Project Plans - NCP Restroom Project — Salinas City Council, April 4, 2023

PROJECT INFO.SITE DIAGRAM,COVER SHEETA00120031-A001
RC-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:

FILE NAME:

DRAWN BY:CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS ISRESTRICTED TO THE ORIGINAL SITE FOR WHICHTHEY WERE PREPARED, AND PUBLICATIONTHEREOF IS EXPRESSLY LIMITED TO SUCH USE.REUSE, REPRODUCTION OR PUBLICATION BYANY METHOD IN WHOLE OR IN PART ISPROHIBITED. TITLE TO THE PLANS ANDSPECIFICATIONS REMAINS WITH THE ARCHITECT,AND VISUAL CONTACT WITH THEMCONSTITUTES PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:PRINT DATE:4.5.202120031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.: 153-102-044 1PUBLIC WORKSCOMMENTS RESPONSE
No. C31466REN.1/31/23LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW

MECHANICALELECTRICAL

ARCHITECTOWNER
MontereyCarmelTRUENORTH

PROJECTLOCATION
Santa Cruz
WOOD FINISHXAX.XDETAILDETAIL IDENTIFICATIONSHEET WHERE DETAILIS DRAWN

ADD ALTERNATE
PacificGrove

WOOD FRAMINGCONTINUOUS MEMBERWOOD BLOCKING
GYPSUM WALLBOARDA.C. PAVING

PLYWOOD
X
+XXX.X+XXX.X
+XXX.X+XXX.XEXISTING GRADE (SPOT)ELEVATIONSURFACE

REVISIONPROPERTY LINE

FINISH GRADE (SPOT)ELEVATIONSURFACE
1395 Nogal DrSalinas, Ca 93905
SAND, MORTAR,PLASTERCONCRETE BLOCKCAST-IN-PLACE (C.I.P.)CONCRETE (E) STUD WALL TOBE REMOVEDSOUND INSULATEDSTUD WALL
LEGEND
METAL
(N) STUD WALL(E) STUD WALL

ROCKEARTH
XAX.X
XX
XXXXX

WORK POINT, DATUMPOINT OR CONTROL

SECTIONSECTION IDENTIFICATIONSHEET WHERE SECTIONIS DRAWN

VERTICAL OR HORIZONTALDIAPHRAGM KEY

DEMOLITION TAGMATCH LINEKEY TAGWINDOW SYMBOL

SYMBOLSXXXDOOR SYMBOL

NATIVIDAD CREEK PARKRESTROOM REMODEL
1011
Gonzales101681CarmelValleyto Big Sur
Seaside
SoledadG16
Chualar183156152WatsonvilleCastroville
Fort OrdMarinaHollisterSalinasPrunedale152Gilroy156
LOCATION MAPto SanFranciscoAptos

VICINITY MAPSITE IMAGE DIAGRAM

GENERAL NOTES

PROJECT TEAM
PROJECT INFORMATIONSHEET INDEXSHT. #SHEET TITLETITLEA001SITE DIAGRAM, PROJECT INFO., COVER SHEETG010CAL GREEN CHECKLISTG011CAL GREEN CHECKLISTG012CAL GREEN CHECKLISTCIVILC1(NOT USED)C2DEMOLITION SITE PLANC3SITE LAYOUT PLANC4GRADING PLANC5(NOT USED)C6DETAILSC7(NOT USED)C8EROSION CONTROL PLANARCHITECTURALA201FLOOR PLAN, ROOF PLAN, DEMO PLAN & ELEVATIONSA301DOOR & FINISH SCHEDULEA800DETAILSA902ACCESSIBILITY DETAILSSTRUCTURALS101ROOF FRAMING PLANPLUMBINGP0.1TITLE SHEET PLUMBINGP2.1FLOOR PLANS PLUMBINGELECTRICALE0.1SYMBOLS, ABBREV., CODES, STANDARDS, CONSTR. NOTESE0.2CA ENERGY COMPLIANCE T-24 (INTERIOR)E0.3CA ENERGY COMPLIANCE T-24 (EXTERIOR)E1.0PANEL SCHED., ELECT. DEMO, POWER & LIGHTING PLANSE2.0ELECTRICAL SPECIFICATIONS

1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALLDIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOBSITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TOTHE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANYWORK.2.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THECOORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALLMATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THEWORK COMPLETE.3.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OFTHE WORK.4.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORKOR THE PROPER EXECUTION OF THE SAME.5.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANYAND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY,PRIOR TO COMMENCEMENT OF WORK.6.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THERESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR ANDMATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OFTHESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ANDESTABLISHED CONSTRUCTION PRACTICES.7.EXISTING CONSTRUCTION DETAILS SHOWN HEREIN ARE ASSUMED TO BESUBSTANTIALLY CORRECT AND MAY NOT DEPICT THE ACTUAL CONDITION. THEGENERAL CONTRACTOR SHALL VERIFY (E) CONDITIONS AND NOTIFY THE ARCHITECTANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.8.ANY PROPOSED SHUT DOWN OF UTILITIES SHALL BE REGISTERED IN WRITING AT LEASTSEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THEARCHITECT.9.ANY PROPOSED WORK THAT TAKES PLACE AFTER NORMAL BUSINESS HOURS SHALL BEMADE IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALLBE DIRECTED TO THE ARCHITECT.10.PROVIDE ALL REQUIRED FIRE BLOCKING IN ACCORDANCE WITH SECTION 708 OF THECURRENT ADOPTED EDITION OF C.B.C.

ABBREVIATIONS&AND∠ANGLE@AT℄CENTERLINEØDIAMETER OR ROUND┴PERPENDICULAR⅊PROPERTY LINE#POUND OR NUMBERA.B.ANCHOR BOLTA.B.S.ACRYLONITRILE BUTADIENEABV.ABOVEA.A.ASPHALTIC CONCRETEA/CAIR CONDITIONINGACOUS.ACOUSTICALADJ.ADJUSTABLEA.F.F.ABOVE FINISH FLOORAGGR.AGGREGATEALUM.ALUMINUMANOD.ANODIZEDA.P.AAMERICAN PLYWOODASSOCIATIONAPPROX.APPROXIMATEARCH.ARCHITECTURALA.S.ADJUSTABLE SHELFBD.BOARDBIT.BITUMINOUSBLDG.BUILDINGBLK.BLOCKBLKG.BLOCKINGBM.BEAMB.M.BENCH MARKBOT.BOTTOMBRG.BEARINGBTWN.BETWEENB.U.R.BUILD-UP ROOFINGB.W.BOTH WAYSCAB.CABINETC.B.CATCH BASINCBCCALIFORNIA BUILDING CODECEM.CEMENTCER.CERAMICCFCI.CONTRACTOR FURNISHED,CONTRACTOR INSTALLEDC.F.CUBIC FEETC.I.CAST IRONC.J.CONTROL JOINTCL.CLOSETCLG.CEILINGCLKG.CAULKINGCLR.CLEAR(ANCE)C.M.U.CONCRETE MASONRY UNITCOL.COLUMNCOMP.COMPOSITIONCONC.CONCRETECONN.CONNECTIONCONSTR.CONSTRUCTIONCONT.CONTINUOUSCOR.CORRUGATEDC.O.T.G.CLEAN-OUT TO GRADECSMT.CASEMENTCSWK.CASEWORKC.T.CERAMIC TILECTR.COUNTERCTSK.COUNTERSINKC.Y.CUBIC YARDDBL.DOUBLEDEPT.DEPARTMENTDET.DETAILDF.DRINKING FOUNTAIND.F.DOUGLAS FIRD.G.DECOMPOSED GRANITED.H.DOUBLE HUNGDIAG.DIAGONALDIA.DIAMETERDIMEN.DIMENSIONDISP.DISPENSER/DISPOSERDN.DOWNDR.DOORDRWG.DRAWINGD.S.B.DBL. STRENGTH B GRADE(GLASS)D.S.DOWNSPOUTDWR.DRAWERD.W.DISH WASHERE.EASTEA.EACHE.J.EXPANSION JOINTELEV.ELEVATION, ELEVATORELEC.ELECTRIC(AL)EMER.EMERGENCYENCL.ENCLOSUREEQUIP.EQUIPMENT N.I.C. W/ WITHEWC.ELECTRIC WATER COOLER(E)EXISTINGEXH.EXHAUSTEXP.EXPOSED/EXPANSIONEXT.EXTERIORF.A.FIRE ALARMFAST.FASTEN(ER)F.A.FLAT BARF.D.FLOOR DRAINFEC.FIRE EXTINGUISHER CABINETF.F.FINISH FLOORF.G.FINISH GRADEFND.FOUNDATIONF.E.FIRE EXTINGUISHERF.FIBERGLASSFIN.FINISH(ED)F.H.M.S.FLATHEAD MECHANICALSCREWF.H.W.S.FLATHEAD WOOD SCREW FLASH.FLASHINGFLR.FLOOR(ING)FLUOR.FLUORESCENTF.O.FACE OFF.O.B.FACE OF BLOCKF.O.C.FACE OF CONCRETEF.O.F.FACE OF FINISHF.O.M.FACE OF MASONRYF.O.S.FACE OF STUDF.P.FIREPLACEF.R.P.FIBERGLASS REINF. PANELF.S.FULL SIZEFT.FOOT/FEETFTG.FOOTINGFURR.FURRED(ING)FUT.FUTUREGA.GAUGE/GAGEGALV.GALVANIZEDG.B.GRAB BARG.I.GALVANIZED IRONGL.GLASS/GLAZINGG.L.B.GLUE-LAM BEAMGR.GRADE(ING)G.W.B.GYPSUM WALLBOARDH.B.HOSE BIBHBD.HARDBOARDH.A.HOLLOW COREHDR.HEADERHDWR.HARDWAREH.M.HOLLOW METALHORZ.HORIZONTALH.S.HEAVY SHEETHT.HEIGHTHTG.HEATINGH.W.HOT WATERHWD.HARDWOODHVAC.HEATING/VENTILATING/AIRCONDITIONINGI.C.C.INTERNATIONAL CODECOUNCILID.INSIDE DIAMETERINCL.INCLUDE(D) (ING)INSUL.INSULATE(D) (ING)INT.INTERIORINV.INVERTJAN.JANITORJ.H.JOIST HANGERJT.JOINTKIT.KITCHENL.LENGTHLAM.LAMINATELAV.LAVATORYL.B.LAG BOLTLOC.LOCATE(ION)L.V.L.LAMINATED VENEER LUMBERL.W.LIGHTWEIGHTMAS.MASONRYMAT.MATERIAL(S)MAX.MAXIMUMM.B.MACHINE BOLTM.C.MEDICINE CABINETM.H.MAN HOLEMECH.MECHANICALMEMB.MEMBRANEMEZZ.MEZZANINEMFR.MANUFACTURE(ER)MIN.MINIMUMMIR.MIRRORMISC.MISCELLANEOUSMLDG.MOLDING/MOULDINGM.I.W.MALLEABLE IRON WASHERM.O.MASONRY OPENINGMTD.MOUNTEDMET.METALMULL.MULLIONN.NORTH(N)NEWNAT.NATURALN.I.C.NOT IN CONTRACTNOM.NOMINALN.T.S.NOT TO SCALEO/OVEROBS.OBSCUREO.C.ON CENTER(S)O.D.OUTSIDE DIAMETEROFF.OFFICEOFCI.OWNER FURNISHED,CONTRACTOR INSTALLEDOFOI.OWNER FURNISHED,OWNER INSTALLEDO.H.OVER HANGO.H.M.S.OVALHEAD MACHINE SCREWO.H.W.S.OVALHEAD WOOD SCREWOPNG.OPENINGOPP.OPPOSITEP.A.F.POWDER ACTUATED FASTENERP.B.PANIC BARPART. TBD.PARTICLE BOARDPCF.POUNDS PER CUBIC FOOTP.D.POWDER DRIVENP.G.PAINT GRADEPERF.PERFORATEPLFPOUNDS PER LINEAR FOOTPLAS. LAM.PLASTIC LAMINATEPLAS.PLASTERPLYWD.PLYWOODPR.PAIR PSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHP.T.PRESSURE TREATEDPART.PARTITIONP.T. DISP.PAPER TOWEL DISPENSERP.V.C.POLYVINYL CHLORIDER.RISERR.A.RETURN AIRRAD.RADIUSR.D.ROOF DRAINREG.REGISTERREF.REFRIGERATORREINF.REINFORCEDREQ'D.REQUIREDREQMT.REQUIREMENTRESIL.RESILIENTREV.REVERSEDR.H.M.S.ROUNDHEAD MACHINE SCREWR.H.W.S.ROUNDHEAD WOOD SCREWRM.ROOMR.O.ROUGH OPENINGR.O.W.RIGHT OF WAYR.S.RESAWNRUB.RUBBERRWD.REDWOODR.W.L.RAIN WATER LEADERS.SOUTHS.B.SOLID BLOCKINGS.C.SOLID CORESCHED.SCHEDULES.A.STORM DRAINSECT.SECTIONSERV.SERVICES.F.SQUARE FOOTS.G.STAIN GRADESH.SHELF/SHELVINGSHWR.SHOWERSHT.SHEETSHT'G.SHEATHINGSIM.SIMILARS.S.STAINLESS STEEL SERVICESINKS.S.D.SEE STRUCTURAL DRAWINGSS.M.SHEET METALS.M.S.SHEET METAL SCREWSPEC.SPECIFICATIONSQ.SQUARESTL.STEELSTD.STANDARDSTAG.STAGGEREDSTOR.STORAGESTRUCT.STRUCTURALSUSP.SUSPENDEDSYM.SYMMETRY(ICAL)SYS.SYSTEMT.TREADT.B.TOWEL BART.B.D.TO BE DETERMINEDT.C.TOP OF CURBTEL.TELEPHONETEMP.TEMPEREDT.E.N.TYPICAL EDGE NAILINGT & GTONGUE & GROOVETHK.THICK(NESS)THRESH.THRESHOLDT.J.I.TRUSS JOIST INTERNATIONALT.O.TOP OFT.P.H.TOILET PAPER HOLDERT.Q.TOP OF PAVEMENTTVTELEVISIONT.W.TOP OF WALLTYP.TYPICALU/LUNDERWRITER'S LABORATORYU.N.O.UNLESS NOTED OTHERWISEU.O.N.UNLESS OTHERWISE NOTEDUR.URINALV.I.F.VERIFY IN FIELDW.WEST/WIDTH/WIDEW/WITHW.C.WATER CLOSETWD.WOODWDW.WINDOWW.H.WATER HEATERWI.WOODWORK INSTITUTEW/OWITHOUTW.P.WATERPROOF(ING)W.R.WATER RESISTANTW.S.WOOD SCREWWSCT.WAINSCOTWT.WEIGHTW.W.M.WELDED WIRE MESH WALD, RUHNKE & DOST ARCHITECTS, LLP2340 GARDEN ROAD, SUITE 100MONTEREY, CA 93940ph: (831) 649-4642 fax: (831) 649-3530Email: [email protected]: Ryan Cornelsen CITY OF SALINAS200 LINCOLN AVESALINAS, CA 93901ph: (831) 758-7241Email: [email protected]: Patrick Fung CALIFORNIA CODE OF REGULATIONS (CCR):2019 CALIFORNIA ADMINISTRATIVE CODE (CAC), CCR TITLE 24, PART 12019 CALIFORNIA BUILDING CODE (CBC), CCR TITLE 24, PART 2, VOLUMES 1 AND 22019 CALIFORNIA RESIDENTIAL CODE (CRC), CCR TITLE 24, PART 2.52019 CALIFORNIA ELECTRICAL CODE (CEC), CCR TITLE 24, PART 32019 CALIFORNIA MECHANICAL CODE (CMC), CCR TITLE 24, PART 42019 CALIFORNIA PLUMBING CODE (CPC), CCR TITLE 24, PART 52019 CALIFORNIA ENERGY CODE (CEC), CCR TITLE 24, PART 6 PART 7 VACANT2019 CALIFORNIA HISTORICAL BUILDING CODE (CHBC), CCR TITLE 24, PART 82019 CALIFORNIA FIRE CODE (CFC), CCR TITLE 24, PART 92019 CALIFORNIA EXISTING BUILDING CODE (CEBC), CCR TITLE 24, PART 102019 CALIF. GREEN BUILDING STANDARDS CODE (CALGreen), CCR TITLE 24, PART 112019 CALIFORNIA REFERENCED STANDARDS CODE, CCR TITLE 24, PART 12CCR TITLE 19, PUBLIC SAFETY, DIVISION 1, STATE FIRE MARSHAL

APPLICABLE BUILDING CODES & STANDARDS
ZAL ENGINEERING.MONTEREY, CAph: (831) 402-2728Email: [email protected]: Jaime Zaldivar, PEAURUM CONSULTING ENGINEERS60 GARDEN CT., SUITE #210MONTEREY, CA 93940ph: (831) 649-3330 fax: (831) 649-3336Email: [email protected]: Frank Pinedo CIVILL&S ENGINEERING & SURVEYING2460 HARDEN RD, SUITE GMONTEREY, CA 93940ph: (831) 655-2723 fax: (831) 655-3425Email: [email protected]: Chris StoutSTRUCTURALDON URFER & ASSOCIATES, INC.2715 PORTER STSOQUEL, CA 95073ph: (831) 476-3681Email: [email protected]: Karen Wiinkka TYPE VBNON-SPRINKLEREDA-3CONSTRUCTION:OCCUPANCY:
853 S.F.
±33 ACRES153-102-044NATIVIDAD CREEK PARK1395 NOGAL DRSALINAS, CA 93905 BUILDING AREA:

APN:ZONING:P (PARKS)LOCATION:PROJECT:INTERIOR REMODEL OFA PUBLIC PARKRESTROOM FACILITY SIGNATURE BLOCKDesign Approved for Construction as shown heron:___________________________________ ___________Adriana Robles, P.E.,Date City Engineer

NOGAL DR

FREEDOM BLVD

CONSTITUTION

PROJECT SITE
BLVD
111
1 CHAPTER 5NONRESIDENTIAL MANDATORY MEASURESSECTION 5.101 GENERAL5.101.1 ScopeThe provisions of this chapter outline planning, design and development methods that include environmentallyresponsible site selection, building design, building siting and development to protect, restore and enhance theenvironmental quality of the site and respect the integrity of adjacent properties.DIVISION 5.1PLANNING AND DESIGN 2019 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 1Y SECTION 5.102 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does notnumerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of80 degrees above nadir. This applies to all lateral angles around the luminaire.LOW-EMITTING AND FUEL EFFICIENT VEHICLES.Eligible vehicles are limited to the following:1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles.NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified tozero-emission vehicle standards.TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanentoccupants, such as employees, as distinguished from customers and other transient visitors.VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and usedprimarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.Note: Source: Vehicle Code, Division 1, Section 668ZEV. Any vehicle certified to zero-emission standards.SECTION 5.106 SITE DEVELOPMENT5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACREOF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of alarger common plan of development or sale, shall prevent the pollution of storm water runoff from the constructionactivities through one or more of the following measures:5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion controlordinance.5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Scheduling construction activity during dry weather, when possible.b. Preservation of natural features, vegetation, soil, and buffers around surface waters.c. Drainage swales or lined ditches to control stormwater flow.d. Mulching or hydroseeding to stabilize disturbed soils, and buffers around surface waters.e. Erosion control to protect slopes.f. Protection of storm drain inlets (gravel bags or catch basin inserts).g. Perimeter sediment control (perimeter silt fence, fiber rolls).h. Sediment trap or sediment basin to retain sediment on site.i. Stabilized construction exits.j. Wind erosion control.k. Other soil loss BMPs acceptable to the enforcing agency.2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Dewatering activities.b. Material handling and waste management.c. Building materials stockpile management.d. Management of washout areas (concrete, paints, stucco, etc.).e. Control of vehicle/equipment fueling to contractor's staging area.f. Vehicle and equipment cleaning performed off site.g Spill prevention and control.h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2ENERGY EFFICIENCYSECTION 5.201 GENERAL5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiencystandards in this code, the California Energy Commission will continue to adopt mandatory building standards.DIVISION 5.3WATER EFFICIENCY AND CONSERVATIONSECTION 5.301 GENERAL5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoorsand in wastewater conveyance.SECTION 5.302 DEFINITIONS5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied toreference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences onthe amount of water that needs to be applied to the landscape.FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,not including exterior areas such as stairs, covered walkways, patios and decks.METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. Thevolume or cycle duration can be fixed or adjustable.GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater thathas not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthybodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, oroperating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroomwashbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks ordishwashers.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscapedesign, installation and maintenance practices that will ensure commercial, multifamily and other developer installedlandscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area andclimatological parameters.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation andmaintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at leastas effective as the MWELO.POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) DrinkingWater Standards. See definition in the California Plumbing Code, Part 5.POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S.Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health AuthorityHaving Jurisdiction.RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or acontrolled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is watertreated to remove waste matter attaining a quality that is suitable to use the water again.SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose,such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum appliedwater allowance calculated in accordance with the Department of Water Resources Model Efficient LandscapeOrdinance (MWELO).

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.5.303.3.2 Urinals.5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed0.125 gallons per flush.5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.5.303.3.3 Showerheads. [BSC-CG]5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPAWaterSense Specification for Showerheads.5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead. 5.303.3.3.3 Showerheads. [DSA-SS]5.303.3.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.5.303.3.3.3.1 Multiple showerheads serving one shower. When a shower is served by more thanone showerhead, the combination flow rate of all showerheads and/or other shower outlets controlledby a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designedto allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead.5.303.3.4 Faucets and fountains.5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallonsper minute at 60 psi.5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and isvisible beneath a parked vehicle: CLEAN AIR / VAN POOL / EVNote: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may beconsidered eligible for designated parking spaces.5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE). When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Energy Commission (CEC) and as follows:5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:1.The type and location of the EVSE.2.A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.3.The raceway shall not be less than trade size 1."4.The raceway shall originate at a service panel or a subpanel serving the area, and shallterminate in close proximity to the proposed location of the charging equipment and listedsuitable cabinet, box, enclosure or equivalent.5.The service panel or subpanel shall have sufficient capacity to accommodate a minimum40-ampere dedicated branch circuit for the future installation of the EVSE.5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of constructionand shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:1.The type and location of the EVSE.2.The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, andshall terminate in close proximity to the proposed location of the charging equipment andinto listed suitable cabinet(s), box(es), enclosure(s) or equivalent.3.Plan design shall be based upon 40-ampere minimum branch circuits.4.Electrical calculations shall substantiate the design of the electrical system, to include therating of equipment and any on-site distribution transformers and have sufficient capacityto simultaneously charge all required EVs at its full rated amperage.5.The service panel or subpanel(s) shall have sufficient capacity to accommodate therequired number of dedicated branch circuit(s) for the future installation of the EVSE.5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine ifsingle or multiple charging space requirements apply for the future installation of EVSE.

TABLE 5.106.5.2 - PARKINGTOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES0-90 10-251 25-503 51-756 76-1008 101-15011 151-20016 201 AND OVERAT LEAST 8% OF TOTAL ABBREVIATION DEFINITIONS:HCDDepartment of Housing and Community DevelopmentBSCCalifornia Building Standards CommissionDSA-SSDivision of the State Architect, Structural SafetyOSHPDOffice of Statewide Health Planning and DevelopmentLRLow RiseHRHigh RiseAAAdditions and AlterationsNNew

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parkingspaces with a minimum of one bicycle parking facility.5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.5.106.4.1.4 For new shall buildings in phased projects provide secure bicycle parking for 5 percent of theanticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shallbe convenient from the street and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.25.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilitiesshall be convenient from the street or staff parking area and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting,fuel-efficient and carpool/van pool vehicles as follows:

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission asspecified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the StateArchitect pursuant to Section 105, comply with Section 5.106.4.25.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.5.106.4.1.1 Short-term bicycle parking. If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

SECTION 5.303 INDOOR WATER USE5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections503.1.1 and 503.1.2.5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feetor greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within theauthority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [A]. When the code section applies to both, no bannerwill be used.301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)301.5 HEALTH FACILITIES. (see GBSC)SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.SECTION 303 PHASED PROJECTS303.1 Phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (ornewly constructed) shall apply.303.1.1 Tenant improvements. The provisions of this code shall apply only to the initial tenant or occupant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

1. Calculation for spaces shall be rounded up to the nearest whole number.5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The racewayterminationlocation shall be permanently and visibly marked as "EV CAPABLE".5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2Designated parking for clean air vehicles.Notes:1. The California Department of Transportation adopts and publishes the California Manual onUniform Traffic Control Devices (California MUTCD) to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signsand Pavement Markings can be found in the New Policies & Directives number 13-01. www.dot.ca.gov/hq/traffops/policy/13-01.pdf. 2. See Vehicle Code Section 22511 for EV charging spaces signage in off-street parking facilities and for use of EV charging spaces.3. The Governor's Office of Planning and Research published a Zero-Emission Vehicle Community Readiness Guidebook which provides helpful information for local governments,residents and businesses. www.opr.ca.gov/docs/ZEV_Guidebook.pdf.

TABLE 5.106.5.3.3TOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES0-90 10-251 36-502 51-754 76-1005 101-2007 201 AND OVER6% of totalï

5.106.8 LIGHT POLLUTION REDUCTION. [N] [BSC-CG] Outdoor lighting systems shall be designed and installedto comply with the following:1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,Section 10-114 of the California Administrative Code; and2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-1 and 130.2-B inChapter 8) and4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinancelawfully enacted pursuant to Section 101.7, whichever is more stringent.Exceptions: [N]1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code.2. Emergency lighting.3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system willmanage all surface water flows to keep water from entering buildings. Examples of methods to manage surface waterinclude, but are not limited to, the following:1. Swales.2. Water collection and disposal systems.3. French drains.4. Water retention gardens.5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHTAND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATINGLIGHTINGZONELZ0LIGHTINGZONE LZ1LIGHTINGZONE LZ2LIGHTINGZONE LZ3LIGHTINGZONE LZ4MAXIMUM ALLOWABLEBACKLIGHT RATING 3 Luminaire greater than 2mounting heights (MH) fromproperty lineN/ANo LimitNo LimitNo LimitNo LimitLuminaire back hemisphere is1-2 MH from property lineN/AB2B3B4B4 Luminaire back hemisphere is0.5-1 MH from property lineN/AB1B2B3B3 Luminaire back hemisphere isless than 0.5 MH from propertylineN/AB0B0B1B2 MAXIMUM ALLOWABLEUPLIGHT RATING (U)For area lighting 4N/AU0U0U0U0 For all other outdoorlighting,including decorativeluminairesN/AU1U2U3UR MAXIMUM ALLOWABLEGLARE RATING 5 (G)Luminaire greater than 2 MHfrom property lineN/AG1G2G3G4 Luminaire front hemisphere is1-2 MH from property lineN/AG0G1G1G2 Luminaire front hemisphere is0.5-1 MH from property lineN/AG0G0G1G1 Luminaire back hemisphere isless than 0.5 MH from propertylineN/AG0G0G0G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in theCalifornia Energy Code and Chapter 10 of the Callifornia Administrative Code.2. For property lines that abut public walkways, bikeways, plazas and parking lots, the propertyline may be considered to be 5 feet beyond the actual property line for purpose of determiningcompliance with this section. For property lines that abut public roadways and public transitcorridors, the property line may be considered to be the centerline of the public roadway or publictransit corridor for the purpose of determining compliance with this section.3. If the nearest property line is less than or equal to two mounting heights from the backhemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meetthese reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for"all other outdoor lighting".5. If the nearest property line is less than or equal to two mounting heights from the fronthemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2019 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OFLAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre ormore of land, or (2) disturb less than one acre of land but are part of a larger common plan or development sale.Note: Projects that (1) disturb one acre or ore of land, or (2) disturb less than one acre of land but are part of thelarger common plan of development or sale must comply with the post-construction requirements detailed in theapplicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater DischargesAssociated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board orthe Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff(pre-project hydrology) with the installation of preconstruction stormwater management measures. The NPDESpermits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltrationthrough nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structuralpractices and be approved by the enforcing agency.Refer to the current applicable permits on the State Water Resources Control Board website at:www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measuresshould be given during the initial design process for appropriate integration into site development.

N/AYN/AExceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions:1. Where there is insufficient electrical supply.2. Where there is evidence suitable to the local enforcing agency substantiating thatadditional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of theproject.

YN/AYN/AY = YESN/A=NOT APPLICABLERESPON. PARTY=RESPONSIBLE PARTY (ie: ARCH, ENG, OWNER, CONT, INSP, ETC.)RESPON.PARTYRESPON.PARTYRESPON.PARTYRESPON.PARTY NON-RES.CALGREENG010
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SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

DRAWN BY:CHECKED BY:PLOT DATE:PRINT DATE:3.15.202120031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.: 153-102-044 1CITY COMMENTSRESPONSE
No. C31466REN.1/31/23LICENSED ARCHITECTSTATE OF C A L I F O R N I ACHRISTOPHER BARLOW J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-G010.dwg, 3/15/2021 11:49:44 AM, RyanC, DWG To PDF.pc3 DIVISION 5.4MATERIAL CONSERVATION AND RESOURCEEFFICIENCYSECTION 5.401 GENERAL5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resourceefficiency through protection of buildings from exterior moisture, construction waste diversion, employment oftechniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of thenon-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; ormeet a local construction and demolition waste management ordinance, whichever is more stringent.5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction anddemolition waste management ordinance, submit a construction waste management plan that:1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).3. Identifies diversion facilities where construction and demolition waste material collected will be taken.4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.Exceptions to Sections 5.408.1.1 and 5.408.1.2:1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that doesnot exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirementas approved by the enforcing agency.5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan.2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scopingprovisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Wasteitems such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibitedUniversal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Wastematerials shall be included in the construction documents.Note: Refer to the Universal Waste Rule link at:http://www.dtsc.ca.gov/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associatedvegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, suchmaterial may be stockpiled on site until the storage site is developed.Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITYSECTION 5.501 GENERAL5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants thatare odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meterusing the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weightingadjustments have been made.1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one poundof water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pmto 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.COMPOSITE WOOD PRODUCTS. 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Note: See CCR, Title 17, Section 93120.1.DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,sound power, sound intensity) with respect to a reference quantity.ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motorthat draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline groundsupport equipment, tractors, boats, and the like, are not included.ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, andequipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiringand the electric vehicle.ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy asthe fluctuating noise level integrated over the time of period of interest.EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or maynot be divided or have grade separations at intersections.FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhousegas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the referencecompound with a GWP of one.GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by theIntergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); orits Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" ofTable 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, ahdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with aGWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code ofFederal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.5 times the pipe diameter.LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,sec.82.3 (as amended March 10, 2009).MERV.)LOWHUPLQLPXPHIILFLHQF\UHSRUWLQJYDOXHEDVHGRQ$6+5$(±

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding acompound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed tohundreths of a gram (g O3/g ROC).PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to thisarticle. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram ofproduct (excluding container and packaging).PSIG. Pounds per square inch, guage.REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute toozone formation in the troposphere.SCHRADER ACCESS VALVES. Access fittings with a valve core installed.SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.0 times the pipe diameter.SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feetor more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connectedto remote compressor units or condensing units.VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings withvapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically containhydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definitionincluded in that specific regulation is the one that prevails for the specific measure in question.SECTION 5.503 FIREPLACES5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealedwoodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source PerformanceStandards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certifiedto meet the emission limits.SECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time ofrough installation, or during storage on the construction site and until final startup of the heating, cooling andventilating equipment, all duct and other related air distribution component openings shall be covered with tape,plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water anddebris which may collect in the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:1. Environmental and sustainability goals.2. Building sustainable goals.3. Indoor environmental quality requirements.4. Project program, including facility functions and hours of operation, and need for after hours operation.5. Equipment and systems expectations.6. Building occupant and operation and maintenance (O&M) personnel expectations.5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meetsthe OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse system.5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:1. General project information.2. Commissioning goals.3. Systems to be commissioned. Plans to test systems and components shall include:a. An explanation of the original design intent.b. Equipment and systems to be tested, including the extent of tests.c. Functions to be tested.d. Conditions under which the test shall be performed.e. Measurable criteria for acceptable performance.4. Commissioning team information.5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressingeach of the building components tested, the testing methods utilized, and include any readings and adjustmentsmade.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting ofsystems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition oralteration subject to Section 303.1.5.410.4.2 (Reserved)Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as wellas water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse systems.5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air BalanceCouncil National Standards or as approved by the enforcing agency. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 2 SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and areidentified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recyclingordinance, if more restrictive.Exception: Rural jurisdictions that meet and apply for the exemption in Public ResourcesCode 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the &DO5HF\FOH¶VZHEVLWH

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:1. Site information, including facility description, history and current requirements.2. Site contact information.3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.4. Major systems.5. Site equipment inventory and maintenance notes.6. A copy of verifications required by the enforcing agency or this code.7. Other resources and documentation, if applicable.5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).2. Review and demonstration of servicing/preventive maintenance.3. Review of the information in the Systems Manual.4. Review of the record drawings on the system/equipment.

SECTION 5.304 OUTDOOR WATER USE5.304.1 SCOPE. The provisions of Section 5.304, Outdoor Water Use reference the mandatory Model WaterEfficiency Landscape Ordinance (MWELO) contained within Chapter 2.7, Division 2, Title 23, California Code ofRegulations.5.304.2 OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL TO OR GREATER THAN 500 SQUARE FEET.When water is used for outdoor irrigation for new construction projects with an aggregate landscape area equal to orgreater than 500 square feet requiring a building or landscape permit, plan check or design review, one of the followingshall apply:1. A local water efficient landscape ordinance that is, based on evidence in the record, at least as effective in conserving water as the updated model ordinance adopted by the Department of Water Resources (DWR) per Government Code Section 65595(c).2. The California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations.5.304.3 OUTDOOR WATER USE IN REHABILITATED LANDSCAPE PROJECTS EQUAL TO OR GREATER THAN2,500 SQUARE FEET. Rehabilitated landscape project with an aggregate landscape area equal to or greater than2.500 square feet requiring a building or landscape permit, plan check, or design review shall comply with Section5.304.2, Item 1 or 2.5.304.4 OUTDOOR WATER USE IN LANDSCAPE AREAS OF 2,500 SQUARE FEET OR LESS. Any project withan aggregate area of 2,500 square feet of less may comply with the performance requirements of MWELO or conformto the prescriptive compliance measures contained in MWELO's Appendix D.5.304.5 GRAYWATER OR RAINWATER USE IN LANDSCAPE AREAS. For projects using treated or untreatedgraywater or rainwater captured on site, any lot or parcet within the project that has less than 2,500 square feet oflandscape and meets the lot or parcel's landscape water requirement (Estimate Total Water Use) entirely with treatedor untreated graywater or through stored rainwater captured on site is subject only to Appendix D Section (5).Notes:1. DWR's Model Water Efficient Landscape Ordinance, definitions and supporting documents are available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/2. A water budget calculator is available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/3. The MWELO prescriptive compliance measure Appendix D may be found at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/ In addition, a copy of MWELO Appendix D may be found in Chapter 8 of this code.5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS [DSA-SS]. For public schools andcommunity colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with theCalifornia Department of Water Resoucres Model Water Efficient Landscape Ordinance (MWELO) commencing withSection 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspirationadjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of MWELO.5.304.6.1 Newly constructed landscapes. [DSA-SS] New construction projects with an aggregate landscape area equal to or greater than 500 square feet.5.304.6.2 Rehabilitated landscapes. [DSA-SS] Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 squarefeet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensorswhich include the following criteria, and meet manufacturer's recommendations.5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspectionshall comply with the following:1. Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation inUHVSRQVHWRFKDQJHVLQSODQWV¶QHHGVDVZHDWKHUFRQGLWLRQVFKDQJH2. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input.Note:More information regarding irrigation controller function and specifications is available from the Irrigation Association.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after nomore than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the CaliforniaBuilding Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall applyto new fixtures in additions or areas of alteration to the building.5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installedin accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1of the California Plumbing Code and in Chapter 6 of this code.

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SECTION 5.305 WATER REUSE SYSTEMS5.305.1 RECYCLED WATER SUPPLY SYSTEMS. Recycled water supply systems shall be installed in accordancewith Sections 5.305.1.1, 5.305.1.2, and the California Plumbing Code.5.304.2 Outdoor Recycled Water Supply Systems. All newly constructed nonresidential developments, where disinfected tertiary recycled water is available from a municipal source to a construction site, shall be provided with both a potable water supply system and a recycled water supply system. The recycled water supply system shall allow the use of reclaimed (recycled) water for aboveground and subsurfaceirrigation to all landscape irrigation systems.For the purposes of Section 5.305.1.1, when a recycled water supply pipe is located within 300 feet from a construction site boundary, it shall be considered that reclaimed (recycled) water is available from a municipalsource.Exceptions:1. Service areas in which the only reclaimed (recycled) water is used for potable purposes, or in which net nonpotable deliveries are anticipated to remain level or decrease as a result of the potable reuse project.2. Where access to disinfected tertiary recycled water is not feasible and/or cost-efficient, as determined by theauthority having jurisdiction in consultation with the recycled water purveyor.Note: A city, county, or city and county, in consultation with the recycled water purveyor, may further reduce thearea for the mandate to install recycled water supply systems if the recycled water purveyor is unable to accommodate new services or unable to provide uninterruptible service.3. A potable water supply system is not required for landscape irrigation if the landscape irrigation system is supplied with recycled water at the time of final inspection.4. Potable water may be used with the recycled water supply system on a temporary basis, as allowed by theauthority having jurisdiction in consultation with the recycled water purveyor.5.305.1.2 Technical Requirements for Outdoor Recycled Water Supply Systems. Recycled water supplysystems for outdoor applications shall meet the requirements of this code, and the California Code of Regulations, Title 17, Division 1, Chapter 5, Subchapter 1; Title 22, Division 4, Chapter 3; and Title 23, Division2, Chapter 2.7, as applicable.

SECTION 5.402 DEFINITIONS5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjusta damper.BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,according to design quantities.BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and constructionprocess, including verifying and documenting that building systems and components are planned, designed, installed,WHVWHGRSHUDWHGDQGPDLQWDLQHGWRPHHWWKHRZQHU¶VSURMHFWUHTXLUHPHQWVORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and foodsoiled paper waste that is mixed in with food waste.TEST. A procedure to determine quantitative performance of a system or equipmentSECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required byCalifornia Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory)HDWXUHVDQG'HYLFHV PDQXIDFWXUHU¶VLQVWDOODWLRQLQVWUXFWLRQVRUORFDORUGLQDQFHZKLFKHYHULVPRUHVWULQJHQW5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-drivenrain to prevent water intrusion into buildings as follows:5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular tosuch openings plus at least one of the following:1. An installed awning at least 4 feet in depth.2. The door is protected by a roof overhang at least 4 feet in depth.3. The door is recessed at least 4 feet.4. Other methods which provide equivalent protection.5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feetand over, building commissioning shall be included in the design and construction processes of the building project toYHULI\WKDWWKHEXLOGLQJV\VWHPVDQGFRPSRQHQWVPHHWWKHRZQHU¶VRURZQHUUHSUHVHQWDWLYH¶VSURMHFWUHTXLUHPHQWVCommissioning shall be performed in accordance with this section by trained personnel with experience on projects ofcomparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies andL-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections5.410.2 through 5.410.2.6 shall apply.Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as waterheating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirementsCommissioning requirements shall include:2ZQHU¶VRU2ZQHUUHSUHVHQWDWLYH¶VSURMHFWUHTXLUHPHQWV2. Basis of design.3. Commissioning measures shown in the construction documents.4. Commissioning plan.5. Functional performance testing.6. Documentation and training.7. Commissioning report.Exceptions:1. Unconditioned warehouses of any size.2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.Informational Notes:1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports requiredby the enforcing agency.

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5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialtycoatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits forROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of productlimits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.).Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per LiterARCHITECTURAL APPLICATIONSCURRENT VOC LIMITINDOOR CARPET ADHESIVES50 CARPET PAD ADHESIVES50 OUTDOOR CARPET ADHESIVES150WOOD FLOORING ADHESIVES100RUBBER FLOOR ADHESIVES60 SUBFLOOR ADHESIVES50 CERAMIC TILE ADHESIVES65 VCT & ASPHALT TILE ADHESIVES50 DRYWALL & PANEL ADHESIVES50 COVE BASE ADHESIVES50 MULTIPURPOSE CONSTRUCTION ADHESIVES70 STRUCTURAL GLAZING ADHESIVES100SINGLE-PLY ROOF MEMBRANE ADHESIVES250OTHER ADHESIVES NOT SPECIFICALLY LISTED50 SPECIALTY APPLICATIONSPVC WELDING510CPVC WELDING490ABS WELDING325PLASTIC CEMENT WELDING250ADHESIVE PRIMER FOR PLASTIC550CONTACT ADHESIVE80 SPECIAL PURPOSE CONTACT ADHESIVE250STRUCTURAL WOOD MEMBER ADHESIVE140TOP & TRIM ADHESIVE250SUBSTRATE SPECIFIC APPLICATIONSMETAL TO METAL30 PLASTIC FOAMS50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD30 FIBERGLASS80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168,www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDFTABLE 5.504.4.2 - SEALANT VOC LIMITLess Water and Less Exempt Compounds in Grams per LiterSEALANTSCURRENT VOC LIMITARCHITECTURAL250MARINE DECK760NONMEMBRANE ROOF300ROADWAY250SINGLE-PLY ROOF MEMBRANE450OTHER420SEALANT PRIMERSARCHITECTURAL NONPOROUS250 POROUS775MODIFIED BITUMINOUS500MARINE DECK760OTHER750NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TOMEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTHCOAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURALCOATINGS2,3GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITFLAT COATINGS50 NONFLAT COATINGS100 NONFLAT HIGH GLOSS COATINGS150 SPECIALTY COATINGSALUMINUM ROOF COATINGS400 BASEMENT SPECIALTY COATINGS400 BITUMINOUS ROOF COATINGS50 BITUMINOUS ROOF PRIMERS350 BOND BREAKERS350 CONCRETE CURING COMPOUNDS350 CONCRETE/MASONRY SEALERS100 DRIVEWAY SEALERS50 DRY FOG COATINGS150 FAUX FINISHING COATINGS350 FIRE RESISTIVE COATINGS350 FLOOR COATINGS100 FORM-RELEASE COMPOUNDS250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS420 INDUSTRIAL MAINTENANCE COATINGS250 LOW SOLIDS COATINGS1120 MAGNESITE CEMENT COATINGS450 MASTIC TEXTURE COATINGS100 METALLIC PIGMENTED COATINGS500 MULTICOLOR COATINGS250 PRETREATMENT WASH PRIMERS420 PRIMERS, SEALERS, & UNDERCOATERS100 REACTIVE PENETRATING SEALERS350 RECYCLED COATINGS250 ROOF COATINGS50 RUST PREVENTATIVE COATINGS250 SHELLACS:CLEAR730 OPAQUE550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS100 STAINS250 STONE CONSOLIDANTS450 SWIMMING POOL COATINGS340 TRAFFIC MARKING COATINGS100 TUB & TILE REFINISH COATINGS420 WATERPROOFING MEMBRANES250 WOOD COATINGS275 WOOD PRESERVATIVES350 ZINC-RICH PRIMERS340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS INTHE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLEFROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTCURRENT LIMITHARDWOOD PLYWOOD VENEER CORE0.05 HARDWOOD PLYWOOD COMPOSITE CORE0.05 PARTICLE BOARD0.09 MEDIUM DENSITY FIBERBOARD0.11 THIN MEDIUM DENSITY FIBERBOARD20.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FORADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerantsthat include ammonia, carbon dioxide (CO2), and potentially other refrigerants.5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve capsshall be brass or steel and not plastic.5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.Exception: Valves with seal caps that are not removed from the valve during stem operation.5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar andsalt shall have evaporator coils of corrosion-reistant material, such as stainless steel; or be coated to prevent corrosion from these substances.5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fittedwith a device tha indicates the level of refrigerant in the receiver.5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the samegauge.5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no morethan a +/- one pound pressure change from 300 psig, measured with the same gauge.5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30minutes.5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hourswith a maximum drift of 100 microns over a 24-hour period.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agentshall employ one or more special inspectors to provide inspection or other duties necessary to substantiatecompliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcingagency for the particular type of inspection or task to be performed. In addition, the special inspector shall have acertification from a recognized state, national or international association, as determined by the local agency. Thearea of certification shall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is notlimited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or othermethods acceptable to the enforcing agency which demonstrate substantial conformance. When specificdocumentation or special inspection is necessary to verify compliance, that method of compliance will be specified inthe appropriate section or identified applicable checklist. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 3 SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures notapplicable to low-rise residential occupancies, see Section 5.407.2 of this code.SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimumrequirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable localcode, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand controlventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirementsof the California Energy Code, Section 120(c)(4).SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound TransmissionClass (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method inSection 5.507.4.1 or 5.507.4.2.Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STCrating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of40 or OITC of 30 in the following locations:1. Within the 65 CNEL noise contour of an airport.Exceptions:a. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.b. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to anoise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating ofat least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall androof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that doesnot exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenantspaces and public places shall have an STC of at least 40.Note: Examples of assemblies and their various STC ratings may be found at the California Office of NoiseControl: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppressionequipment shall comply with Sections 5.508.1.1 and 5.508.1.2.5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do notcontain CFCs.5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with theprovisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and thatutilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units orcondensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and thereplacement of existing refrigeration systems in existing facilities.

5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;3. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7. and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product DataBase; or4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program).5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooringmaterials meet the pollutant emission limits.5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with airfiltration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of8. MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of thesame value shall be included in the operation and maintenance manual.Exceptions:1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow.2. Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building asalready prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,county, city and county, California Community College, campus of the California State University, or campus of theUniversity of California, whichever are more stringent. When ordinances, regulations or policies are not in place, postsignage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:1. Manufacturer's product specification2. Field verification of on-site product containers5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing andproduct requirements:1. Carpet and Rug Institute's Green Label Plus Program.2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350).3. NSF/ANSI 140 at the Gold level or higher;4. Scientific Certifications Systems Sustainable Choice; or5. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database.

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through5.504.4.6.5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except foraerosol products as specified in subsection 2, below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencingwith Section 94507.

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EROSIONCONTROLPLANC8

5'-0"MIN CLR5'-0"CLR
4'-4"
1'-0" CLR 4'-5"1'-0" CLR
6'-0" (V.I.F.)
5'-0"CLR7'-9"2'-8"MIN.CLR.
1 4
89 3
3 101
102
103
WOMEN'SRESTROOM101
PLUMBINGCHASE102
MEN'SRESTROOM103
AA201
CA201BA201
AA201(S.O.H.)2
15147 18 185
55 5
18612
16 1710 10188958
13 11
1115714
1716
185
2 1A800
2A800
9 1919
10 19
9 9
10 9
14 235
2A800(TYP)
7 3563
3 6
3 56361211
8 4
4 4
69 10
10 1
21113
13 6

CJHGBEA
D
KF
K
K
DEMO, ROOFFLOOR PLAN& ELEVATIONSA20120031-A201
RCCB
SHEET NAME:

SET ISSUED:

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2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:

FILE NAME:

DRAWN BY:CHECKED BY:

PLOT DATE:PRINT DATE:12.23.202220031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.: 153-102-044 1PUBLIC WORKSCOMMENTS RESPONSE
No. C31466REN.1/31/23LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
29/7/22 PUBLIC WORKSCOMMENTS RESPONSE
1EXISTING MAIN ELECTRICAL SWITCH BOARDNEW DOOR SIGN PER 5 / A902NEW WALL SIGN PER 5 / A902NEW 4" CMU BLOCK WALL, PARTIAL HEIGHT TO MATCH (E)- SEE 2/A800NEW WALL HUNG TOILET FIXTURE PER 3 / A902 - SEE PLUMBING DRAWINGSNEW WALL HUNG URINAL - SEE PLUMBING DRAWINGNEW WALL HUNG LAVATORY & FAUCET PER 2 / A902 - SEE PLUMBING DRAWINGNEW GRAB BARS PER 3 / A902 (BRADLEY MODELS SA70-001360 & 001420)NEW TOILET PAPER DISP. PER 3 / A902 (VANDAL STOP PRODUCTS #AA-HRTDx2E)NEW TOILET PARTITION & DOOR w/ 32" MIN. CLEARANCE30x48 CLEAR SPACE at LAV PER 2 / A90230x48 CLEAR SPACE at URINALEXISTING SUB PANELS- SEE ELECTRICAL DWGSNEW SOAP DISPENSER IN (E) RECESS PER 4 / A902 (BRADELY MODEL #646)NEW MIRROR (BRADLEY MODEL SA05) PER 4 / A902NEW HAND DRYER PER 4 / A902 (EXTREMEAIR EXT SERIES)- SEE ELECT'L DWGSNEW BABY CHANGE STATIONNEW SEAT COVER DISPENSER PER 4 / A902 (VANDAL STOP PRODUCTS # VSP-TSCD)NEW SANITARY NAPKIN DISPOSAL (BRADLEY, MODEL #4722-15) 2THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFERTO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.KEY NOTES 345678910111213141516171819
NEW ASPHALT ROOFING o/ 30# ROOFING FELT (REMOVE EXISTING ROOFING &UNDERLAYMENT)NEW VELUX "DYNAMIC DOME" MODEL CD2 LUXGUARD, & SECURITY GRILLE, #2448,CURB MTD- SEE S101 FOR REVISED ROOF FRAMING AT SKYLIGHTS (TYP)-PROVIDEMETAL CAGE o/ SKYLIGHT FOR VANDALISM PROTECTION.EXISTING SKYLIGHT TO BE REMOVED (TYP)LINE OF EXISTING WALL LINE BELOWEXISTING PARTIAL HEIGHT CMU WALL BELOW THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFERTO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.ROOF PLAN KEY NOTES 12345
SCALE:ROOF PLAN1/4"=1'-0"
SCALE:FLOOR PLAN1/4"=1'-0" SCALE:DEMOLITION FLOOR PLAN1/4"=1'-0"

EXISTING MAIN ELECTRICAL SWITCH BOARD TOREMAINEXISTING TOILET PARTITIONS TO REMAINREMOVE EXISTING TOILET & URINAL FIXTURESCOMPLETE (TYP)REMOVE EXISTING DOOR, FRAME, HARDWARECOMPLETE (TYP)REMOVE EXISTING SINK COMPLETEREMOVE EXISTING TOILET, ACCESSORIESREMOVE EXISTING VENDING MACHINE CAGEREMOVE EXISTING PHONE BOOTH & SIGNAGEREMOVE EXISTING PARTIAL HEIGHT BLOCK WALL,GRIND SMOOTH WALL/ FLOORREMOVE EXISTING CORNER GRAB BARSREMOVE EXISTING TOILET PARTITIONREMOVE EXISTING TOILET PARTITION DOORREMOVE EXISTING SKYLIGHTS & SCREENS (TYP) THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S)ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FORNOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.DEMO NOTES 12345678910111213
ARE-PAINT CMU BLOCK WALL (TYP)RE-PAINT WOOD TRIM & FASCIA (TYP)NEW ASPHALT SHINGLE ROOFINGPAINT NEW DOOR & FRAME (TYP)EXISTING MAIN SWITCH GEAR PANELPARTIAL HEIGHT CMU WALLS IN FOREGROUNDNEW SKYLIGHT w/ VANDAL CAGE ON TOP (TYP)ROOF VENTILATORPLUMBING VENTS (TYP)NEW LIGHT FIXTURE (TYP.) THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S)ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FORNOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.ELEV KEY NOTES BCDEFGHJK SCALE:ELEVATION3/16" = 1'-0"A
SCALE:ELEVATION3/16" = 1'-0"B
SCALE:ELEVATION3/16" = 1'-0"C
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A201.dwg, 12/23/2022 8:40:52 AM, RyanC DOOR ANDROOM FINISHSCHEDULEA301
SSHR
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

DOOR NOTES

HARDWARE SCHEDULE
MANUFACTURER'S SYMBOLSHA = HAGERIV = IVESLCN = LCNPOCKET DOOR HARDWAREBOLTS, DUST PROOF STRIKES,KICK PLATES, DOOR STOPS &SILENCERSFBB191YA = YALEST = STANLEYTR = TRIMCOLOCKS, LATCHES & CYLINDERSHINGESSIGNS & ADA POCKET DOOR PULLS

DOOR SCHEDULEDOORSIZEDETAIL REFERENCE

FRAME ASSEMBLYHARDWARE GROUPNOTES
NUMBERWIDTHHEIGHTTHK.REFER TO SHT.HEADJAMBTHRESH.1013'-0"6'-8"1-3/4"HM1 1023'-0"6'-8"1-3/4"HM3 1033'-0"6'-8"1-3/4"HM4 ALL SWINGING DOORS TO ACCESSIBLE SPACES SHALL COMPLY w/ THE FOLLOWING (U.N.O.):1.MINIMUM 3'-0"x6'-8" MINIMUM U.N.O.. DOOR HEIGHTS SHALL MATCH EXISTING CONDITION WHEREAPPLICABLE.2.BOTTOM 10" (MIN.) SHALL BE A SMOOTH, SOLID SURFACE.3.BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT.4.THRESHOLD CHANGE IN HEIGHT BETWEEN FLOOR SURFACES ON EITHER SIDE OF DOOR SHALL NOTEXCEED 12".5.LEVER TYPE LATCHSET AND LOCKSET HANDLES SHALL COMPLY WITH TITLE-24 ACCESSIBILITYREQUIREMENTS.6.PRESSURE TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5.0 lbs., AND FIRERATED DOORS SHALL NOT EXCEED 15lbs., PER CBC SECTION 1133B.2.5. ALL DOORS SHALL BEADJUSTED TO MEET THIS REQUIREMENT.7.PROVIDE ACCESSIBLE HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING ORTWISTING OF THE WRIST.8.ALL EXTERIOR DOORS TO BE WEATHER STRIPPED WITH PEMKO S88D WEATHER STRIPPING, U.N.O.9.ALL HOLLOW METAL DOOR FRAMES SHALL HAVE WELDED CORNERS, GROUND SMOOTH,WITHREINFORCED CORNERS AND HINGE LOCATIONS.10.FIRE RATED DOOR AND FRAME ASSEMBLIES SHALL BE INSTALLED WHERE NOTED OR AS REQUIREDBY CODE. DOORS AND FRAMES SHALL BEAR UNDERWRITERS LABORATORY (UL) LABEL FORREQUIRED FIRE RESISTIVE RATING. MODIFICATION OF LABELED ASSEMBLIES.11.MOUNTING HEIGHT OF LATCHING HARDWARE/ HAND-ACTIVATED DOOR OPENING HARDWARE SHALLBE CENTERED BETWEEN 30" TO 44" A.F.F. PER CBC SECTION 1133B.2.5.1.12.FURNISH AND INSTALL ALL HARDWARE AS REQUIRED FOR A COMPLETE ASSEMBLY. THE WORKSHALL INCLUDE, BUT IS NOT LIMITED TO, LOCKS, LATCHES, DOOR BUTTS WITH NON-REMOVABLEPINS ON OUT SWINGING EXTERIOR DOORS, AND DOOR STOPS. WHERE INDICATED ON PLANS, THEWORK INCLUDES METAL THRESHOLDS, METAL KICK PLATES, METAL PUSH PLATES, SINGLE ORDOUBLE ACTING SELF-CLOSING GRAVITY OPERATED GATE HINGES.

HARDWARE NOTES1.FINISH: SHALL BE US26D, (626 ON BRASS OR BRONZE BASE METAL, 652 ON STEEL BASE METALAND 630 FOR STAINLESS STEEL MATERIAL).2.HINGES: SIZE TO BE 4.5"x4.5" UNLESS OTHERWISE INDICATED. WIDTH OF HINGE SHALL BE68)),&,(1772&/($5)5$0($1'75,0:+(1'2256:,1*63529,'(1215(029$%/(PINS (NRP) AT EXTERIOR OUT-SWING DOORS. PROVIDE QUANTITY OF HINGES PER LEAF ASFOLLOWS:3.LOCKS: SHALL BE AS MANUFACTURED BY SCHLAGE LOCK. SERIES AND DESIGN AS LISTED INHARDWARE SCHEDULE.4.CLOSERS: SHALL BE AS MANUFACTURED BY LCN OF PRINCETON, ILLINOIS. CLOSER CYLINDERBODIES SHALL BE OF CAST IRON CONSTRUCTION. PROVIDE EXTRA DUTY ARMS (EDA) AT ALLPARALLEL ARM APPLICATIONS. CLOSERS FOR FIRE-RATED DOORS SHALL HAVE A TEMPERATURESTABILIZING FLUID THAT COMPLIES WITH CBC 7-2 (1997) AND UL10C. CLOSERS SHALL BE POWDERCOATED TO MATCH BHMA 689. CLOSERS TO BE INSTALLED WITH SEX OR THROUGH BOLTS.CLOSERS SHALL OPERATE WITH A MAXIMUM FORCE OF 5.0 LBS. AND NOT IN EXCESS OF 15 LBS.FOR FIRE RATED DOORS. INSTALL CLOSERS ON ROOM SIDE OF BUILDINGS, DO NOT INSTALLCLOSERS ON EXTERIOR SIDE OF BUILDINGS OR IN HALLWAYS OR CORRIDORS IF AT ALL POSSIBLE.5.THRESHOLDS: THRESHOLDS SHALL NOT EXCEED 12" IN HEIGHT.6.GASKETING: PROVIDE FIRE OR DRAFT GASKETING AS APPROVED BY THE SELECTED DOORMANUFACTURERS APPROVALS AND INSTALLATIONS INSTRUCTIONS FOR "POSITIVE PRESSURE"TESTING PROCEDURES.7.INSTALLATION: ALL OPERATING HARDWARE SHALL BE INSTALLED BETWEEN 30" AND 44" AFF.

HARDWAREGROUP 1.0:

GENERAL FINISH NOTESROOM FINISH SCHEDULE
ROOM NUMBERROOM NAMEFLR.BASEWALLS(PLAN DIRECTION)
TOILET PARTITIONCSWK.CLG.NOTESN.E.S.W.CTR.TOPCAB.WORK101WOMEN'S RESTROOMCONC-1-PR-1,P-3,CO-2PR-1,P-3,CO-2PR-1,P-3,CO-2PR-1,P-3,CO-2TP-1--PR-1,P-2,CO-2 102PLUMBING CHASECONC-1-PR-1,P-3PR-1,P-3PR-1,P-3PR-1,P-3--PR-1, P-2103MEN'S RESTROOMCONC-1-PR-1,P-3,CO-2PR-1,P-3,CO-2PR-1,P-3,CO-2PR-1,P-3,CO-2--PR-1,P-2,CO-2 EXTERIOR--PR-1,P-1,P-2,CO-1,CO-2PR-1,P-1,P-2,CO-1,CO-2PR-1,P-1,P-2,CO-1,CO-2PR-1,P-1,P-2,CO-1,CO-2---

1.CONTRACTOR SHALL SUBMIT SAMPLES PRIOR TO PLACING FULL ORDERS WHEREMATERIALS ARE NOT RETURNABLE.2.ALL WALL AND CEILING FINISH MATERIALS SHALL NOT EXCEED THE FLAME SPREADCLASSIFICATION OF THE CURRENT EDITION OF THE C.B.C.3.ALL PAINT FINISH SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'SSPECIFICATIONS FOR THE PARTICULAR SURFACE.4.ALL PAINT FINISH OF METAL DOOR FRAMES, PERIMETER ENCLOSURES, ETC., SHALLBE SEMI-GLOSS, UNLESS NOTED OTHERWISE (U.N.O.).5.CONTRACTOR SHALL PATCH AND PAINT AND / OR RE-FINISH ALL EXISTING WALLCONDITIONS AS REQUIRED TO MATCH THE EXISTING CONDITION. VERIFY WITHARCHITECT.6.FLOORING SUB-CONTRACTOR (S) SHALL FIELD VERIFY THE EXISTING FLOORCONDITION PRIOR TO BID AND INSTALLATION.7. REMOVE EXISTING INTERIOR CONCRETE SEALER, CLEAN AND APPLY NEW (CONC-1) PER MANUFACTURER'S INSTALLATION GUIDANCE.FINISH LEGENDTYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:CONC-1SEAL (E) CONCRETE FLOOR---N/AREMOVE EXISTING SEALER, CLEAN AND APPLY NEW- FLOORING TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:PR-1PRIMERDUNN EDWARDSULTRA-GRIP (UGPR00)N/AN/A1ST COAT / FOR INTERIOR AND EXTERIORROSE GARRISON 650-303-5990 PAINTTYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:P-1EXTRIOR PAINT ON CMUDUNN EDWARDSSPARTASHIELD / EGGSHELL (SSHL30)DE6199 PALE BEACHN/A2ND AND 3RD COATROSE GARRISON 650-303-5990 TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:P-2EXTRIOR & INTERIOR PAINT ON WOOD TRIM, BEAMS, CEILING, METAL DOOR, DOOR FRAME DUNN EDWARDSSPARTASHIELD / SEMI-GLOSS (SSHL50)DEC779 WOODLAWN GREENN/A2ND AND 3RD COATROSE GARRISON 650-303-5990 TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:CO-1ALIPHATIC POLYURETHANE COATINGDUNN EDWARDSVANDLGUARD ISOFREE, ALIPHATIC URETHANE 2K / CLEAR SATINCLEARN/ATWO COATS ON EGGSHELL FINISH PAINT (P-1) / FOR INTERIOR AND EXTERIORROSE GARRISON 650-303-5990 TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:CO-2ALIPHATIC POLYURETHANE COATINGDUNN EDWARDSVANDLGUARD ISOFREE, ALIPHATIC URETHANE 2K / CLEAR GLOSSCLEARN/AON SEMI-GLOSS FINISH PAINT (P-2, P-3) / FOR INTERIOR AND EXTERIOR / SEE COATING NOTE BELOWROSE GARRISON 650-303-5990 TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:P-3INTRIOR PAINT ON CMUDUNN EDWARDSSPARTASHIELD / SEMI-GLOSS (SSHL50)DE6197 MODERN IVORYN/A2ND AND 3RD COATROSE GARRISON 650-303-5990 TYPE:MANUFACTURER:STYLE/FINISH:COLOR/PATTERN:SIZE:NOTE:CONTACT:TP-1SOLID COLOR REINFORCED COMPOSITE TOILET PARTITIONBOBRICK1092.67P / SIERRA SERIESSC04 FOREST GREENPER FLOOR PLANOVERHEAD-BRACED, INSTITUTIONAL HARDWARE (.067 OPTION)MIKE EDWARDS (925) 829-2942 NEW TOILET PARTITIONCOATING NOTE:ONE COAT ON SMOOTH SURFACE, TWO COATS ON TEXTURED (CMU) SURFACE J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A301.dwg, 3/15/2021 11:50:23 AM, RyanC, DWG To PDF.pc3 DETAILSA80020031-A800
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:

FILE NAME:

DRAWN BY:CHECKED BY:

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
29/7/22 PUBLIC WORKSCOMMENTS RESPONSE
SCALE:3SKYLIGHT SECTION DETAIL1-1/2" = 1'-0"
4'-0" R.O.

NEW ROOFING o/ 30# FELT INTERWOVEN w/2-LAYERS S.A.F. MEBRANE WRAPPED UPCURBPREMAUFACTURED SKYLIGHT CURBMOUNT- MAINTAIN 1/2" CLEARANCE FROMCURB TO MOUNT at SIDES. SECURESKLIGHT TO CURB w/ #8x1-3/4" STAINLESSSTEEL FASTENERS at EA. PREDRILLEDLOCATION ENSURING FASTENER IS DRIVENSTRAIGHT INTO CURB. DO NOT SLANT orFORCE UPWARDS OR DOWNWARDS.DO NOT OVERTIGHTEN FASTENERCS16 STRAPPING PER STRUCT'L, OVERSHTG, BENEATH CURB NEW 4x6 w/ HU46 EA.END- SEE STRUCT'LDWGS
(E) 2x6 RAFTERS w/U26 HANGERS EA.END. (TYP)

PREMANUFACTUREDSECURITYGRILLE
HEAVY GAUGE METAL GRID CAGEAFFIXED TO SKYLIGHT FRAME w/STEEL HEM BAR & 2x2x24 CHANNEL SCALE:1NEW CMU WALL SECTION1" = 1'-0"
1'-4"
3"CLR3"1'-0"6'-0" ± MATCH (E)
CONVEX SHAPED TOP POURED WITHGROUT4" CMU BLOCK WALL, GROUT ALL CELLS.#4 REBAR at 16" O.C. VERT. & HORIZ.NEW CONCRETE- CONTRACTOR OPTIONTO POUR w/ FOOTING or SEPARATEEXISTING SLAB on GRADE #4 REBAR at 16" O.C. EPOXIED INTO (E)SLAB MIDWAY, 4" MIN EMBEDMENT,TURNED DOWN & TIED WITH VERT. BARSALTERNATE BENDS at BOTTOM of FOOTING NEW CONCRETE FOOTING w/ #4 BARS
SCALE:2NEW WALL to EXISTING1" = 1'-0"
4"
#4 HORIZONTAL BARS- EPOXY INTO (E) 8"CMU WALL at 16" O.C., MIN. 4" EMBEDMENTEXISTING CMU WALLNEW 4" CMU BLOCK WALL- GROUT ALLCELLS PER 1 / A8001 SCALE:4BICYCLE RACK3/4"=1'-0"
4"1'-2"4" 3'-0"PAVEMENT- SEECIVIL DWGS
CONC. FTG.1'-0" Ø1'-0" Ø
GALVANIZED METAL"WAVE TYPE" 7- BIKERACK- EMBEDDEDMOUNT
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A800.dwg, 12/23/2022 8:40:17 AM, RyanC ACCESSIBILTYDETAILSA902
RCHR
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

ACCESSIBILITY NOTES

9. Where towels, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, atleast one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor.1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment.4. The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4" to 1-1/2" or the shape shall provide anequivalent gripping surface. If grab bars are mounted adjacent to a wall, the clearance between the wall and the grabbars shall be 1-1/2".5. No protruding objects shall be mounted 12" above the grab bar or 1-1/2" below the grab bar.6. The rear wall grab bar shall be 36" min. and extend from the centerline of the water closet 12" minimum on one sideand 24" min. no the other.3. Grab bars shall be securely attached in a horizontal position, 33" minimum and 36" maximum above the finish floormeasured to the top of the of the gripping surface.2. Grab bars at the side shall be 42" long minimum, located 12" maximum from the rear wall and extending 54" minimumfrom rear wall with the front end positioned 24" minimum in front of the water closet..11. The top of the toilet seat 17" to 19" from floor surface measured to the top of a maximum 2" high toilet seat.10. Toilet tissue dispensers that control delivery or that do not permit continuous paper flow shall not be used. Dispenser isto be located within 7"-9" of the front edge of the toilet seat to the centerline of the dispenser with 19" min. height from floor tocenter line of dispenser (below grab bar).C. GRAB BARS

7. The water closet shall be located in a space 60" min. clear in width. The side shall provide a minimum of 17" and amaximum of 18" from the center line of the water closet to the adjacent wall. A minimum 48"x60" clear floor space shall beprovided in front of the water closet. Provide a minimum 60"x56" clear floor space around water closet when toilet is wallmounted, and a 60" x 59" minimum clear floor space if water closet is floor mounted. No fixture (including sinks) shall obstructthis clear floor space at the water closet.2. Lavatory faucets are lever type, push type or electronic control mechanisim valves that are operable with one hand anddo not require tight grasping, pinching or twisting of the wrist. Self closing valves shall maintain a minimum of 10 secondopen flow of 5 lbs. maximum force required to activate controls.6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas and shall require 5 lbs. maximumpressure to operate flush valve.5. All piping under lavatories shall be configured, insulated or otherwise covered to prevent contact. There shall be no sharpor abrasive surfaces under lavatories.4. All lavatories that are designed to be accessible shall be mounted with the rim or counter edge no higher than 34" abovethe finished floor and vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29"reducing to 27" at a point located 8" back from edge. Toe clearance under lavatory is under 9" high, 30" wide and extends aminimum of 17" in depth from the front of the lavatory.3. Lavatories adjacent to a wall shall be mounted with a minimum distance of 18" to the center line of the fixture.1. A minimum of 30"x48" clear space is provided in front of lavatory allowing foward approach.

7. Water closet and urinal flush valves controls and faucet and operating mechanism controls, shall be operable withone hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44"above the floor.

B. SANITARY FACILITY FIXTURES & ACCESSORIES

8. Mirrors shall be mounted with the bottom of the reflective surface no higher than 40" from the finished floor elevation.

6. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped space. No door shall encroachinto this space for more than 12".5. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room andpermit the door to close.8QLVH[VDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DFLUFOHóWKLFNGLDPHWHUZLWKDóWKLFNWULDQJOHVXSHULPSRVHGZLWKLQthe circle.'RRUZD\VOHDGLQJWRPHQ VVDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DQHTXLODWHUDOWULDQJOHóWKLFNZLWKHGJHVORQJDQGDYHUWH[SRLQWLQJXSZDUG:RPHQ VVDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DFLUFOHóWKLFNDQGLQGLDPHWHU4. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactilesign is provided at double doors with one active leaf, the sign shall be installed on the wall adjacent to the latch outside of thedoor. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the righthand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall belocated on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18"min. by 18" min., centered on the tactile characters, is provided beyond the arc of any door swing between the closed positionand 45 degree open position. Tactile characters on signs shall be located 48" min. above the finish floor or ground surface,measured from the baseline of the lowest tactile character and 60" max. above the finish floor or ground surface, measuredfrom the baseline of the highest tactile character A. GENERAL1. All dimensions and clearances within restroom areas shown on details are to be measured from finished surfaces.

8. In other than dwelling units, toilet rooms floors shall have a smooth, hard, non-absorbant surface such as portland cement,concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 inches. Walls within watercloset compartments shall be similarly finished to a height of 48 inches.

PROVIDE 42" BAR(36" MIN. REQ'D)6" MAX.GRAB BARBEHIND WCPROVIDE 48" GRAB BAR(42" MIN. REQ'D)T.P.12"MAX.

SCALE:3ACCESSIBLE TOILET 3/8"=1'-0"2'-6"(24" MIN. REQ'D) 54" MIN.
7"-9"2'-6 12"(24" MIN. REQ'D) 5'-2" CLR. (60" MIN. REQ'D) AT REAR WALL (NO SINKS)4'-2" CLR.(48" MIN. REQ'D)12"MIN.1712"

MAINTAIN MINIMUM REQUIRED KNEE CLEARANCENO SHARP/ ABRASIVESURFACES UNDERLAVATORIES CONTROL OPERATEDW/ ONE HAND MAX.FORCE OF 5 LBS.MIRROR, SEE DETAILFOR MOUNTING HEIGHTLEVER, PUSH ORELECTRONICALLYOPERATED FAUCET\INSULATE ALL PIPING WITHREMOVABLE PVC COVERS -USE TRUBRO "LAV GUARD 2"OR APPROVED EQUAL SCALE:2SINK CLEARANCESN.T.S.
7A901LOCATE CENTERLINE OFSINK AT LEAST 18" FROMTHE NEAREST VERTICAL SCALE:4REQUIRED ACCESSIBLE MOUNTING HEIGHTS1/4"=1'-0"
WALL - SIGNAGE (TYP.)DOOR MOUNTED SIGNAGE (TYP.)

WOMENMENUNISEXRESTROOMS
HEIGHT OFLETTERING5/8" MIN. TO 2"MAX.UPPERCASECHARACTERSCORRESPONDINGGRADE II BRAILLECENTERED ON SIGNPER DETAIL 8/A900 LETTERINGRAISED 1 / 32"
MEN

DOOR - MOUNTEDSIGNAGE
WALL MOUNTED SIGNAGE TO BE LOCATED ALONGSIDETHE DOOR AT THE LATCH SIDE. WHERE THERE IS NOWALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR,SIGN SHALL BE LOCATED ON THE NEAREST ADJACENTWALL. SIGNS CONTAINING TACTILE CHARACTERS SHALLBE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18INCHES MINIMUM BY 18 INCHES MINIMUM, CENTEREDON THE TACTILE CHARACTERS, ISPROVIDED BEYOND THE ARCOF ANY DOOR SWINGBEYOND THE CLOSED326,7,21$1'OPEN POSITION.NOTE:1. PICTOGRAMS AND/OR LETTERING ARE NOTREQUIRED ON DOOR - MOUNTED SIGNAGE.2. GENDER SIGNS MUST CONTRAST FROM DOOR3. CIRCLE AND TRIANGLE MUST CONTRAST FROM ONEANOTHER 6" MIN.
1'-6" MIN.

SCALE:5IDENTIFICATION SYMBOLAT SANITARY FACILITIES3/8"=1'-0" 5'-0" MIN.4'-0" MIN
NOTE:2% MAX. SLOPE INANY DIRECTION, TYP.PUSH SIDE
PULL SIDE2'-0" MIN.CLR.

BINTERIOR DOORAEXTERIOR DOORREQ'D CLR.SPACEPUSH SIDEPULL SIDE12"MIN. 5'-0" MIN.4'-0" MIN
NOTE:2% MAX. SLOPE INANY DIRECTION, TYP.PUSH SIDE
PULL SIDE2'-0" MIN.CLR.

BINTERIOR DOORAEXTERIOR DOORREQ'D CLR.SPACEPUSH SIDEPULL SIDE SCALE:6DOOR CLEARANCES1/4"=1'-0"PROVIDE THISADDITIONALSPACE IF DOORIS EQUIPPEDW/ BOTH ALATCH AND ACLOSER NOTE: 1. IF NOT EXISTING, PROVIDENEW SIGN AT PROPERTY'S MAINENTRY PER DETAIL 2/~2. GENERAL CONTRACTOR TOVERIFY ACCESSIBLE STALLSARE IN COMPLIANCE WITH A.D.A.& STATE DISABLED STANDARDS SCALE:7ACCESSIBLE PARKING STALL1/8"=1'-0"
12'-0"*9'-0"
4" WIDE PTD DIAG. STRIPES(WHITE)
WITHIN THE ACCESSIBLE UNLOADINGAISLE, STENCIL WHITE PAINT THEWORDS "NO PARKING" IN 12" (MIN)HIGH LETTERS5'-0"**VAN SPACESPERMITTED TO BE108" WIDE WHEREACCESS AISLE IS 96"WIDE MIN. ( 'VAN' STALL )

PEDESTRIANROUTE
48" MINCURBFLARED SIDES 1:10MAX SLOPE., TYP.1 : 48 MAX.SLOPE IN ALLDIRECTIONS48" MINTOP LANDING SCALE:11PERPENDICULAR CURB RAMP1/4"=1'-0"
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A902.dwg, 3/15/2021 11:50:42 AM, RyanC, DWG To PDF.pc3 SHEET NAME:

SET ISSUED:

JOB NO.:

SHEET NO.:

FILE NAME:

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PLOT DATE:

PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

S101

ROOF FRAMING
PLAN
831.476.3681
2715 PORTER STREET SOQUEL CA 95073

CIVIL AND STRUCTURAL ENGINEERS
DONALD C. URFER AND ASSOC. INC.

EXPIRATION: JUNE 30, 2021

KAREN WIINIKKA
No. 5056

THE USE OF THESE PLANS AND SPECIFICATIONSACCEPTANCE OF THESE RESTRICTIONS.CONSTITUDES PRIMA FACIE EVIDENCE OF THEENGINEER AND VISUAL CONTACT WITH THEMSPECIFICATIONS REMAINS WITH THEPART IS PROHIBITED. TITLE TO THE PLANS ANDPUBLICATION BY ANY METHOD IN WHOLE OR INPUBLICATION THEREOF IS EXPRESSLY LIMITEDIS RESTRICTED TO THE ORIGINAL SITE FORTO SUCH USE, RE-USE, REPRODUCTION ORWHICH THEY WERE PREPARED, AND 99 Pacific St, Ste 375GMonterey, CA 93940Telephone (831) 641-7739Job No. 20012.00ZALEngineeringMechanical ConsultantsNOT FORCONSTRUCTION P0.1
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

DRAWN BY:CHECKED BY:

PLOT DATE:PRINT DATE:3.10.202120031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.:

TITLE SHEETPLUMBING

1.ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA PLUMBINGCODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING THE CALIFORNIA ENERGYCONSERVATION STANDARDS OF TITLE 24.2.LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENTSUPPORTS ARE DETAILED ON THE STRUCTURAL AND ARCHITECTURAL PLANS.3.PLATFORMS, CURBS AND FLASHING FOR EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURALAND ARCHITECTURAL PLANS. COORDINATE THE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTFOR THE FURNISHED EQUIPMENT.4.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'SRECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER DEVICES REQUIREDFOR A COMPLETE WORKABLE INSTALLATION.5.ALL EQUIPMENT, PIPING, AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE THE BUILDING OROTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOFED.6.PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA “GUIDELINES FOR SEISMIC RESTRAINTS OFMECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS.”7.COORDINATE PLUMBING SYSTEMS WITH WORK OF OTHER TRADES PRIOR TO ANY FABRICATION ORINSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETEWORKABLE INSTALLATION.8.EXPOSED PIPING ALLOWED ONLY WHERE INDICATED. PROVIDE ESCUTCHEONS IN FINISHED AREAS.9.MAINTENANCE LABEL SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT.10.PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR EQUIPMENT PROVIDED UNDER OTHER DIVISIONSOF THE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EQUIPMENT.11.PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED BY AN APPROVED MATERIAL ASPRESCRIBED IN CBC SECTION 714.12.REFER TO STRUCTURAL DRAWING FOR LOCATIONS OF BEAMS, SHEAR WALLS AND MEMBERS. ALLDRILLING OF STRUCTURAL BEAMS AND MEMBERS TO BE COORDINATED WITH THE STRUCTURALENGINEER. ALL HOLES SHALL BE MINIMUM SIZE AND APPROVED BY STRUCTURAL ENGINEER PRIOR TODRILLING.13.FIELD VERIFY LOCATION AND SIZE OF ALL EXISTING PIPING, DUCTWORK AND EQUIPMENT PRIOR TOFABRICATION OF ANY NEW WORK.14.ALL WATER CLOSETS CONTROLS SHALL BE ON THE SIDE OF THE FIXTURE AWAY FROM THE WALL.15.ALL FAUCET CONTROLS SHALL BE OPERABLE WITH THE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST.16.PC SHALL PROVIDE CONCRETE INSERTS FOR HANGING PLUMBING EQUIPMENT, COORD. W/ GC.

GENERAL PLUMBING NOTES
(N) WASTE PIPING (NEW)WASTE PIPING (EXISTING)SUB-SOIL PIPINGVENT PIPING (NEW)UNIONSTRAINERT & PRV RELIEF VALVEPRESSURE REDUCING VALVEPIPE TEE DOWN PIPE TURNING DOWN (DROP)PIPE TURNING UP (RISE)PETES PLUGHOSE BIBB (3/4" MIN.)PIPE HANGERGATE VALVEGLOBE VALVEDIRECTION OF FLOWFLANGED UNIONFLOOR DRAINFLOOR SINK

BALANCING COCKCAPCHECK VALVECLEANOUTBALL VALVE

TRAP PRIMER (TP)

GCOGROUND CLEANOUT
VTRVENT THRU ROOFWWASTEWCWATER CLOSETWCOWALL CLEANOUTWHWATER HEATERWHAWATER HAMMER ARRESTORWMWATER METERVIFVERIFY IN FIELDVVENTTPTRAP PRIMERSSSANITARY SEWERSOVSHUTOFF VALVERDROOF DRAINPVCPOLYVINYL CHLORIDE PIPEPRVPRESSURE REDUCING VALVEPIVPOST INDICATION VALVEPCPLUMBING CONTRACTOR(N)NEWNPWNON POTABLE WATERMCMECHANICAL CONTRACTORLAVLAVATORYIE:INVERT ELEVATION

DCWDOMESTIC COLD WATER

HBHOSE BIBGPMGALLONS PER MINUTEGCGENERAL CONTRACTORFSCFIRE SPRINKLER CONTRACTORFDFLOOR DRAINFCOFLOOR CLEANOUTFCFLEX CONNECTORELELEVATIONECELECTRICAL CONTRACTOR(E)EXISTINGDNDOWNDCVDETECTOR CHECK VALVECDCONDENSATECAST IRONCFHCUBIC FEET PER HOURCBCATCH BASINBVBALL VALVEAPACCESS PANELAFFABOVE FINISH FLOOR

BACKFLOW PREVENTORREDUCED PRESSUREPOINT OF CONNECTIONTO EXISTINGRPBFP

SYMBOLS & ABBREVIATIONS (PLUMBING)

WWASTE PIPING -UNDERGROUND (NEW)WATERHAMMER ARRESTOR(WHA)VENT PIPING (EXISTING)

DHWDOMESTIC HOT WATERCI

FSFLOOR SINKDHWRDOMESTIC HOT WATER RETURN

PPPETES PLUGPOCPOINT OF CONNECTION PODPOINT OF DEMOLITIONRWLRAIN WATER LEADER

DOMESTIC COLDWATER (NEW)CHROME PLATEDCPDOMESTIC COLDWATER (EXISTING)DOMESTIC HOT WATER(EXISTING)DOMESTIC HOT WATER (NEW)DOMESTIC HOT WATER RETURN(EXISTING)DOMESTIC HOT WATER RETURN(NEW)

PIPE (ABOVE THE CEILING)

VBVALVE BOX
PLUMBING FIXTURE SCHEDULECODEDESCRIPTIONACCESSIBLEMOUNTING TYPEGOOSENECKTRAPMIN. ROUGH-IN CONN (IN)LOCATIONREMARKSFLOORCOUNTER TOPWALLSPOUTPRIMERWVCWHW L-1LAVATORYADA––•––211/23/4–TOILET ROOM1 UR-1URINALADA––•––211/23/4–TOILET ROOMWATERLESSWC-1WATER CLOSETADA––•––421–TOILET ROOM1.28 GPF WC-2WATER CLOSET–––•––421–TOILET ROOM1.28 GPF NOTES:1. BOWL TO BE WILLOUGHBY ES-1015-HC-NV-4CC W/ METERING FAUCET CHICAGO FAUCETS 857-E12-665PSHABCP. 0.25GAL/CYCLE2. WILLOUGHBY ASUW-1314-HEU 0.125 GAL/FLUSH3. WILLOUGHBY ETW-1490-CM4. SAME AS WC-1 LESS ADA REQUIREMENTS SEWERSEWERWATER IRR.IRR.IRR.GCO GCO(E) 4" W (E) 4" W
WC1L1 WC2WC2WC2WC2
L1
L1
L1UR1UR1UR1WC2WC2WC1
(E) 2" DCW(E) 2" DCW(E) HOSE BIB(E) 1" DCW(TYP. ALL WC) (E) 3/4" DCW(TYP. ALL UR)
(E) 3/4" DCW(TYP. ALL L)(E) 3/4" DCW(E) FLOOR DRAIN
(E) FLOOR DRAIN
(E) FLOOR DRAIN
SEWERSEWERWATER IRR.IRR.IRR.GCO GCO(E) 4" W (E) 4" W(E) 2" DCW(E) 2" DCW(E) HOSE BIB(E) 1" DCW(TYP. ALL WC) (E) 3/4" DCW(TYP. ALL UR)
(E) 3/4" DCW(TYP. ALL L)(E) 3/4" DCW(E) FLOOR DRAIN
(E) FLOOR DRAIN
(E) FLOOR DRAIN
THE USE OF THESE PLANS AND SPECIFICATIONSACCEPTANCE OF THESE RESTRICTIONS.CONSTITUDES PRIMA FACIE EVIDENCE OF THEENGINEER AND VISUAL CONTACT WITH THEMSPECIFICATIONS REMAINS WITH THEPART IS PROHIBITED. TITLE TO THE PLANS ANDPUBLICATION BY ANY METHOD IN WHOLE OR INPUBLICATION THEREOF IS EXPRESSLY LIMITEDIS RESTRICTED TO THE ORIGINAL SITE FORTO SUCH USE, RE-USE, REPRODUCTION ORWHICH THEY WERE PREPARED, AND 99 Pacific St, Ste 375GMonterey, CA 93940Telephone (831) 641-7739Job No. 20012.00ZALEngineeringMechanical ConsultantsNOT FORCONSTRUCTION P2.11P2.1SCALE:3/8"=1'-0"FLOOR PLAN - NEW PLUMBINGSHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

DRAWN BY:CHECKED BY:

PLOT DATE:PRINT DATE:3.10.202120031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.:

FLOOR PLANPLUMBING 2P2.1SCALE:3/8"=1'-0"FLOOR PLAN - DEMO PLUMBING0261SCALE: 3/8" = 1'-0"30261SCALE: 3/8" = 1'-0"3 DEMOLITION NOTESSHEET NOTES1.INSTALL (N) PLUMBING FIXTURE &RECONNECT TO (E) PIPING.2.(E) PLUMBING FIXTURES TO REMAIN.1.REMOVE (E) PLUMBING FIXTURE. CAP &PROTECT PIPING FOR FUTURERECONNECTION.2.(E) PLUMBING FIXTURES TO REMAIN. 21 2
12 2
22 111
1 1111111
111 1
11 11111
1111
1 2
2 1
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

URUM AC
AY, INC.B
These drawings are instruments of service and are the
property of AURUM CONSULTING ENGINEERS MONTEREY BAY,
INC. All designs and other information in the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of AURUM CONSULTING ENGINEERS MONTEREY BAY, INC.
20-085.00

TYPE DESCRIPTION MANUFACTURERLAMPS

LIGHT FIXTURE SCHEDULE
FIXTURE NOTES:

1. ALL LED LIGHT FIXTURE DRIVERS SHALL BE ELECTRONIC TYPE, 10% TOTAL HARMONIC DISTORTION MAXIMUM.

2. ALL LED LIGHT MODULES SHALL BE ENERGY SAVING 3500° K, 80 CRI MINIMUM, U.O.N. (SEE SPECIFICATIONS FOR MORE INFORMATION).

3. ALL LED DRIVERS (AND ASSOC. FIXTS.) SHALL HAVE MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH

CALIFORNIA ENERGY COMMISSION STANDARDS AND REQUIREMENTS, WHERE SUCH ARE USED IN CONDITIONED SPACES.

4. EMERGENCY LIGHTS AND LIGHT FIXTURES WITH EMERGENCY BATTERY BACK-UP SHALL SUPPLY A MINIMUM DURATION OF 90 MINUTES OF POWER IN THE EVENT OF A POWER OUTAGE/FAILURE.

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT SHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.

2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTION FEES REQUIRED BY THIS CONTRACT WORK.

3. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR ALL FIELD CONDITIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL OBTAIN INFORMATION AND BE FAMILIAR WITH ALL OTHER TRADES WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN OTHER TRADES ON PROJECT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY AND SHALL PROVIDE

INSURANCE COVERAGE AS NECESSARY FOR LIABILITY AND PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.

5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL AT THE CONCLUSION OF THE PROJECT PROVIDE ACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.

6. ALL MATERIALS PROVIDED TO THE PROJECT SHALL BE NEW. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.

7. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT A CONSTRUCTION SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION DATES.

8. CONTRACTOR SHALL PROVIDE ALL REQUIRED "CUTTING, PATCHING AND REPAIRS" NECESSARY TO RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS EXISTING AT START OF WORK.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING ALL EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.

REFER TO ARCHITECTS PAINTING SECTION FOR REQUIREMENTS.

10. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF. EXTERIOR CONDUITS RUN INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING UNLESS OTHERWISE NOTED ON DRAWINGS.

11. ALL CONDUITS UNLESS OTHERWISE NOTED ON DRAWINGS SHALL HAVE AS A MINIMUM: TWO (2) #12s WITH ONE (1) #12 GROUND. "TICK" MARKS SHOWN ON CIRCUITRY ARE FOR ROUGH ESTIMATING ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRES AND WIRE SIZES REQUIRED BY LATEST CODE.

12. ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS. SHARED NEUTRALS ON MULTIWIRE CIRCUITS IS NOT ALLOWED.

13. ALL 120/277V LIGHT SWITCHES AND WALL OCCUPANT SENSORS SHALL HAVE A NEUTRAL INSTALLED TO THE DEVICE BOX EXCEPT WHERE A CONDUIT OR SURFACE RACEWAY SYSTEM IS INSTALLED.

14. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANELS WITH ALL OTHER WORK TO AVOID CONFLICTS.

15. SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND DEVICES. THE

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING TYPES FROM ARCHITECTURAL DOCUMENTS AND PROVIDE AND INSTALL ALL REQUIRED FIXTURE MOUNTING HARDWARE.

PROVIDE AND INSTALL U.L. LISTED FIRE STOP ENCLOSURES FOR ALL RECESSED FIXTURES IN FIRE RATED CEILINGS.

16. CONTRACTOR SHALL PROVIDE IN EVERY NEW EMPTY CONDUIT A DRAW STRING FOR USE IN FUTURE CONSTRUCTION.

17. WHERE IT IS NOT POSSIBLE TO REUSE EXISTING CONDUIT OR RUN NEW CONCEALED CONDUIT USE NON-METALLIC SURFACE RACEWAY AND BOXES. ROUTING OF ALL NON-METALLIC RACEWAYS SHALL BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.

18. EXTENSION RINGS OR RESET BOXES TO BE FLUSH WITH NEW WALL THICKNESS.

19. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICAL

CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT ACTUAL CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.

20. ALL INSTALLATION OF EXPOSED SURFACE MOUNTED RACEWAY IN PUBLIC AREAS SHALL BE REVIEWED BY ELECTRICAL ENGINEER BEFORE ROUGH-IN. CONTRACTOR IS TO DETERMINE THE ACCESSIBILITY OF ATTIC, FURRED SPACE, HOLLOW MULLIONS, ETC. IN EACH AREA AND REVIEW WITH ENGINEER. IF SYSTEM CAN BE ROUTED CONCEALED EITHER BY FISHING OR ACCESSIBILITY, CONTRACTOR IS TO DO SO. IF INACCESSIBILITY

IS DETERMINED, CONTRACTOR SHALL INSTALL SURFACE MOUNTED RACEWAY IN THE MOST AESTHETICALLY PLEASING MEANS AS DETERMINED BY THE THE ENGINEER. NO ALLOWANCE FOR ADDITIONAL COMPENSATION DUE TO ROUTING AS DIRECTED BY THE ENGINEER WILL BE MADE.

SHEET INDEX
E0.1 SYMBOLS, ABBREVIATIONS, LIGHT FIXTURE SCHEDULE,

CODES, STANDARDS, & GENERAL CONSTRUCTION
NOTES.

E0.2 CALIFORNIA ENERGY COMPLIANCE TITLE 24
(INTERIOR).

E0.3 CALIFORNIA ENERGY COMPLIANCE TITLE 24
(EXTERIOR).

E1.0 PANELBOARD SCHEDULE, ELECTRICAL DEMOLITION,
POWER & LIGHTING PLANS.

E2.0 ELECTRICAL SPECIFICATIONS.

APPLICABLE CODES & STANDARDS
CODES:

1. 2019 CALIFORNIA ADMINISTRATIVE CODE C.C.R., TITLE 24, PART 1.

2. 2019 CALIFORNIA BUILDING CODE (CBC) C.C.R., TITLE 24, VOL. 1 & 2 BASED ON THE 2018 INTERNATIONAL BUILDING CODE (IBC) WITH CALIFORNIA AMENDMENTS.

3. 2019 CALIFORNIA ELECTRICAL CODE (CEC) C.C.R., TITLE 24, PART 3 BASED ON THE 2017 NATIONAL ELECTRICAL CODE (NEC) WITH CALIFORNIA AMENDMENTS.

4. 2019 CALIFORNIA MECHANICAL CODE (CMC) C.C.R., TITLE 24, PART 4 BASED ON THE 2018 UNIFORM MECHANICAL CODE (UMC) WITH CALIFORNIA AMENDMENTS.

5. 2019 CALIFORNIA PLUMBING CODE (CPC) C.C.R., TITLE 24, PART 5 BASED ON THE 2018 UNIFORM PLUMBING CODE (UPC) WITH CALIFORNIA AMENDMENTS.

6. 2019 CALIFORNIA ENERGY CODE C.C.R., TITLE 24, PART 6.

7. 2019 CALIFORNIA FIRE CODE (CFC) C.C.R., TITLE 24, PART 9 BASED ON THE 2018 INTERNATIONAL FIRE CODE (IFC) WITH CALIFORNIA AMENDMENTS.

8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE C.C.R., TITLE 24, PART 11.

9. 2019 CALIFORNIA REFERENCED STANDARDS CODE C.C.R., TITLE 24, PART 12.

10. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

11. NATIONAL FIRE ALARM CODE (NFPA 72) 2019.

12. CITY OF SALINAS ORDINANCES, CODES, AND REGULATIONS.

STANDARDS:

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

2. ELECTRONICS INDUSTRIES ASSOCIATION (EIA)

3. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

5. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

6. UNDERWRITER LABORATORIES (UL)

7. CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL/OSHA)

REMOTE ANNUNCIATORS

HORN ONLY

FIRE ALARM COMMUNICATOR

MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

FIRE SYSTEM ANNUNCIATOR

FIRE ALARM TRANSPONDER

ELEVATOR STATUS/RECALL

OR TRANSMITTER

SMOKE DETECTOR

HEAT DETECTOR

STROBE ONLY

HORN/STROBE

MINI HORN

BELL (GONG)

FIRE SMOKE DAMPER

DUCT SMOKE DETECTOR
M
P

TAMPER SWITCH

FLOW SWITCH

POST INDICATING VALVE
FCP
FSA
FTR
ESR
FAC
ANN

END OF LINEEOL

AUXILIARY POWER SUPPLYAPS
S

HALF SWITCHED DUPLEX RECEPTACLE

INSTALLATION

RECEPTACLE - DUPLEX
#10
E
2 3

FLOOR MOUNTED DUPLEX RECEPTACLE
J

PANELBOARD - FLUSH MOUNTED

SIZE PER CODE, TAPE AND TAG WIRES

PANELBOARD - SURFACE MOUNTED

EQUIPMENT PANEL - SURFACE MOUNTED

EQUIPMENT PANEL - FLUSH MOUNTED

METER W/ CURRENT TRANSFORMER

INTERIOR SPEAKERS CEILING MOUNTED

TV OUTLET

VOICE/DATA OUTLET - FLOOR MOUNTED

JUNCTION BOX - CEILING OR WALL MOUNTED,

GFCI CONVENIENCE RECEPTACLE - DUPLEX

DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER -

FIELD VERIFY HEIGHT

POWER OUTLET - SEE PLANS FOR NEMA TYPE

RECEPTACLE DOUBLE DUPLEX

VOICE/DATA WALL OUTLET

WALL TELEPHONE OUTLET
CLOCK +8'-0" AFF U.O.N. VERIFY BEFORE

PER EQUIPMENT MFGRS NAMEPLATE DATA

FUSED DISCONNECT SWITCH ELEMENT FUSES SIZED

CONDUIT - UP

CONDUIT - DOWN

CONDUIT EMERGENCY SYSTEM

FLEX CONDUIT WITH CONNECTION

SURFACE METAL OR NON-METALLIC RACEWAY

CONDUIT - CONCEALED IN WALLS OR CEILING

CONDUIT - EXISTING

CONDUIT - BELOW SLAB OR
UNDERGROUND: 3/4"MIN.

GROUND ELECTRODE
NEMA 3R ENCLOSURE UNLESS OTHERWISE SPECIFIED

MAGNETIC STARTER - NEMA SIZE INDICATED

NON-FUSED DISCONNECT SWITCH

GROUND ROD WITH GROUNDWELL BOX

CIRCUIT BREAKER

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

TRANSFORMER - SEE SINGLE LINE FOR SIZE

MOTOR CONNECTION
COMBINATION STARTER/FUSED DISCONNECT SWITCH;

CONDUIT CONTINUATION

DETAIL OR SECTION REFERENCE

SECURITY DOOR CONTACTS

CAPPED OR STUB-OUT CONDUIT

PULLBOX
SYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE. DISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANS.

DETAIL NOTE REFERENCE SYMBOL
SEE ASSOCIATED NOTE ON SAME DETAIL2 1
E3.0

INTERIOR SPEAKERS WALL MOUNTED
M

LOW VOLTAGE WIRINGLV

INDICATES QUANTITY OF DATA OUTLETS

INDICATES QUANTITY OF TELEPHONE OUTLETS
1 2
F301 FEEDER DESIGNATION;

SEE ASSOCIATED NOTE ON SAME DETAIL
SHEET NOTE REFERENCE SYMBOL;

SEE ASSOCIATED NOTE ON SAME SHEET
SCHEDULE SYMBOL; SEE ASSOCIATED

NOTE ON SAME SHEET

SINGLE RECEPTACLE

DUPLEX RECEPTACLE - CEILING MOUNTED

HEIGHTHT

INTERCOM
PANEL

LIGHTING

KILOWATT

KILOVOLT

JUNCTION BOX

LIGHTING CONTROL
KVA
LCP
LTG
JB
KW
KV

KILOVOLT AMPERES

POWER POLE
FUSED DISCONNECT SWITCH; FUSED WITH

DUAL-ELEMENT FUSES SIZED PER EQUIPMENT

MFGR'S NAMEPLATE DATA

CCTV CAMERA

SECURITY MOTION DETECTOR
IC

INCANDESCENTINCAND

INTERMEDIATE IDF

FLOOR MOUNTED BOX

DETAIL NUMBER

SHEET NUMBER

DISTRIBUTION FRAME

ELECTRICAL SYMBOLS & ABBREVIATIONS
*
*
*
*
*
*
*
*
**
+48" A.F.F. TO TOP OF BOX, U.O.N.
+15" A.F.F. TO BOTTOM OF BOX, U.O.N.
*

SECURITY SYSTEM KEYPAD
S
S
C
KP
SC
MD

GFCI CONVENIENCE DUPLEX RECEPTACLE

MOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT
J

PULL BOXPB

PA PUBLIC ADDRESS

CHLORIDE

POLYVINYL

REQUIRED
SHEET
SWITCH
PHASE
PANEL
PVC
PNL
REQD
SWBD
SHT
(R)
SW
PF
WITH
WATT
VOLT
UON
XFMR
W/
W
WP
V

TYP TYPICAL

MOUNTED

METAL HALIDE

THOUSAND

LOW VOLTAGE

CIRCULAR MILS

MAIN LUGS ONLY
NEW

NOT IN CONTRACT

ON CENTER

CONTRACT

NOT IN ELECTRICAL

MOUNTING

POWER FACTOR

SWITCHBOARD

UNLESS OTHERWISE NOTED

REQUIREMENT(S)

EXISTING TO BE REMOVED

TRANSFORMER

WEATHERPROOF
MTD
KCM
LV
MH
MLO
OC
NIEC
NIC
(N)
MTG

OVERHEADOH

REQMT'S

MECHANICALMECH

RECPT'S RECEPTACLES
(RP) REMOVABLE POLE

PWR POWER

UG UNDERGROUND

SINGLE LINE DIAGRAMSLD

OAH OVERALL HEIGHT

PASSIVE INFRAREDPIR
PH

PHOTOVOLTAICPV

TTB TELEPHONE TERMINAL

BACKBOARD

MAIN DISTRIBUTION FRAMEMDF

MAIN POINT OF ENTRANCEMPOE

SYSTEMS TERMINATION

CABINET
STC
FUTURE

GROUND FAULT
GROUND

INTERRUPTING
GFCI
(F)
AFF
A

ABOVE FINISHED FLOOR
AMPERE
GND, G
AWG
ARCH
BKR
CB
C.O.

CLG
CTR
CKT
DIM
DIST
CL
(E)
C
EQUIP
FIN
FACP
FA
FL
EMT
FLOOR

METALLIC TUBING

CONTROL PANEL

EQUIPMENT

FIRE ALARM
FINISH

FIRE ALARM

AMERICAN WIRE

CIRCUIT BREAKER

BREAKER
GAUGE

DISTRIBUTION

CIRCUIT

CENTER LINE

CEILING

CONDUIT ONLY
CENTER

DIMENSION

EXISTING

ELECTRICAL

CONDUIT

ARCHITECT GALVANIZED RIGIDGRS
STEEL

EM EMERGENCY

ALUM/AL ALUMINUM

FLUOR FLUORESCENT

GENERAL CONTRACTORGC

CATV CABLE TV

CCTV CLOSED CIRCUIT TV

EC ELECTRICAL CONTRACTOR
GFI
(EL) EVENING LIGHT
NUMBER

NOT TO SCALENTS
NO.
(NL) NIGHT LIGHT

NOMINALNOM

ABBREVIATIONS

FIRE ALARM
NOTE: SEE FIRE ALARM DRAWINGS FOR QUANTITIES AND MOUNTING HEIGHTS.

D DIMMER

LETTER INDICATES DUPLEX HALF

CONTROLLED RECEPTACLE
HC
*

LETTER INDICATES DUPLEX FULLY

CONTROLLED RECEPTACLE
C
*

SINGLE POLE SWITCH

FOUR WAY SWITCH

THREE WAY SWITCH

LIGHTING DIMMER

KEY OPERATED SWITCH

SINGLE POLE SWITCH,
a = CIRCUIT CONTROLLED

MANUAL MOTOR STARTER
3 a
4 K
M

S WALL OCCUPANCY SENSOR

LIGHTING CONTROL OCCUPANCY SENSOR

CORNER MOUNTED
DOUBLE SWITCHED WALL OCCUPANCYS 2 SENSOR
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
S
S
S
S
S
S
S

DIMMER ROOM CONTROLLERDRC

DIGITAL DUAL TECHNOLOGY
WALL OCC. SENSORS S

DIGITAL MULTI SCENE

LIGHTING SWITCH
S

DIGITAL ON/OFF SWITCHS

S D DIGITAL DIMMER SWITCH
M#

PLUG LOAD CONTROLLER

ROOM LIGHTING CONTROLLER

LCP LIGHTING CONTROL PANEL

DIGITAL DAYLIGHT SENSORDL

DIGITAL DUAL TECHNOLOGY
OCC. SENSOR
**
**

SEE SCHEDULE

EMERGENCY LIGHT

TRACK LIGHTING - SEE SCHEDULE

LUMINAIRE - RECESSED - SEE SCHEDULE

EXIT LIGHT - DIRECTIONAL ARROWS AS

INDICATED - SEE SCHEDULE

LUMINAIRE - POLE OR POST MOUNTED -

BOLLARD OR PATH LIGHT - SEE SCHEDULE

STRIP FLUORESCENT OR LED LUMINAIRE -

LUMINAIRE - SURFACE MOUNTED -

LUMINAIRE - WALL MOUNTED SEE SCHEDULE

FLUORESCENT OR LED LUMINAIRE -

EMERGENCY OR NIGHT LIGHT

RECESSED WALL WASHER

SEE SCHEDULE
**
**

DIMMING DUAL TECHNOLOGY
**
S
S 2

WALL SWITCH OCCUPANCY SENSOR
2-BUTTON DIMMING DUAL TECHNOLOGY

WALL SWITCH OCCUPANCY SENSOR
**
CH

DOOR BELL PUSHBUTTON

DOOR CHIME WITH LED

FC FOOT CANDLE

FLA FULL LOAD AMPS

MINIMUMMCA

CIRCUIT AMPS

MAXIMUM OVERMOCP

CURRENT PROTECTION

CHIME/STROBE
RC
PC
**

WIRELESS ACCESS POINT (WAP) -

CEILING MOUNTED

WIRELESS ACCESS POINT (WAP) -

WALL MOUNTED - FIELD VERIFY HEIGHT

VOICE/DATA OUTLET MOUNTED ABOVE

COUNTER - FIELD VERIFY HEIGHT
[#]
[#]
[#] CONDUIT - HOME RUN TO PANEL, TERMINAL
CABINET, ETC. RUNS MARKED WITH
CROSSHATCHES INDICATE NUMBER OF #12
AWG WIRES WHEN MORE THAN TWO. SIZE

CONDUIT ACCORDING TO SPECIFICATIONS
AND APPLICABLE CODE. CROSS HATCHES

WITH NUMBER ADJACENT INDICATES WIRE
SIZE OTHER THAN #12 AWG.

NUMBER IN BRACKETS DENOTES NUMBER
OF CABLE DROPS WHEN MORE THAN (2).
[#]

SURFACE MOUNTED VOICE/DATA WALL OUTLET
*

SURFACE MOUNTED VOICE/DATA OUTLET

MOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT
[#]
[#]

VOICE/DATA OUTLET - CEILING MOUNTED
[#]

VOLTAGE DROPVD

EV ELECTRICAL VEHICLE
MAIN CIRCUIT BREAKER M.B.

CARBONCO MONOXIDE ALARM
E0.1

SYMBOLS,

ABBREVIATIONS, CODES,

STANDARDS & GENERAL

CONSTRUCTION NOTES
MS11FL SERIES

KENALL LIGHTING
LED
20W12"SQ x 4" DEEP SURFACE MOUNT LED FIXTURE, HIGH

IMPACT RESISTANT INJECTION MOLDED

POLYCARBONATE LENS, IMPACT RESISTANT HOUSING,
FINISH PER ARCHITECT, 120/277V.
3500°K .A
MS11EL SERIES

KENALL LIGHTING
LED
20W12"SQ x 4" DEEP SURFACE MOUNT LED FIXTURE, HIGH

IMPACT RESISTANT INJECTION MOLDED

POLYCARBONATE LENS, IMPACT RESISTANT HOUSING,

FINISH PER ARCHITECT, PHOTO CONTROL SHIELDED
BUTTON, 120/277V.
3500°K .XA
MS11FL SERIES

KENALL LIGHTING
LED
20WSAME AS FIXTURE TYPE "A" EXCEPT WITH EMERGENCY
BATTERY BACK UP.
3500°K .AE
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

CALIFORNIA
ENERGY

COMPLIANCE
TITLE 24
(INTERIOR)

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

CALIFORNIA
ENERGY
COMPLIANCE .

TITLE 24
(EXTERIOR)

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

PANELBOARD
SCHED., ELECT.

DEMO, POWER &

LIGHTING PLANS

GENERAL DEMOLITION NOTES
A. CONTRACTOR SHALL FIELD VERIFY EXTENT OF ELECTRICAL DEMOLITION AND QUANTITIES OF ELECTRICAL TO BE REMOVED AS DICTATED BY THE REQUIREMENTS OF THE PROJECT.

B. REMOVAL SHALL INCLUDE WIRING, RACEWAY, BOXES, SWITCHES, LIGHT FIXTURES, ETC. AS INDICATED ON THE PLANS AND AS REQUIRED BY THESE DEMOLITION NOTES.

C. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH ARE CONCEALED IN EXISTING REMAINING WALLS MAY BE ABANDONED IN PLACE. REMOVE WIRING FROM CONDUIT.

D. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH ARE EXPOSED SHALL BE REMOVED.

E. WHERE REMOVAL OF EQUIPMENT OR WIRING IS INDICATED, IT SHALL INCLUDE ALL ASSOCIATED WIRING BACK TO LAST ACTIVE REMAINING OUTLET, DEVICE, FIXTURE OR PANEL.

F. ELECTRICAL CONTRACTOR SHALL INSURE THAT ALL REMAINING ACTIVE CIRCUITS, DEVICES, OUTLETS, LIGHT FIXTURES, ETC. HAVE NOT BEEN DISCONNECTED OR MADE INOPERATIVE DURING DEMOLITION. ELECTRICAL CONTRACTOR SHALL RESTORE ALL INTERRUPTED OR DISCONNECTED CIRCUITS TO OPERATION.

G. ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL REMOVED ELECTRICAL EQUIPMENT AND MATERIAL.

H. NO REMOVED EQUIPMENT OR MATERIAL SHALL BE REUSED AS PART OF NEW WORK, U.O.N.

I. EXISTING REMAINING CONCEALED RACEWAYS MAY BE REUSED FOR NEW WORK PROVIDED THEY MEET ALL REQUIREMENTS OF THE SPECIFICATION FOR NEW WORK.

J. EXISTING FLUSH OUTLETS MAY BE REUSED FOR NEW WORK PROVIDED THEY MEET ALL

REQUIREMENTS OF THE SPECIFICATION FOR NEW WORK, MEET THE REQUIREMENTS OF THE CURRENT C.E.C. FOR VOLUME AND COINCIDE WITH LOCATION SHOWN FOR THE NEW WORK.

K. FLUSH OUTLET BOXES IN EXISTING WALLS TO REMAIN MAY BE ABANDONED IN PLACE. REMOVE DEVICES AND WIRING, PLUG OPENING AND PROVIDE AND INSTALL A BLANK DEVICE PLATE.

L. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE

ADJUSTMENTS TO SUIT ACTUAL CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.

M. COORDINATE WITH OWNER PRIOR TO START OF DEMOLITION TO MINIMIZE POWER INTERRUPTIONS, WORK MAY HAVE TO OCCUR DURING NON-REGULAR BUSINESS HOURS.

COORDINATE IN WRITING WITH OWNER ONE WEEK PRIOR TO PLANNED POWER INTERRUPTIONS.

GENERAL DETAIL NOTES:

A. DEMOLISH ALL DASHED ELECTRICAL DEVICES PER
GENERAL DEMOLITION NOTES ON THIS SHEET.

B. PRESERVE AND PROTECT EXISTING CONDUITS AND

RACEWAY TO BE RE-USED TO PULL NEW CIRCUITS IF
IN GOOD CONDITION. FIELD VERIFY.

Voltage: 120/208V,1ø Bussing: 100A
Wire: 3W (E) SUB PANEL SP Feed: BOTTOM
Type: NEMA 1 Mounting: SURFACE
Mains: M.L.O. A.I.C. SERIES RATED
Load AB Bkr Ck ab Ck Bkr AB Load
MEN'S HAND DRYER 20/1 1 2 20/1 LIGHTING
WOMEN'S HAND DRYER 20/1 3 4 20/1 PLUGS
EXISTING LOAD 20/1 5 6 20/1 IRRIGATION CONTROLS
SPACE ONLY - 7 8 - SPACE ONLY
SPACE ONLY - 9 10 - SPACE ONLY
SPACE ONLY - 11 12 - SPACE ONLY

PANELBOARD SCHEDULE SHEET NOTES

1. EXISTING TO REMAIN

2. PROVIDE AND INSTALL NEW DEDICATED 20A CIRCUIT FOR NEW HAND DRYER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

3. RECONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT BREAKER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

4. CONNECT NEW EMERGENCY BATTERY CIRCUIT TO NEAREST UNSWITCHED HOT. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

5. RECONNECT NEW RECEPTACLES TO EXISTING RECEPTACLE CIRCUIT BREAKER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

6. CIRCUIT NEW LIGHT FIXTURES VIA EXISTING TIME CLOCK IF NOT ALREADY EXISTING CONDITION; FIELD VERIFY.

7. REUSE EXISTING BLOCKING MOUNTING FOR NEW FIXTURES IF IN GOOD CONDITION; PROVIDE AND INSTALL NEW BLOCKING MOUNTING TO MATCH EXISTING IF NEEDED. FIELD VERIFY.

8. PROVIDE AND INSTALL HEAVY DUTY, VANDAL RESISTANT, LOCKABLE, WEATHERPROOF IN-USE COVER.

CIRCUIT LENGTH
20/120

BRANCH CIRCUIT CONDUCTOR SIZING TABLE

CIRCUIT
56'-90'
20/120 91'-140'

REQUIREMENT
NOTE:

CONTRACTOR SHALL SIZE BRANCH CIRCUIT CONDUCTORS PER THE

TABLE ABOVE AS DETERMINED BY THE CIRCUIT CONDUCTOR LENGTH, U.O.N. CONTRACTOR SHALL SPLICE TO #12 AWG WITHIN TERMINATION BOX FOR DEVICE CONNECTION IF NECESSARY.

AMPACITY/VOLTAGE
12" C., 2 #10 & 1 #10 GND.
12" C., 2 #8 & 1 #10 GND.

SCALE: 1/4"=1'-0"
4' 0' 1' 2' 3' 4'
NORTH
1 ELECTRICAL DEMOLITION PLAN
SCALE: 1/4"=1'-0"
4' 0' 1' 2' 3' 4'
NORTH
2 POWER & LIGHTING PLAN

SEWER SEWER
WATER
IRR.

IRR.

J
J

IRRIGATION CONTROLLER
SUB PANEL "SP"
PANEL "DP1"SS S
WP

TIME CLOCK

ELECTRICAL MAIN
SWITCHBOARD "MSB"

SEWER SEWER
WATER
IRR.

IRR.

J
J
(E) IRRIGATION CONTROLLER
(E) SUB PANEL "SP"
(E) PANEL "DP1"
(E) TIME CLOCK
(E) ELECTRICAL MAIN
SWITCHBOARD "MSB"
XA
XA
XA
XA
XA
AE
A
A
A
AAA
AE
SS S
WP
TYP.

TYP.

AE
SP-1
SP-3
TYP.

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

ELECTRICAL

SPECIFICATIONS
SECTION 26 05 73

GENERAL ELECTRICAL REQUIREMENTS
PART 1 - GENERAL

1.01 Description of Work:

A. Furnish and install all required in-place equipment, conduits, conductors, cables and any miscellaneous materials for the satisfactory interconnection and operation of all associated electrical systems.

1.02 Submittals:

A. As specified in Division 1. Submit to the Architect shop drawings, manufacturer's data and certificates for equipment, materials and finish, and pertinent details for each system specified.

Information to be submitted includes manufacturer's descriptive literature of cataloged products, equipment, drawings, diagrams, performance and characteristic curves as applicable, test data and catalog cuts. Obtain written approval before procurement, fabrication, or delivery of the items to the job site.

B. Proposed substitutions of products will not be reviewed or approved prior to awarding of the Contract.

C. Substitutions shall be proven to the Architect or Engineer to be equal or superior to the specified product. Architect's decision is final. The Contractor shall pay all costs incurred by the Architect and Engineer in reviewing and processing any proposed substitutions whether or not a proposed substitution is accepted.

D. If a proposed substitution is rejected, the contractor shall furnish the specified product at no increase in contract price.

E. If a proposed substitution is accepted, the contractor shall be completely responsible for all dimensional changes, electrical changes, or changes to other work which are a result of the substitution. The accepted substitution shall be made at no additional cost to the owner or design consultants.

1.03 Quality Assurance:

A. Codes: All electrical equipment and materials, including installation and testing, shall conform to the latest editions of the following applicable codes:

1. California Electrical Code (CEC).

2. Occupational Safety and Health Act (OSHA) standards.

3. All applicable local codes, rules and regulations.

4. Electrical Contractor shall posses a C-10 license and all other licenses as may be required.

Licenses shall be in effect at start of this contract and be maintained throughout the duration of this contract.

B. Variances: In instances where two or more codes are at variance, the most restrictive requirement shall apply.

C. Standards: Equipment shall conform to applicable standards of American National Standards Institute (ANSI), Electronics Industries Association (EIA), Institute of Electrical and Electronics Engineers (IEEE), and National Electrical Manufacturers Association (NEMA).

D. Underwriter Laboratories (UL) listing is required for all equipment and materials where such listing is offered by the Underwriters Laboratories. Provide service entrance labels for all equipment required by the NEC to have such labels.

E. The electrical contractor shall guarantee all work and materials installed under this contract for a period of one (1) year from date of acceptance by owner.

F. All work and materials covered by this specification shall be subject to inspection at any and all times by representatives of the owner. Work shall not be closed in or covered before inspection and approval by the owner or his representative. Any material found not conforming with these specifications shall, within 3 days after being notified by the owner, be removed from premises; if said material has been installed, entire expense of removing and replacing same, including any cutting and patching that may be necessary, shall be borne by the contractor.

1.04 Contract Documents:

A. Drawings: The Electrical Drawings shall govern the general layout of the completed construction.

1. Locations of equipment, panels, pullboxes, conduits, stub-ups, ground connections are approximate unless dimensioned; verify locations with the Architect prior to installation.

2. The general arrangement and location of existing conduits, piping, apparatus, etc., is approximate. The drawings and specifications are for the assistance and guidance of the contractor, exact locations, distances and elevations are governed by actual field conditions.

Accuracy of data given herein and on the drawings is not guaranteed. Minor changes may be necessary to accommodate work. The contractor is responsible for verifying existing conditions.

Should it be necessary to deviate from the design due to interference with existing conditions or work in progress, claims for additional compensation shall be limited to those for work required by unforeseen conditions as determined by the Architect.

3. All drawings and divisions of these specifications shall be considered as whole. The contractor shall report any apparent discrepancies to the Architect prior to submitting bids.

4. The contractor shall be held responsible to have examined the site and compared it with the specifications and plans and to have satisfied himself as to the conditions under which the work is to be performed. He shall be held responsible for knowledge of all existing conditions whether or not accurately described. No subsequent allowance shall be made for any extra expense due to failure to make such examination.

1.05 Closeout Submittals:

A. Manuals: Furnish manuals for equipment where manuals are specified in the equipment specifications or are specified in Division 1.

1.06 Coordination:

A. Coordinate the electrical work with the other trades, code authorities, utilities and the Architect.

B. Utility Company charges shall be paid by the Owner.

C. Contractor shall pay all inspection and other applicable fees and procure all permits necessary for the completion of this work.

D. Where connections must be made to existing installations, properly schedule all the required work, including the power shutdown periods.

E. When two trades join together in an area, make certain that no electrical work is omitted.

1.07 Job Conditions:

A. Operations: Perform all work in compliance with Division 1

1. Keep the number and duration of power shutdown periods to a minimum.

2. Show all proposed shutdowns and their expected duration on the construction schedule.

Schedule and carry out shutdowns so as to cause the least disruption to operation of the Owner's facilities.

3. Carry out shutdown only after the schedule has been approved, in writing, by the owner. Submit power interruption schedule 15 days prior to date of interruption.

B. Construction Power: Unless otherwise noted in Division 1 of these specifications, contractor shall make all arrangements and provide all necessary facilities for temporary construction power from the owner's on site source. Energy costs shall be paid for by the Owner.

1.08 Safety and Indemnity:

A. The Contractor is solely and completely responsible for conditions of the job site including safety of all persons and property during performance of the work. This requirement will apply continually and not be limited to normal working hours. The contractor shall provide and maintain throughout the work site proper safeguards including, but not limited to, enclosures, barriers, warning signs, lights, etc. to prevent accidental injury to people or damage to property.

B. The Contractor performing work under this Division of the Specifications shall hold harmless, indemnify, and defend the Owner, the Engineer, their consultants, and each of their officers, agents and employees from any and all liability claims, losses, or damage arising out of or alleged to arise from bodily injury, sickness, or death of a person or persons and for all damages arising out of injury to or destruction of property arising directly or indirectly out of or in connection with the performance of the work under this Division of the Specifications, and from the Contractor's negligence in the performance of the work described in the construction contract documents, but not including liability that may be due to the sole negligence of the Owner, the Engineer, their Consultants or their officers, agents and employees.

C. If a work area is encountered that contains hazardous materials, the contractor is advised to coordinate with the owner and it's abatement consultant for abatement of hazardous material by the Owner's Representative. "Hazardous materials" means any toxic substance regulated or controlled by OSHA, EPA, State of California or local rules, regulations and laws. Nothing herein shall be construed to create a liability for Aurum Consulting Engineers regarding hazardous materials abatement measures, or discovery of hazardous materials.

1.09 All boxes and enclosures for emergency circuits shall be permanently marked with a readily visible red spray painted mark.

PART 2 - PRODUCTS

2.01 Nameplates:

A. Identify each piece of equipment and related controls with a rigid laminated engraved plastic nameplate. Unless otherwise noted, nameplates shall be melamine plastic 0.125 inch thick, white with black center core. Surface shall be matte finish. Corners shall be square. Accurately align lettering and engrave into the core. Minimum size of nameplates shall be 0.5 by 2.5 inches unless otherwise noted. Where not otherwise specified, lettering shall be a minimum of 0.25 inch high normal block style. Engrave nameplates with the inscriptions indicated on the Drawings and, if not so indicated, with the equipment name. Securely fasten nameplates in place using two stainless steel or brass screws.

2.02 Finish requirements:

A. Equipment: Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. Repair any final paint finish which has been damaged or is otherwise unsatisfactory, to the satisfaction of the Architect.

B. Wiring System: In finished areas, paint all exposed conduits, boxes and fittings to match the color of the surface to which they are affixed.

PART 3 - EXECUTION

3.01 Workmanship:

A. All electrical equipment and materials shall be installed in a neat and workmanship manner in accordance with the "NECA-1 Standard Practices For Good Workmanship in Electrical Contracting". Workmanship of the entire job shall be first class in every respect.

3.02 Equipment Installations:

A. Provide the required inserts, bolts and anchors, and securely attach all equipment and materials to their supports.

B. Do all the cutting and patching necessary for the proper installation work and repair any damage done.

C. Earthquake restraints: all electrical equipment, including conduits over 2 inches in diameter, shall be braced or anchored to resist a horizontal force acting in any direction as per CBC Section 1616A Title 24, part 2 and ASCE7-10, section 13.3 and 13.6 and table 13.6-1.

D. Structural work: All core drilling, bolt anchor insertion, or cutting of existing structural concrete shall be approved by a California registered structural consulting engineer prior to the execution of any construction. At all floor slabs and structural concrete walls to be drilled, cut or bolt anchors inserted, the contractor shall find and mark all reinforcing in both faces located by means of x-ray, pach-ometer, or prof-ometer. Submit sketch showing location of rebar and proposed cuts, cores, or bolt anchor locations for approval.

3.03 Field Test:

A. Perform equipment field tests and adjustments. Properly calibrate, adjust and operationally check all circuits and components, and demonstrate as ready for service.

B. Operational Tests: Operationally test all circuits to demonstrate that the circuits and equipment have been properly installed and adjusted and are ready for full-time service. Demonstrate the proper functioning of circuits in all modes of operation, including alarm conditions.

3.04 Records:

A. Maintain one copy of the contract Drawing Sheets on the site of the work for recording the "as built" condition. After completion of the work, the Contractor shall carefully mark the work as actually constructed, revising, deleting and adding to the Drawing Sheets as required. As built Drawings shall be delivered to the Architect within ten (10) days of completion of construction.

3.05 Clean Up:

A. Upon completion of electrical work, remove all surplus materials, rubbish, and debris that accumulated during the construction work. Leave the entire area neat, clean, and acceptable to the Architect.

3.06 Mechanical and Plumbing Electrical Work:

A. The requirements for electrical power and/or devices for all mechanical and plumbing equipment supplied and/or installed under this Contract shall be coordinated and verified with the following:

1. Mechanical and Plumbing Drawings.

2. Mechanical and Plumbing sections of these Specifications.

3. Manufacturers of the Mechanical and Plumbing equipment supplied.

B. The coordination and verification shall include the voltage, ampacity, phase, location and type of disconnect, control, and connection required. Any changes that are required as a result of this coordination and verification shall be a part of this Contract.

C. The Electrical Contractor shall furnish and install the following for all mechanical and plumbing equipment:

1. Line voltage conduit and wiring.

2. Disconnect switches.

3. Manual line motor starters.

D. Automatic line voltage controls and magnetic starters shall be furnished by the Mechanical and/or Plumbing Contractor and installed and connected by the Electrical Contractor. When subcontracted for by the Mechanical and/or Plumbing Contractor, all line voltage control wiring installed by the Electrical Contractor shall be done per directions from the Mechanical and/or Plumbing Contractor.

E. All low voltage control wiring for Mechanical and Plumbing equipment shall be installed in conduit. Furnishing, installation and connection of all low voltage conduit, boxes, wiring and controls shall be by the Mechanical and/or Plumbing Contractor.

F. Manual motor starters, where required, shall have toggle type operators with pilot light and melting alloy type overload relays, SQUARE D COMPANY, Class 2510, Type FG-1P (surface) or Type FS-1P (flush) or ITE, WESTINGHOUSE or GENERAL ELECTRIC equal.

SECTION 26 05 26

GROUNDING
PART 1 - EXECUTION

1.1 Grounding and Bonding:

A. Grounding and bonding shall be as required by codes and local authorities.

B. All electrical equipment shall be grounded, including, but not limited to, panel boards, terminal cabinets and outlet boxes.

C. The ground pole of receptacles shall be connected to their outlet boxes by means of a copper ground wire connecting to a screw in the back of the box.

D. A green insulated copper ground wire, sized to comply with codes, shall be installed in all conduit runs.

E. All metal parts of pull boxes shall be grounded per code requirements.

F. All ground conductors shall be green insulated copper.

SECTION 26 05 42

CONDUITS, RACEWAYS AND FITTINGS
PART 1 - EXECUTION

1.01 Conduit, Raceway and Fitting Installation:

A. For conduit runs exposed to weather provide rigid metal (GRS).

B. For conduit run underground, in concrete or masonry block wall and under concrete slabs, install minimum ¾" size nonmetallic (PVC) with PVC elbows. Where conduits transition from underground or under slab to above grade install wrapped rigid metal (GRS) elbows and risers.

C. For conduit runs concealed in steel or wood framed walls or in ceiling spaces or exposed in interior spaces above six feet over the finished floor, install EMT.

D. Flexible metal conduit shall be used only for the connection of recessed lighting fixtures and motor connections unless otherwise noted on the Drawings. Liquid-tight steel flexible conduit shall be used for motor connections.

E. The minimum size raceway shall be 1/2-inch unless indicted otherwise on the Drawings.

F. Installation shall comply with the CEC.

G. From pull point to pull point, the sum of the angles of all of the bends and offset shall not exceed 360 degrees.

H. Conduit Supports: Properly support all conduits as required by the NEC. Run all conduits concealed except where otherwise shown on the drawings.

1. Exposed Conduits: Support exposed conduits within three feet of any equipment or device and at intervals not exceeding NEC requirements; wherever possible, group conduits together and support on common supports. Support exposed conduits fastened to the surface of the concrete structure by one-hole clamps, or with channels. Use conduit spacers with one-hole clamps. a. Conduits attached to walls or columns shall be as unobtrusive as possible and shall avoid windows.

Run all exposed conduits parallel or at right angles to building lines. b. Group exposed conduits together. Arrange such conduits uniformly and neatly.

2. Support all conduits within three feet of any junction box, coupling, bend or fixture.

3. Support conduit risers in shafts with Unistrut Superstrut, or approved equal, channels and straps.

I. Moisture Seals: Provide in accordance with NEC paragraphs 230-8 and 300-5(g).

J. Where PVC conduit transitions from underground to above grade, provide rigid steel 90's with risers. Rigid steel shall be half-lap wrapped with 20 mil tape and extend minimum 12" above grade.

K. Provide a nylon pull cord in each empty raceway.

L. Provide galvanized rigid steel factory fittings for galvanized rigid steel conduit.

M. Slope all underground raceways to provide drainage; for example, slope conduit from equipment located inside a building to the pull box or manhole located outside the building.

N. Conduits shall be blown out and swabbed prior to pulling wires.

SECTION 26 05 16

LINE VOLTAGE WIRE AND CABLE
PART 1 - PRODUCTS

1.01 Conductors:

A. Conductors shall be copper, type THHN/THWN/MTW oil and gasoline resistant, 90°C, 600 volt rated insulation.

B. Conductors shall be stranded copper.

C. Minimum power and control wire size shall be No. 12 AWG unless otherwise noted.

D. All conductors used on this Project shall be of the same type and conductor material.

1.02 Terminations:

A. Manufacturer - Terminals as manufactured by T&B, Burndy or equal.

B. Wire Terminations - Stranded conductors shall be terminated in clamping type terminations which serve to contain all the strands of the conductor. Curling of a stranded conductor around a screw type terminal is not allowed. For screw type terminations, use a fork type stake-on termination on the stranded conductor. Use only a stake-on tool approved for the fork terminals selected.

C. End Seals - Heat shrink plastic caps of proper size for the wire on which used.

1.03 Tape:

A. Tape used for terminations and cable marking shall be compatible with the insulation and jacket of the cable and shall be of plastic material.

PART 2 - EXECUTION

2.01 Cable Installation:

A. Clean Raceways - Clean all raceways prior to installation of cables as specified in Section 26 05 42 - Conduits Raceway and Fittings.

B. All wiring including low voltage wiring shall be installed in conduit, U.O.N.

C. All feeder conductors shall be continuous from equipment to equipment. Splices in feeders are not permitted unless specifically noted or approved by the Electrical Engineer.

D. All branch circuit wiring shall be run concealed in ceiling spaces, walls, below floors or in crawl spaces unless noted otherwise.

2.02 Cable Terminations and Splices:

A. Splices - UL Listed wirenuts.

B. Terminations - Shall comply with the following:

1. Make up and form cable and orient terminals to minimize cable strain and stress on device being terminated on.

2. Burnish oxide from conductor prior to inserting in oxide breaking compound filled terminal.

2.03 Circuit and Conductor Identification:

A. Color Coding - Provide color coding for all circuit conductors. Insulation color shall be white for neutrals and green for grounding conductors. Conductor colors shall be as follows:

VOLTAGE 208/120V
Phase A Black
Phase B Red
Phase C Blue
Neutral White
Ground Green
B. Color coding shall be in the conductor insulation for all conductors #10 AWG and smaller; for larger conductors, color shall be either in the insulation or in colored plastic tape applied at every location where the conductor is readily accessible.

C. Circuit Identification - All underground distribution and service circuits shall be provided with plastic identification tags in each secondary box and at each termination. Tags shall identify the source transformer of the circuit and the building number(s) serviced by the circuit.

2.04 Field Tests:

A. All systems shall test free from short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not less than the requirements of the CEC. All circuits shall be tested for proper neutral connections.

SECTION 26 05 33

OUTLET, JUNCTION AND PULL BOXES
PART 1 - PRODUCTS

1.01 Outlet boxes, Junction and Pull boxes
A. Standard Outlet Boxes: Galvanized, steel, knock-out type of size and configuration best suited to the application indicated on the Drawings. Minimum box size shall be 4 inches square (octagon for most light fixtures) by 1-1/2 inches deep with mud rings as required. Boxes used with conduit 1" or larger shall be minimum 2" deep.

B. Switch boxes: Minimum box size shall be 4 inches square by 1-1/2 inches deep with mud rings as required. Install multiple switches in standard gang boxes with raised device covers suitable for the application indicated.

C. Conduit bodies: Cadmium plated, cast iron alloy. Conduit bodies with threaded conduit hubs and neoprene gasketed, cast iron covers. Bodies shall be used to facilitate pulling of conductors or to make changes in conduit direction only. Splices are not permitted in conduit bodies. Crouse-Hinds Form 8 Condulets, Appleton Form 35 Unilets or equal.

D. Sheet Metal Boxes: Use standard outlet or concrete ring boxes wherever possible; otherwise use a minimum 16 gauge galvanized sheet metal, NEMA I box sized to Code requirements with covers secured by cadmium plated machine screws located six inches on centers. Circle AW Products, Hoffman Engineering Company or equal.

E. Flush Mounted Pull boxes and Junction boxes: Provide overlapping covers with flush head cover retaining screws, prime coated.

PART 2 - EXECUTION

2.01 Outlet Boxes
A. General:

1. All outlet boxes shall finish flush with building walls, ceilings and floors except in mechanical and electrical rooms above accessible ceiling or where exposed work is called for on the Drawings.

2. Install raised device covers (plaster rings) on all switch and receptacle outlet boxes installed in masonry or stud walls or in furred, suspended or exposed concrete ceilings. Covers shall be of a depth to suit the wall or ceiling finish.

3. Leave no unused openings in any box. Install close-up plugs as required to seal openings.

B. Box Layout:

1. Outlet boxes shall be installed at the locations and elevations shown on the drawings or specified herein. Make adjustments to locations as required by structural conditions and to suit coordination requirements of other trades.

2. Locate switch outlet boxes on the latch side of doorways.

3. Outlet boxes shall not be installed back to back nor shall through-wall boxes be permitted.

Outlet boxes on opposite sides of a common wall shall be separated horizontally by at least one stud or vertical structural member.

4. For outlets mounted above counters, benches or backsplashes, coordinate location and mounting heights with built-in units. Adjust mounting height to agree with required location for equipment served.

5. On fire rated walls, the total face area of the outlet boxes shall not exceed 100 square inches per 100 square feet of wall area.

C. Supports:

1. Outlet Boxes installed in metal stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on specified box supports.

2. Fixture outlet boxes installed in suspended ceiling of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners.

3. Fixture outlet boxes installed in suspended ceilings supporting acoustical tiles or panels shall be supported directly from the structure above where pendant mounted lighting fixture are to be installed on the box.

4. Fixture Boxes above tile ceilings having exposed suspension systems shall be supported directly from the structure above.

5. Outlet and / or junction boxes shall not be supported by grid or fixture hanger wires at any locations.

2.02 Junction And Pull Boxes
A. General:

1. Install junction or pull boxes where required to limit bends in conduit runs to not more than 360 degrees or where pulling tension achieved would exceed the maximum allowable for the cable to be installed. Note that these boxes are not shown on the Drawings.

2. Locate pull boxes and junction boxes in concealed locations above accessible ceilings or exposed in electrical rooms, utility rooms or storage areas.

3. Install raised covers (plaster rings) on boxes in stud walls or in furred, suspended or exposed concrete ceilings. Covers shall be of a depth to suit the wall or ceiling finish.

4. Leave no unused openings in any box. Install close-up plugs as required to seal openings.

5. Identify circuit numbers and panel on cover of junction box with black marker pen.

B. Box Layouts:

1. Boxes above hung ceilings having concealed suspension systems shall be located adjacent to openings for removable recessed lighting fixtures.

C. Supports:

1. Boxes installed in metal stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on specified box supports.

2. Boxes installed in suspended ceilings of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners.

3. Boxes installed in suspended ceilings supporting acoustical tiles or panels shall be supported directly from the structure above.

4. Boxes mounted above suspended acoustical tile ceilings having exposed suspension systems shall be supported directly from the structure above.

SECTION 26 27 26

DEVICES WIRING
PART 1 - PRODUCTS

1.01 Receptacles:

A. General - Receptacles shall be heavy duty, high abuse, grounding type.

B. Duplex Receptacles:

1. Receptacles shall be specification grade, rated 20 ampere, two-pole, 3-wire, 120 volt, NEMA 5-20 configuration, self-grounding with screw terminals. Color shall be as selected by the Architect.

2. Devices shall have a nylon face, back and side wired.

3. Manufacturer: Hubbell #DR20 Series, Leviton #16352 Series.

C. GFCI Receptacles:

1. Device shall be rated 20 ampere, 2-pole, 3-wire, 120 volt, conforming to NEMA 5-20 configuration. Face shall be nylon composition. Unit shall have an LED type red indicator light, test and reset push buttons. Color shall be as selected by the Architect.

2. GFCI component shall meet UL 943 Class A standards with a tripping time of 1/40 second at 5 milliamperes current unbalance. Operating range shall extend from -31°F to 158°F. Unit shall have transient voltage protection and shall be ceramic encapsulated for protection against moisture.

3. Manufacturer: Hubbell #GF20_ _LA Series, Leviton #7899 Series.

1.02 Switches:

A. Switches shall be rated 20 amperes to 120/277 volts ac. Units shall be flush mounted, self-grounding, quiet operating toggle devices. Handle color shall be as selected by the Architect.

1. Manufacturer: Hubbell #HBL1221 Series, Leviton #1221 Series B. Timed switches: Shall be as designed by Paragon Electric Company # ET2000f or Watt Stopper TS-400 rated for the voltage specified on drawings. Time out shall be adjustable from 5 minutes up to 12 hours. Unit shall be provided with warning alarm.

1.03 Plates:

A. General - Plates shall be of the style and color to match the wiring devices, and of the required number of gangs. Plates shall conform with NEMA WD 1 , UL 514 and FS W-P-455A. Plates on finished walls shall be non-metallic or stainless steel. Plates on unfinished walls and on fittings shall be of zinc plated steel or case metal and shall have rounded corners and beveled edges.

B. Non-Metallic: Plates shall be plain with beveled edges and shall be nylon or reinforced fiberglass.

C. Stainless Steel: Plates shall be .040 inches thick with beveled edges and shall be manufactured from No. 430 alloy having a brushed or satin finish.

D. Cast Metal: Plates shall be cast or malleable iron covers with gaskets so as to be moisture resistant or weatherproof.

E. Blank Plates: Cover plates for future telephone outlets shall match adjacent device wall plates in appearance and construction.

PART 2 - EXECUTION

2.01 Installation of Wiring Devices:

A. Interior Locations: In finished walls, install each device in a flush mounted box with washers as required to bring the device mounting strap level with the surface of the finished wall. On unfinished walls, surface mount boxes level and plumb.

B. Mounting Heights: Adjust boxes so that the front edge of the box shall not be farther back from the finished wall plane than 1/4-inch. Adjust boxes so that they do not project beyond the finished wall. Height of device shall be as follows:

1. Receptacles 15 Inches from finished floor to bottom of box unless otherwise noted on the drawings

2. Toggle Switches 48 Inches from finished floor to top of box C. Receptacles:

1. Ground each receptacle using a grounding conductor, not a yoke or screw contact.

2. Install receptacles with connections spliced to the branch circuit wiring in such a way that removal of the receptacle will not disrupt neutral continuity and branch circuit power will not be lost to other receptacles in the same circuit.

2.02 Installation of Wall Plates:

A. General - Plates shall match the style of the device and shall be plumb within 1/16-inch of the vertical or horizontal.

B. Interior Locations, Finished Walls: Install non-metallic plates so that all four edges are in continuous contact with the finished wall surfaces. Plaster filling will not be permitted. Do not use oversized plates or sectional plates.

C. Interior Locations, Unfinished Walls: Install stainless steel or cast metal cover plates.

D. Exterior Locations: Install cast metal plates with gaskets on wiring devices in such a manner as to provide a rain tight weatherproof installation. Cover type shall match box type. Cover shall be [Lockable] outdoor extra-duty "in-use" type.

E. Future Locations: Install blank cover plates on all unused outlets.

F. Labeling: All switch and receptacle plates shall be labeled on the top portion of the plate with the panelboard and circuit number serving that device. Lettering shall be 116" minimum high, black
color, on clear Mylar tape.

2.03 Tests:

A. Receptacles:

1. After installation of receptacles, energize circuits and test each receptacle to detect lack of ground continuity, reversed polarity, and open neutral condition.

SECTION 26 51 00

LIGHTING
PART 1 - PRODUCTS

1.01 Fixtures
A. Fixtures shall be of the types, wattage's and voltages shown on the Drawings and be UL classified and labeled for the intended use.

B. Substitutions will not be considered unless the photometric distribution curve indicates the proposed fixture is equal to or exceeds the specified luminaire.

C. Luminaire wire, and the current carrying capacity thereof shall be in accordance with the CEC.

D. Luminaires and lighting equipment shall be delivered to the project site complete, with suspension accessories, aircraft cable, stems, canopies, hickeys, castings, sockets, holders, ballasts, diffusers, frames, and related items, including support and braces.

1.02 LED Power Supplies / Drivers:

A. Power Supplies and Drivers shall be of the types shown on the drawings. Drivers shall be CBM certified and bear the UL label. Drivers shall be the high power factor type and have a 10% maximum total harmonic distortion.

B. All Drivers for fixtures installed outdoors shall provide reliable operation at 0°F at 90% of the nominal line voltage.

C. Drivers shall be Sound Rated A+ or will be rejected and shall be replaced at no expense to the Owner.

1.03 Light Sources:

A. All LED sources shall be new at the time of acceptance; been fabricated within 12 months before installation per the date code on the module; and shall be CREE, General Electric, Osram /Sylvania, Phillips, or approved equal.

B. Unless otherwise noted on the drawings, Light Engines shall have the highest available efficacy, 3500°K, and 85 CRI minimum.

PART 2 - EXECUTION

2.01 Installation:

A. General:

1. All fixtures and luminaires shall be clean and light engines shall be operable at the time of acceptance.

2. Install luminaires in accordance with manufacturer's instructions, complete with power supply/driver, light source and controls, ready for operation as indicated.

3. Align, mount, and level the luminaires uniformly.

4. Avoid interference with and provide clearance for equipment. Where an indicated position conflicts with equipment locations, change the location of the luminaire by the minimum distance necessary.

B. Mounting and Supports:

1. Mounting heights shall be as shown on the Drawings. Unless otherwise shown, mounting height shall be measured to the centerline of the outlet box for wall mounted fixtures and to the bottom of the fixture for suspended fixtures and to the bottom of the fixture for all other types.

2. Luminaire supports shall be anchored to structural members.

3. Pendant stem mounted luminaires shall be provided with ball aligners to assure a plumb installation and shall have a minimum 45 degree clean swing from horizontal in all directions.

Sway bracing shall be installed as required to limit the movement of the fixture. Fixtures shall be allowed to sway a maximum of 45º without striking any object.

4. Fixture supports shall be designed to resist earthquake forces of UBC Seismic Area.

Salinas City CouncilApril 4, 2023

Salinas City Council
April 4, 2023