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Project #

2484 Natomas Park Drive Suite 100 Sacramento CA 95833916 443 0335 lpasdesign.com Architecture + Design

LOS MEDANOSCOLLEGE2700 E LELAND ROAD, PITTSBURG, CA 94565

985-0007

01.22.2016

MODULAR BID PACKAGE

L-4001 CAMPUS SAFETY CENTER

NOTE: RENDERING ABOVE REPRESENTS MODULAR AND SITE BUILT COMPONENTS. SITEBUILT COMPONENTS ARE NOT PART OF THIS CONTRACT AND ARE SHOWN FORREFERENCE ONLY TO GIVE BIDDING PARTIES AN IMAGE OF HOW THEIR CONSTRUCTIONWILL BE INTEGRATED INTO THE OVERALL CONSTRUCTION.

EARTH

POROUS FILL

CONCRETE

CAST STONE

CONCRETE BLOCK

BRICK

METAL

CONTINUOUS WOOD

SHIM OR NON-CONT. WOOD BLKING

FINISH WOOD

PLYWOOD

GYPSUM WALLBOARD

STONE

RIGID INSULATION

BATT INSULATION

ACOUSTIC TILE

PLASTER ON METAL LATH

PAVING

TILE

GLASS

EXPANSION MATERIAL

SEALANT W/ BACK-UP MATERIAL

CARPET

12

D

N

OFFICE155

1

ALIGN FINISH SURFACES

SECTIONSECTION IDENTIFICATIONSHEET WHERESECTION IS DRAWN

KEYNOTE

WINDOW TYPE

DOOR NUMBER

ROOM NAMEAND NUMBER

NORTH ARROW

FLOW LINE

HIDDEN LINE

NEW CONTOUR

EXISTING CONTOUR

CENTERLINE

PROPERTY LINE

PROJECTED LINE

BREAK LINE

MATCH LINE

CONTRACT LIMIT LINE

ELEVATION MARKOR DATUM POINT

WALL TYPE

REVISION MARK

GRID LINES

DETAILDETAIL IDENTIFICATIONSHEET WHEREDETAIL IS DRAWN

INTERIOR ELEVATIONELEVATION IDENTIFICATIONSHEET WHEREELEVATION IS DRAWN

T

K1A3.3

F1A3.4

201

K7

K10

K1

K4

A5.01

12

IS1 00 1 WALL TAG

IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES

AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F

TROY PENNINGTONC-31285

5-31-17

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.

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

CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

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51 A

M

LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER

2700 E LELAND ROAD, PITTSBURG, CA 94565

GENERALINFORMATION

A0.10M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1. FOR THE PURPOSES OF THIS PACKAGE, UNLESS OTHERWISE IDENTIFIED AS "SITE BUILT CONTRACTOR" OR SIMILARIDENTIFICATION, THE WORD CONTRACTORS SHALL BE CONSIDERED TO REFER TO MODULAR BUILDING MANUFACTURER.

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO STARTING CONSTRUCTION. SHOULDA DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THECONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TOPROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THEARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THEARCHITECT. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAILREFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THEMOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THEARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS.

3. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORKSHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACTDOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, ANDSHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTORIMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS ARESULT OF HIS OPERATION.

4. THE INTENT OF THE DESIGN IS THAT THE MODULAR BUILDINGS AND THE SITE BUILT COMPONENTS OF THE BUILDING ARESTRUCTURALLY INDEPENDANT. HOWEVER, SOME COORDINATION WILL BE REQUIRED FOR STRUCTURAL ELEMENTSTHAT WILL PASS THROUGH MODULAR ELEMENTS, AS WELL AS WITH THE FOOTING AND FOUNDATION SYSTEM. THEMODULAR MANUFACTURER IS RESPONSIBLE TO COORDINATE WITH DESIGN TEAM'S STRUCTURAL ENGINEER TOENSURE\ A FULLY COORDINATED STRUCTURAL SYSTEM.

5. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS ORDRAWINGS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS INCONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

6. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGEOR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. ALL DOOR SWINGS SERVING ANOCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF EXIT.

7. PROVIDE ILLUMINATED EXIT SIGNS PER THE REQUIREMENTS OF 2013 C.B.C., SECTION 1011.8. PROVIDE FIRE EXTINGUISHERS PER THE REQUIREMENTS OF THE STATE FIRE MARSHAL.9. CONSTRUCTION SHALL COMPLY WITH THE AIR LEAKAGE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE,

TITLE 24, PART 2 CHAPTER 2-53 FOR WINDOWS, DOORS, CAULKING AND SEALING, ELEVATOR SHAFT VENTS AND ALLOTHER APPLICABLE REQUIREMENTS.

10. DIMENSIONSING RULES:A. NOTED DIMENSIONS SHALL AT ALL TIMES TAKE PRECEDENCE OVER SCALED DIMENSIONS.B. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF STUD U.O.N.C. ALL DIMENSIONS OF EXISTING WORK ARE TO FACE OF FINISH U.O.N.D. CEILING HEIGHT DIMENSIONS ARE FROM TOP OF FLOOR SLAB TO FINISH FACE OF CEILING.E. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.F. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT.G. +/- VERTICAL DIMENSION ARE FROM THE TOP OF THE FLOOR SLAB DATUM LINE, ESTABLISHED BY THE CONTRACTOR

SUBJECT TO THE APPROVAL OF THE OWNER OR ARCHITECT, UNLESS OTHERWISE NOTED.H. DIMENSIONS MARKED "A.F.F." ARE ABOVE FINISHED FLOOR MATERIALS. IN CARPETED AREAS, THE TOP OF SLAB IS

CONSIDERED TO BE THE FINISH FLOOR.I. DIMENSIONS MARKED "V.I.F." SHALL BE "VERIFIED" IN THE FIELD BY THE CONTRACTOR.J. ALL DIMENSIONS ARE TO STRUCTURAL COMPONENTS UNLESS OTHERWISE NOTED.K. DIMENSION LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N.

GENERALA0.00 COVER SHEETA0.10M GENERAL INFORMATIONA0.40M ACCESSIBILITY COMPLIANCE

ARCHITECTURALA1.00M OVERALL SITE PLAN (FOR REFERENCE ONLY)A1.01M ENLARGED SITE PLAN - MODULARA2.01M FLOOR PLAN - MODULARA2.14M ROOF PLAN - MODULARA2.31M FINISH PLAN - MODULARA2.81M DOOR & WINDOW SCHEDULE / DETAILSA3.11M EXTERIOR ELEVATIONS - MODULARA3.21M BUILDING SECTIONS - MODULARA5.01M INTERIOR ELEVATIONSA6.01M REFLECTED CEILING PLAN - MODULARA8.31M EXTERIOR WINDOW / DOOR DETAILSA9.00M EXTERIOR & INTERIOR WALL ASSEMBLIESA9.10M INTERIOR / EXTERIOR DETAILSA9.60M TYPICAL CEILING DETAILS

MECHANICALM0.01 LEGEND, SYMBOLS, AND GENERAL NOTESM2.01 MECHANICAL FLOOR PLANM2.02 MECHANICAL REFRIGERANT PIPING PLANM4.01 MECHANICAL DETAILSM4.02 MECHANICAL DETAILS

PLUMBINGP0.01 PLUMBING LEGEND, SYMBOLS, GENERAL NOTES,

AND SCHEDULESP2.01 PLUMBING FLOOR PLANP2.02 PLUMBING ROOF PLAN

ELECTRICALE0.01 GENERAL INFORMATION ELECTRICALE2.01 FLOOR PLAN - LIGHTINGE3.01 FLOOR PLAN - POWER & SIGNALE5.01 DETAILSE6.01 SCHEDULES

FIRE ALARMF0.01 GENERAL INFORMATION FIRE ALARMF2.01 FLOOR PLAN - FIRE ALARM

MAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMEMB. MEMBRANEMFR. MANUFACTURERMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTD. MOUNTEDMTL. METALMUL. MULLION

N. NORTHN.I.C. NOT IN CONTRACTN.R. NON RATEDN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINAL

O.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED CONTRACTOR

INSTALLEDO.F.D. OVERFLOW DRAINO.F.O.I. OWNER FURNISHED OWNER

INSTALLEDO.H. OPPOSITE HANDO.S.B. ORIENTED STRAND BOARDO/ OVEROBS. OBSCUREOCC. OCCUPANTS OR OCCUPANCYOFC. OFFICEOPNG. OPENINGOPP. OPPOSITE

P.L. PROPERTY LINEP.LAM. PLASTIC LAMINATEP.T.D. PAPER TOWEL DISPENSERP.T.D./R. PAPER TOWEL

DISPENSER/RECEPTACLEP.T.D.F. PRESSURE TREATED DOUGLAS FIRPL. PLATEPLAS. PLASTERPLYWD. PLYWOODPNTD. PAINTEDPR. PAIRPRCST. PRECAST

R.C. RESILIENT CHANNELR.D. ROOF DRAINR.O. ROUGH OPENINGR.R. RESTROOMR.W.L. RAIN WATER LEADERRAD. RADIUSREC. RECESSEDRECL. RECYCLINGREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTRGTR. REGISTERRISER RISERRM. ROOMRWD. REDWOOD

S. SOUTHS.A.F. SELF-ADHERED FLASHINGS.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FOOTS.M.S. SHEET METAL SCREWS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.O.G. SLAB ON GRADES.S. STAINLESS STEELS.SK. SERVICE SINKSCHED. SCHEDULESECT. SECTIONSEP. SEPARATE or SEPARATIONSHT. SHEETSHTG. SHEATHINGSHWR. SHOWERSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUAREST. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICAL

T&G TONGUE AND GROOVET. TEMPERED GLASST.B. TOWEL BART.O.C. TOP OF CONCRETET.O.P. TOP OF PARAPETT.O.STL. TOP OF STEELT.O.W. TOP OF WALLT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTEL. TELEPHONETER. TERRAZZOTHK. THICKTRANS. TRANSITIONTRD. TREADTYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTEDUNF. UNFINISHEDUR. URINALUTIL. UTILITY

V.I.F. VERIFY IN FIELDVER. VERIFYVERT. VERTICALVEST. VESTIBULE

W. WESTW.C. WATER CLOSETW.O. WHERE OCCURSW.P. WATERPROOFW.V. WOOD VENEERW/ WITHW/O WITHOUTWD. WOODWSCT. WAINSCOTWT. WEIGHT

# POUND OR NUMBER& AND(E) EXISTING(N) NEW@ ATL ANGLEØ DIAMETER or ROUND

A.C. ASPHALT CONCRETEA.C.P. ALUMINUM COMPOSITE PANELA.D. AREA DRAINA.F.F. ABOVE FINISH FLOORA.L.S. ASSISTED LISTENING SYSTEMACOUS. ACOUSTICALADJ. ADJUSTABLE or ADJACENTAGGR. AGGREGATEALUM. ALUMINUMAPPROX. APPROXIMATELYARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALT

BD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOTT. BOTTOM

C.B. CATCH BASINC.B.C. CALIFORNIA BUILDING CODEC.G. CORNER GUARDC.I. CAST IRONC.I.P. CAST IN PLACEC.J. CONTROL JOINTC.L. CENTERLINEC.O. CASED OPENINGC.W. CURTAIN WALLCAB. CABINETCEM. CEMENTCER. CERAMICCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCNTR. COUNTERCOL. COLUMNCOMP. COMPOSITECONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTR. CENTERCTSK. COUNTERSUNK

D.F. DRINKING FOUNTAIND.G. DECOMPOSED GRANITED.O. DOOR OPENINGD.S. DOWNSPOUTD.S.P. DRY STANDPIPEDBL. DOUBLEDEMO. DEMOLISHDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOORDTL. DETAILDWG. DRAWINGDWR. DRAWER

E. EASTE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.P. ELEC. PANELE.W.C. ELEC. WATER COOLEREA. EACHEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXP. EXPANSIONEXPO. EXPOSEDEXST. EXISTINGEXT. EXTERIOR

F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.H.C. FIRE HOSE CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.S. FIRE SPRINKLERFDN. FOUNDATIONFIN. FINISHFL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTFPRF. FIREPROOFFRMG. FRAMINGFT. FOOT or FEETFTG. FOOTINGFURR. FURRINGFUT. FUTURE

G.B. GRAB BARG.S.M. GALVANIZED SHEET METALGA. GAUGEGALV. GALVANIZEDGL. GLASSGND. GROUNDGR. GRADEGYP. GYPSUM

H.B. HOSE BIBH.C. HOLLOW COREH.M. HOLLOW METALHDWD. HARDWOODHDWR. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHT

I.D. INSIDE DIAMETERI.S.A. INTERNATIONAL SYMBOL OF

ACCESSIBILITYINSUL. INSULATIONINT. INTERIOR

JAN. JANITORJT. JOINT

K.D. KNOCK DOWN

L.F. LINEAL FOOTLAM. LAMINATELAV. LAVATORYLKR. LOCKERLT. LIGHT

M.H. MANHOLEM.O. MASONRY OPENING

ABBREVIATIONS SYMBOLS

GENERAL NOTES

VICINITY MAP

SHEET INDEX PROJECT TEAM

DEFERRED APPROVALS

SCOPE OF WORKAPPLICABLE CODES2013 CALIFORNIA BUILDING CODE (CBC)2013 CALIFORNIA ELECTRICAL CODE (CEC)2013 CALIFORNIA MECHANICAL CODE (CMC)2013 CALIFORNIA PLUMBING CODE (CPC)2013 CALIFORNIA ENERGY CODE2013 CALIFORNIA FIRE CODE (CFC)2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)

PARTIAL LIST OF APPLICABLE STANDARDS2013 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

(CALIFORNIA AMENDED)2013 NFPA 253 - CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS

OWNERCONTRA COSTA COMMUNITY COLLEGEDISTRICT500 COURT STREETMARTINEZ, CA 94553PHONE (925) 229-1000

ATTN: BEN AZARNOUSH

CONSTRUCTION MANAGERCRITICAL SOLUTIONS, INC.1801 OAKLAND BOULEVARD, SUITE 300WALNUT CREEK, CA 94596PHONE (925) 944-5060

ATTN: KELLY JOHNSON

ARCHITECTURELPAS2484 NATOMAS PARK DRIVE, SUITE 100SACRAMENTO, CA 95833PHONE (916) 443-0335

ATTN: TROY PENNINGTON

STRUCTURAL

MERIDIAN STRUCTURAL ENGINEERS, INC.850 IRON POINT ROAD, SUITE 110FOLSOM, CA 95630PHONE (916) 365-4740

ATTN: MICHAEL BAKER

CIVILBkF ENGINEERS980 9TH STREET, SUITE 1770SACRAMENTO, CA 95814(916) 556-5800

ATTN: JAMES MCCURDY

MECHANICAL / ELECTRICAL / PLUMBING/LOW VOLTAGE / FIRE ALARMCANYON CONSULTING ENGINEERS3150 HILLTOP MALL ROAD, SUITE 18RICHMOND, CA 94806PHONE (510) 243-5987

ATTN: GEORGE ARELLANO

BID ALTERNATES

1. COORDINATION OF MODULAR BUILDING CONSTRUCTION DOCUMENTS WITH SITE-BUILT CONSTRUCTION.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION WITH ARCHITECT AND ARCHITECT'SCONSULTANTS FOR INTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.ALL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTED ARE TO BE STUBBED 5' OUTSIDE THE BUILDING LINE BYMODULAR MANUFACTURER, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER, ELECTRICAL, STORM SEWER,SANITARY SEWER. PROVIDE CONCRETE CHRISTY BOX.

2. MODULAR BUILDING AS DESIGNED CONTAINS COMPONENTS THAT ARE NOT STANDARD MODULAR BUILDINGCOMPONENTS, INCLUDING BUT NOT LIMITED TO VRF (VARIABLE REFRIGERANT FLOW) MECHANICAL SYSTEM,WINDOW SIZES, STUCCO TRIMS, ETC. THESE ITEMS MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.

3. CONSTRUCTION DOCUMENTS FOR MODULAR BUILDINGS, APPROVAL THROUGH DIVISION OF STATE ARCHITECT.

4. DESIGN AND CONSTRUCTION OF FOOTING AND FOUNDATION SYSTEM FOR MODULAR BUILDING SYSTEM,INCLUDING BUT NOT LIMITED TO EXCAVATION FOR AND INSTALLATION OF CONCRETE FOOTINGS ANDFOUNDATION SYSTEMS FOR MODULAR BUILDING, DRAINAGE, INSTALLATION OF RAT SLAB AND CRAWL SPACEDRAINAGE. FOOTING AND FOUNDATION SYSTEM DESIGN SHALL INCLUDE COORDINATION WITH FOOTINGS,FOUNDATIONS, SLABS REQUIRED FOR SITE BUILT CONSTRUCTION.

5. CONSTRUCTION, DELIVERY AND INSTALLATION OF MODULAR BUILDING SYSTEM.

6. COORDINATION OF INSTALLATION AND BUILDING SYSTEM INTERFACES WITH SITE BUILT CONSTRUCTION TEAM.

1. OPTIONAL BID ALTERNATE: SLAB-ON-GRADE CONSTRUCTION IN LIEU OF PIT-SET (IF OFFERED BY MANUFACTURER).

2. SINGLE SLOPE ROOF IN LIEU OF GABLE.

3. BULLET RESISTANT WALL LINING.

NONE.

PROJECT LOCATION

SINGLE-ACCOMMODATION TOILET FACILITY

60" MIN. DIA. CLR.

OVERLAP

12" MAX.

18" MIN.

17" M

IN.

30" X 48" CLEARFLOOR SPACE FORLAVATORY (DOORSWING MAY NOTOVERLAP)

17" MIN. TO 18" MAX.

60" X 56" CLEARFLOOR SPACEFOR TOILET(DOOR SWINGMAY NOTOVERLAP)

CLR.

32" M

IN.

60" MIN. CLR.

56" M

IN.

DOOR MAYSWING OVERHATCHEDPORTION OFMANEUVERINGSPACE

MIN.48"

FLUSHACTIVATORON WIDESIDE

34" M

AX.

29" M

IN.

27" M

IN.

MIN.9"

OPER

ABLE

PAR

T

40" M

AX.

TO H

IGHE

ST

INSULATE EXPOSED HOTWATER LINE AND DRAINPIPES PER ASTM E-84

BOTTOM OFREFLECTIVESURFACE

MIRROR

SOAP DISPENSER

FEMININE NAPKINDISPENSER

TRASHRECEPTACLE

HAND DRYER

PAPER TOWELDISPENSER

12" MIN. 24" MIN.

33" *

* REAR GRAB BAR ALLOWED AT36" A.F.F. AT TANK-TYPE TOILET

16" TO 18"

C.L.

C.L.

36" MIN. GRAB BAR(42" PREFERRED)

54" MIN.

12" MAX.

42" MIN.GRAB BAR(48" PREFERRED)

T.O.

S.

17" -

19"

33"

C.L.

7" TO 9"

SEAT COVERDISPENSER

TOILET PAPERDISPENSER

TOILET REAR WALL ELEVATION TOILET SIDE WALL ELEVATION

LAVATORY AND TOILET ROOM ACCESSORIES

FLUSHACTIVATOR ONWIDE SIDE

24" MIN.

48" M

IN.

60" M

IN.

48" M

IN. *

60" M

IN.

48" M

IN. *

PULL SIDE

PUSH SIDE

24" MIN.

* THIS DIMENSION MAY BE REDUCED TO 44"IF DOOR DOES NOT HAVE A CLOSER

LATCH APPROACH HINGE APPROACH

36" MIN.

PULL SIDE

PUSH SIDE

* THIS DIMENSION MAY BE REDUCED TO 44"IF DOOR DOES NOT HAVE BOTH A LATCH AND A CLOSER

54" MIN.

PULL SIDE

PUSH SIDE

18" MIN. CLR. AT INTERIOR DOORS24" MIN. CLR. AT EXTERIOR DOORS

60" M

IN.

FRONT APPROACH

48" M

IN.

MIN.

12" * * THIS CLEARANCE ISNOT REQUIREDIF DOOR DOES NOTHAVE BOTH A LATCHAND A CLOSER

DOORS IN A SERIES BOTH DOORS OPEN OUT

18" MIN. MIN.

12" *

MIN.

12" *

MIN.

12" ** THISCLEARANCEIS NOTREQUIREDIF DOORDOES NOTHAVE BOTH ALATCH AND ACLOSER

* THISCLEARANCEIS NOTREQUIREDIF DOORDOES NOTHAVE BOTH ALATCH AND ACLOSER

48" M

IN.

UNOBSTRUCTEDFORWARD REACH

UNOBSTRUCTEDSIDE REACH

OBSTRUCTED SIDE REACH

OBSTRUCTED FORWARD REACH

MAX.

10"

MIN.15" 48

" MAX

.

MAX.

10"

48" M

AX.

34" M

AX.

24" MAX.

>10" TO

34" M

AX.

48" M

AX.

48" M

AX.

20" MAX.

44" M

AX.

>20" TO25" MAX.

48" M

AX.

MIN.15"

LOBBY

WALKING PARALLEL TO A WALL WALKING PERPENDICULAR TO A WALL

80" M

IN.

WHE

N HI

GHER

THAN

27"

WHE

N 27

"OR

BEL

OW

ANYAMOUNT 4" MAX.

27" M

AX.

VER

TIC

AL1/

4" M

AX.

AT 1

:2 S

LOPE

1/2"

MAX

.

21

DOOR THRESHOLD

12"

12" 12"

WHE

RE O

CCUR

S

6" M

IN.

12"12"

MEN WOMEN UNISEX

60"A.F.F.

1. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY AGEOMETRIC SYMBOL IN A COLOR THAT CONTRASTS TO THE DOOR ON WHICH IT ISHUNG, EITHER A LIGHT COLOR ON A DARK DOOR OR A DARK COLOR ON A LIGHTDOOR. THE GEOMETRIC SYMBOL SHALL BE CENTERED HORIZONTALLY ON THEDOOR AT A HEIGHT OF 60" ABOVE THE FINISH FLOOR MEASURED TO THE CENTEROF THE SYMBOL.

2. EDGES OF SYMBOL SHALL BE ROUNDED, CHAMFERED, OR EASED. CORNERSSHALL HAVE A MINIMUM RADIUS OF 1/8".

3. SIGNAGE TO BE 1/4" THICK ACRYLIC (OR APPROVED MATERIAL.)

4. SYMBOLS SHALL HAVE A NONGLARE FINISH.

5. LETTERING, I.S.A., AND GENDER SYMBOLS ARE NOT REQUIRED ON THEGEOMETRIC SYMBOL, BUT WHEN PROVIDED THEY SHALL CONTRAST WITH THEIRBACKGROUND; EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHTBACKGROUND.

PERMANENTROOM ID

DOOR SIDELITEWHERE OCCURS

TACTILE & BRAILLEROOM ID SIGNAGE

60" A

.F.F

.

9"

48"

MIN

TO B

ASEL

INE

OF

LOW

EST

BRAI

LLE

TO B

ASEL

INE

OF

HIG

HES

T LI

NE

OF

TEXT



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:35:

53 A

M



ACCESSIBILITYCOMPLIANCE

A0.40M

01.22.2016

985-0007

MODULAR BIDPACKAGE

PROTRUDING OBJECTS

A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THEFINISHED FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECTANY AMOUNT.

FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80INCHES ABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCEMANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE.

B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTEIS REDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BEPROVIDED.

SANITARY FACILITIES

A. REFER TO SHEET K7/A0.40M FOR ROOM ID SIGNAGE AND RESTROOM IDENTIFICATION SYMBOL:

B. ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVICE. THEINSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELYBELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TOGRASP OR TWIST, AND THE MAXIMUM PRESSURE TO OPERATE THE DOOR SHALL NOT EXCEED 5 LBF.

C. WATER CLOSET & URINAL CONTROLS:FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTINGOF THE WRIST. FLUSH CONTROLS TO BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. WATER CLOSETCONTROLS TO BE MOUNTED ON THE WIDE SIDE OF TOILET COMPARTMENT. THE FORCE REQUIRED TO ACTIVATE CONTROLSSHALL BE NO MORE THAN 5 LBF.

D. LAVATORY CONTROLS:FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS TO BE NO MORE THAN 5LBF.

E. GRAB BARS:THE DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OR THE SHAPE SHALL PROVIDEAN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE CLEARANCE BETWEEN THEGRAB BAR AND WALL SHALL BE 1 1/2". MINIMUM STRUCTURAL STRENGTH OF GRAB BARS WILL SUPPORT A 250 LB POINTLOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

F. ACCESSORIES:WHERE TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, SEAT COVER DISPENSERS OR OTHEREQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.

ELECTRICAL SWITCHES AND OUTLETS

A. A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIRSHALL BE PROVIDED AT CONTROLS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT.

B. SWITCHES AND CONTROLS INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROLLIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BELOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOM OF THE OUTLET BOX) ANDNOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOP OF THE OUTLET BOX.)

C. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEMRECEPTACLES SHALL BE LOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOMOF THE OUTLET BOX OR HOUSING) AND NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOPOF THE OUTLET BOX OR HOUSING.)

D. FIRE ALARM INITIATING DEVICES SHALL BE A MINIMUM OF 42 INCHES AND A MAXIMUM OF 48 INCHES ABOVE THE FLOOROR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. CONTROLS ANDOPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 POUNDS OFFORCE.

REACH RANGE

A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHEDFLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT.

FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80 INCHESABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, ORCLEAR WIDTH OF AN ACCESSIBLE ROUTE.

B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE ISREDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE PROVIDED.

DOORS

A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 30 INCHES TO 44 INCHESABOVE FLOOR. OPERATING DEVICE SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRETIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE.

B. OPENING FORCE: MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE DOORS SHALL BE MAX. 15 LBS.

C. THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THEDOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.(SEE "DOOR THRESHOLD" BELOW).

D. FLOOR LEVEL: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BEAS SHOWN IN DOOR PLAN FIGURES BELOW.

E. MANEUVERING CLEARANCES: MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN DOOR PLANFIGURES BELOW. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.

F. PASSAGE DOOR SIZE: MINIMUM NOMINAL DOOR DIMENSIONS ARE 3 FEET WIDE (4 FEET WIDE MAX) AND 6 FEET 8 INCHESHIGH. CLEAR WIDTH REQUIRED IS 32 INCHES MINIMUM WITH DOOR OPEN 90 DEGREES, MEASURED FROM THE FACE OF THEDOOR TO THE OPPOSITE STOP.

G. SMOOTH SURFACE: THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAPOR HAZARDOUS CONDITION.

1" = 1'-0" K7RESTROOM DOOR SYMBOL

1/4" = 1'-0" H7ROOM ID SIGNAGE LOCATION

SIGNS AND SYMBOLS

A. ALL SIGNAGE SHALL COMPLY WITH CBC SECTION 11B-703.

1. FINISH & CONTRAST: CHARACTERS, SYMBOLS & THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS & SYMBOLS SHALL CONTRAST A MIN. OF 70% WITH THEIR BACKGROUND, EITHER LIGHT ON DARKBACKGROUND OR DARK ON LIGHT BACKGROUND.

2. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 & 1:1 AND ASTROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 & 1:10.

3. RAISED CHARACTERS & PICTORIAL SYMBOL SIGNS: WHEN RAISED CHARACTERS ARE REQUIRED OR WHENPICTORIAL SYMBOLS ARE USED ON SIGNS, THEY SHALL CONFORM TO THE FOLLOWING a. THRU d.

a. CHARACTERS ON SIGNS SHALL BE RAISED 32 " (0.794mm) MIN. AND SHALL BE SANS SERIF UPPERCASECHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. (SEE SECTION BELOW)

b. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MIN. OF 5/8" (15.9mm) AND A MAX. OF 2" (51mm) HIGH.

c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS): PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BEACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDEDIMENSION OF THE PICTOGRAM FIELD SHALL BE A MIN. OF 6" (152mm) IN HEIGHT.

d. CHARACTER PLACEMENT: CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT. BRAILLE SHALLBE PLACED A MIN. OF 3/8 " & A MAX. OF 1/2 " DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSHLEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHERBELOW ALL LINES OF TACTILE TEXT.

4. MOUNTING LOCATION & HEIGHT: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NOWALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEARESTADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" (1524mm) ABOVE THE FINISHFLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT APERSON MAY APPROACH WITHIN 3" (76mm) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS ORSTANDING WITHIN THE SWING OF A DOOR.

TACTILE & BRAILLE SIGN REQUIREMENTS

1. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONSOF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS,MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THESECOND CELL. DOTS SHALL BE RAISED A MIN. OF 1/40" ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BEDOMED OR ROUNDED.

SANITARY FACILITIES

A. RESTROOM IDENTIFICATION SYMBOL:1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4

INCH THICK WITH EDGES 12 INCHES LONG AND THE VERTEX POINTING UPWARD.

2. DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND12 INCHES IN DIAMETER.

3. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETERWITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER.THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE BACKGROUND AND THE CIRCLE SHALL CONTRASTWITH THE DOOR.

B. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOORAT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR ANDCONTRAST OF THE DOOR. NO TEXT OR I.S.A. IS REQUIRED.

3"

4"

4"

4"

3"

4"

4"

4"

3"

6"∅Subdrain 6"∅Subdrain

6"∅Subdrain

PG&E 21kV

5kV

PG&E 21kV

5kV

SL Box

FDC PIV

PIV

Conduit

for Elevator Utilitie

s

GV (Abandoned)

GV

TEL

Elec

Elec Ped.

SDCO?

AD

AD

AD

AD

AD

AD

SDCO

RWL

9392

9190

89

8887

8685

95

85

86

86

87

87

88

88

89

89

90

95

94

91

89

89

90

90

92

93

9495

95

96

9796

92

91

91

91

94

94

92

9392

91

90

91

93

91

89

89

89

89

88.9

88.5

87.8

87.3

88.3

87.9

95.2

95.5

95.9

96.4

96.8

96.7

94.8

93.8

94.7

E 61

6970

0

E 61

6960

0

E 61

6950

0

E 61

6940

0

E 61

6930

0

E 61

6920

0

E 61

6910

0

E 61

6900

0

E 61

6890

0

E 61

6880

0

E 61

6870

0

E 61

6860

0

E 61

6850

0

E 61

6840

0

E 61

7070

0

E 61

7060

0

E 61

7050

0

E 61

7040

0

E 61

7030

0

E 61

7020

0

E 61

7010

0

E 61

7000

0

E 61

6990

0

E 61

6980

0

E 61

6970

0

E 61

6960

0

E 61

6950

0

E 61

6940

0

N 2191800

N 2191700

N 2191600

N 2191500

N 2191400

N 2191300

N 2191200

N 2191100

N 2191000

N 2190900

N 2190800

N 2190700

N 2192000

N 2191900

N 2191800

N 2191700

N 2191600

N 2191500

1-2

1-3

1-4

2-1

2-2

2-3

LANEBIKE

BIKELANE

LANEBIKE

BIKE LANE

LA NE BIKE

BIKE LANE

LANE BIKE

BIKE LANE

BIKELANE

AHEAD AHEAD

SIGNAL SIGNAL

LANEBIKE

KEEPKEEP

CLEARCLEARSTOP

STOPSTOP

STOP

STOP

STOP

STOP

YIELD

SLOW

PED

STOPXING

STOP

STOP

XING

PED

STOP

STOP

STOP

STOP

BUS LANE ONLY

STOP

STOP

STOP

EAST LELAND RD.

EAST LELEAND RD.

EAST LELAND RD.

LOS M

EDANOS DR.

LOS

MED

ANO

S DR

.

LOS MEDANOS DR.

LOS MEDANOS DR.

COLLEGE WAY

CO

LLEGE W

AY

MIWOK WAY

LOS MEDANOS LAKE

30005113.89

3001474.79

3001566.21

3001790.87

3001864.02

3002075.70

Pool

Pile

PilePile

Pile

Concrete

Stairs

Stairs

Rocks

Rip-rap

Rip ra

p

Rip rap

Rip

rap

Rip rap

Rip rap

Pipeway

Pipeway

Pipeway

Stairs

Stairs

Stairs

Pool

Pool Piles

Piles

Piles

Piles

Piles

TCFL

TCFL

TC

FL

TC

TC

TC

TC

TC

TC

TC

TC

TC

G

G

G

GYM

SCL

LR

LR

PE

MA

CCMU

PS CS

GA

EL

(E)FOOTBALL STADIUM

/ TRACK

LMC LAKE

(E) PARKING LOT A

(E) PARKING LOT 1A

(E) PARKING LOT 2A

(E) PARKING LOT B

(E) PARKING LOT C

(E) PARKING LOT B

(E)BASEBALLDIAMOND

(E)SOFTBALLDIAMOND

(E)PRACTICE FIELD

(E)TENNISCOURTS

EAST LELAND ROAD

LOS

MED

ANOS

DRI

VE

LOS MEDANOS DRIVE

(E)STAFF

LOT

(E) STAFF LOT

(E) DRIVE (A.C. PAVING)

(E) F

IRE

LAN

E (A

.C. P

AVIN

G)

(E) F

IRE

LAN

E (A

.C. P

AVIN

G)

(E) PROP LINE

(E) D

RO

POFF

(E) D

RO

POFF

(E) PROP LINE

CSC

PROJECT SITE



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:35:

58 A

M



OVERALL SITE PLAN(FOR REFERENCEONLY)

A1.00M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1" = 100'-0" K1OVERALL SITE PLAN

N0 50 100 150

SCALE: 1" = 100'-0"FT

PIV

IV

IV

IVIV

IV(2)

IV

IV

SS

Vault

STOP

I

I

I

I

I

I

I

I

I

I

I

GOLF CART PARKING /CHARGING AREA - NIC

SWING GATE - NIC

(E) CURB CUT

(E) F

IRE

LAN

E(C

ON

C P

AVIN

G)

PEDESTRIAN ENTRY -FOR REFERENCE ONLY

CAMPUS SAFETYCENTER

(E) BLDG SC

(E) FIRE HYDRANT

(E) RETAINING WALL

(E) TENNIS COURTS

(E) CONC SWALE

(E) CONC WALK

CONC WALK -NIC

CONC SEAT WALL - NIC

ROCK LINED SWALE - NIC

(E) CONC SWALE

(E) A.C. DRIVE

(E) LANDSCAPE AREA

(E) CROSSWALK

(E) BOLLARD,TYP OF (3)

(E) CONC WALK

(E) LANDSCAPE AREA

SECURED PARKING AREA(A.C. PAVING) - NIC

SLO

PE D

N 1

" / 1

2" M

AX

12" W. (MIN) CONCMOW STRIP BYMODULARMANUFACTURER

CONCRETE WALK -NOT IN MODULARCONTRACT

MECHANICAL EQUIPMENTAND CONCRETEEQUIPMENT PAD - INMODULAR CONTRACT -COORDINATE WITH FENCENOT IN CONTRACT

GENERAL NOTES1. SEE SHEET A0.10M FOR CODE COMPLIANCE INFORMATION.

2. SEE SHEET A0.40M FOR ACCESS COMPLIANCE INFORMATION.

3. SOME SITE ELEMENTS ARE SHOWN FOR REFERENCE PURPOSES ONLY.UNLESS OTHERWISE NOTED, SITEWORK IS OUTSIDE THE SCOPE OF THISDOCUMENT.

4. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON PAVING.

5. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR SITE EXCAVATIONREQUIRED TO SET MODULAR BUILDING COMPONENTS. COORDINATEREQUIREMENTS WITH SITE BUILT CONSTRUCTION REQUIREMENTS.COORDINATE FINISH FLOOR ELEVATION AND CRAWL SPACE DEPTH WITHDESIGN TEAM.

6. MODULAR BUILDING MANUFACTURER SHALL PROVIDE PERIMETER FOUNDATIONVENTS, AS REQUIRED. PROVIDE NON-REMOVABLE STEEL GRATE COVERS.MODULAR BUILDING MANUFACTURER SHALL PROVIDE CRAWL SPACE ACCESSAND WELL. PROVIDE LOCKABLE COVER. COORDINATE LOCATION WITH SITEBUILT CONSTRUCTION.

7. FENCES, GATES, ETC. ARE OUTSIDE THE SCOPE OF THE MODULAR BUILDINGCONTRACT AND ARE SHOWN FOR REFERENCE PURPOSES ONLY.

8. STUB ALL UTILITIES, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER,SANITARY SEWER, STORMWATER, ELECTRICAL, ETC. 5'-0" MINIMUM FROMBUILDING FACE. COORDINATE POINTS OF CONNECTION WITH SITE BUILTCONTRACTOR. PROVIDE POINTS OF CONNECTION IN CONCRETE CHRISTY BOXOF ADEQUATE SIZE TO ACCOMODATE CONNECTIONS, SHUTOFFS, ETC. SEEMECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR ADDITIONALINFORMATION.

LEGEND:MODULAR BUILDING UNDER THIS SCOPE

BUILDING NOT IN MODULAR SCOPE

SPLIT SYSTEM OUTDOOR UNIT - SEE MECHANICAL

VRF SYSTEM OUTDOOR UNIT - SEE MECHANICAL

ROCK LINED SWALE - NOT IN MODULAR SCOPE

CONCRETE PAVING IN SCOPE



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

01 A

M



ENLARGED SITE PLAN -MODULAR

A1.01M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1" = 10'-0" K3PARTIAL SITE PLAN

N

INTERVIEW104

EOC102

LOBBY101

DISPATCH/RECEPTION

122

LOST &FOUND

110

EVIDENCESTORAGE

108

IT106

RECORDS109

MEN114

WOMEN116

CORPORAL120

BREAKROOM

119

PARKINGOFFICER

118

RESTROOM115

PREBOOKING/

BOOKING113

LIEUTENANT121

PATROL/

REPORT111

RESTROOM117

STORAGE103

POLICEAIDE

EQUIP112

A3.11MC3

12' -

0"

12' -

0"

9' -

0"3'

- 0"

3' -

0"6'

- 0"

3' -

0"12

' - 0

"

3' -

0"6'

- 0"

3' -

0"9'

- 0"

3' -

0"3'

- 0"

9' -

0"3'

- 0"

6' -

0"3'

- 0"

9' -

0"3'

- 0"

40' - 0"

13' - 4" 17' - 6" 9' - 2"

11' - 1 1/2" 6' - 6" 10' - 11" 11' - 5 1/2"

60' -

0"

9' -

8"9'

- 0"

9' -

0"10

' - 4

"8'

- 0"

6' -

0"8'

- 0"

101B

119

117

121

104B

116 114

110

107 113B

108

115

109

106

112

122

A

A

A

A

A

6' - 0" 15' - 6 1/2" 7' - 10 1/4" 10' - 7 1/4"

A3.11MK1

HALL107

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

AA

AA

AA

AA

AA

A

IS0 45 1

IS0 50 1

IS0 50 1

IS0 50 1

IS0 50 7 IS0 50 7

IS0 00 2IS0 00 2

IS0 45 1

IS0 45 1

ES0 00 1

ES0 00 1

IS0 00 13

IS0 00 2

IS0 00 13

IS0 00 13

IS0 00 13

IS0 50 1

A5.01MG11

IS0 50 7

IS0 00 1IS0 00 1

9"

IS0 50 1

IS0 50 7 IS0 00 4

ES0 00 1

120

IS0 50 1

IS0 50 1

IS0 50 7

IS0 45 1

118

IS0 00 1IS0 00 1

IS0 00 2

9 3/4"

IS0 50 1

ES0 00 1

5' - 0"

5' - 6" 5' - 6"

IS0 00 13

IS0 50 12

IS0 00 13

IS0 00 14

IS0 50 7IS0 00 4

9"

IS0 00 8

A5.01M B8

A5.01M

B11

06

03

B

G6

G4

G8

A5.01M

B4

B2B6

5'-0

" MIN

CLR

5' - 0" CLR

A2.01MC10

5' MIN

MIN

5' -

0" C

LR

5' MIN

IS0 00 13

ELEC105

2 2

B

B C

E

E

5.8 5.8

IS0 00 14

IS0 45 1

IS0 45 1

IS0 00 13

F3A3.11M

EA

REA

REQ

UIR

ING

CO

OR

DIN

ATIO

N W

ITH

SIT

E B

UIL

T

G3A3.21M

C3A3.21M

K3A3.21M

17' - 6" 22' - 6"

5' -

5 1/

4"7'

- 0

3/4"

2' -

7"9'

- 10

1/4

"13

' - 0

3/4

"22

' - 0

"

MO

DU

LE 5

12' -

0"

MO

DU

LE 4

12' -

0"

MO

DU

LE 3

12' -

0"

MO

DU

LE 2

12' -

0"

MO

DU

LE 1

12' -

0"

17' - 0" 10' - 5 1/2" 5' - 4 7/8" 7' - 1 5/8"

40' - 0"

D

C

09

113A

60' -

0"

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

CANOPY ABOVE, TYP

A2.01MC10

Sim

3 1/8" 11' - 0 1/2" 10' - 11 1/2"

7' - 8" 7' - 7 7/8"

A3.11MK7

IS0 50 0

RAMP, STAIRS, FLATWORKAND ASSOCIATED RAILINGS,ETC. BY SITE CONTRACTOR

A9.10MF11

A9.10MC11

A9.10MK7

A9.10MH7

A9.10MH5

A9.10MK5

IS0 00 13

AREA

REQ

UIRI

NG C

OO

RDIN

ATIO

N

LOCKERROOM

116A

LOCKERROOM

114A

(7) SINGLE TIER LOCKERS(1) ACCESSIBLE REQ'D.

(7) SINGLE TIER LOCKERS(1) ACCESSIBLE REQ'D.

GENERAL NOTES1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:

A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION

2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.

3. AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FORMODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILTCOMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FORCOORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FORINTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TOCIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,WEATHERPROOFING, ETC.

4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.

5. REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THEMODULAR CONTRACT.

6. PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TOELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.

7. ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRIDOR FACE OF STUD, UNLESS OTHERWISE NOTED.

8. UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALLINTERSECTION.

LEGEND:SITE BUILT CONSTRUCTION - NIC

NOT IN SCOPE

MODULAR CONSTRUCTION

B WINDOW TYPE - SEE SHEET A2.81M

DOOR TYPE - SEE SHEET A2.81M201

WALL TYPE - SEE SHEET A9.00MIS1 00 1

NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIESTO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.

COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574

SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.

TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700FLOOR-TO-CEILING

PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.

WASTE RECEPTACLE, O.F.O.I.

36" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES


GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460

COMBI TOILET / SINK, MFR: ACORN, MODEL #1449

RESTROOM ACCESSORIES

01

02

04

05

06

08

07

03

09

A

A

01

07

06

08

0402

1' - 6"

6' - 1 1/2" 5' - 0"

30" x 48" CLEARSPACE ø 5' - 0

"

5' - 0"

4' -

6"

RESTROOM117

F3

A9.10M

5

4

3

2

1

# = MODULE NUMBER



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

05 A

M



FLOOR PLAN -MODULAR

A2.01M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" K3FLOOR PLAN - MODULAR

N

1/2" = 1'-0" C10ENLARGED RESTROOM PLAN

(RESTROOM 115 SIM O.H.)

1/16" = 1'-0"KEY PLAN

N

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

4

7

RIDGE

TYP.

1/4"

MIN

.SL

OPE

1/4"

MIN

.SL

OPE

1/4"

MIN

.SL

OPE

1/4"

MIN

.SL

OPE

RIDGE

3

5 TYP.

1

1 TYP.

2 2

B

B C

E

E

5.8 5.8

SLOPE DN 1/4" / 12" SLOPE DN 1/4" / 12"

SLOPE DN 1/4" / 12" MINSLOPE DN 1/4" / 12" MIN

RID

GE

RID

GE

AR

EA R

EQU

IRIN

G C

OO

RD

INAT

ION

WIT

H S

ITE

BU

ILT

15' - 6 3/8"

14' -

2"

8

OPEN TOBELOW

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

5

5

TYP.

2 2

6' - 10" 5' - 0"

4' - 0

"

4' - 0

"

1/4"

MIN

.SL

OPE

1/4"

MIN

.SL

OPE

3' - 1 1/2"

60' -

0"

K9

A9.10M

RD OD

RD OD

RD OD RD OD

RD OD

RIDGE

1

ROOFING KEYNOTE LEGEND

2 MANUFACTURER'S STANDARD DOOR CANOPY

3

4

5

SINGLE PLY MEMBRANE ROOFING SYSTEM O/TAPERED RIGID INSULATION (4" MIN THICKNESS)

ROOF DRAIN AND OVER FLOW

6 NOT USED

7 ROOFING CRICKET

PARAPET CAP

ALUMINUM SUNSHADE

8 AREA UNDER SITE-BUILT ROOF - EXPOSED METAL DECK




3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO STRUCTURAL,MECHANICAL, WEATHERPROOFING, ETC.

4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING COMPONENT ROOF AND FLOOR SYSTEM. MODULAR BUILDINGMANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.

5. SITE BUILT ROOF HIDDEN IN THIS VIEW FOR CLARITY.

6. ROOF STRUCTURE INDICATED IS FLAT WITH TAPERED INSULATIONCREATING THE SLOPE. MODULAR MANUFACTURER MAY SUGGESTALTERNATE FOR SLOPED STRUCTURE. ALTERNATE MUST BE CLEARLYIDENTIFIED IN BID PROPOSAL.



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

06 A

M



ROOF PLAN - MODULAR

A2.14M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" K3ROOF PLAN - MODULAR

N

REF.

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

INTERVIEW104

EOC102

LOBBY101

B1RF1P4

DISPATCH/ RECEPTION122

B1RF1P1

LOST & FOUND110

EVIDENCESTORAGE

108

B1RF1P1

IT106

B1RF1P1

RECORDS109

B1RF1P1

MEN114

B1RF1P1

WOMEN116

B1C1P1

CORPORAL120

B1RF1P1,4

BREAK ROOM119

B1RF1P1

PARKING OFFICER118

T2T1T4

RESTROOM115

RF1RF1WP1

1

PREBOOKING / BOOKING113

B1C1P1

LIEUTENANT121

B1RF1P1

PATROL / REPORT111

T2T1T4

RESTROOM117

STORAGE103

B1RF1P1

POLICE AIDE EQUIP112

B1RF1P1

HALL107

ELEC105

2 2

B

B

C

C

E

E

5.8 5.8

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

B1SC1P1

EVIDENCE STORAGE108

CORNER GUARD CG1

FINISH SYMBOL LEGEND

CT1

P1* WP1

RB1

1, 2, 3

BASE FINISHWAINSCOTFINISH

FLOORINGFINISHWALLFINISH

* SEE FINISHPLAN KEYNOTES

FINISH PLANKEYNOTES

P6 EXTENT OF ACCENT FINISH

8 SEE FINISH PLAN KEYNOTE

FINISH SCHEDULE BOX:

C1 CARPET TILEMANUFACTURER: PATCRAFTPRODUCT:TEXTURE:COLOR:

RF1 RESILIENT LINOLEUM SHEET FLOORINGMANUFACTURER: FORBOPRODUCT: MARMOLEUMTEXTURE: STRIATOCOLOR: FRESH WALNUT 5229

T1 CERAMIC FLOOR TILEMANUFACTURER: DAL-TILEPRODUCT: KEYSTONESCOLOR: TO BE SELECTED BY ARCHITECT

T2 CERAMIC WALL TILEMANUFACTURER: DAL-TILEPRODUCT: MODERN DIMENSIONSCOLOR: TO BE SELECTED BY ARCHITECT

WP1 FRP WALL PANELSMANUFACTURER: MARLITEPRODUCT: INDUROCOLOR: TITANIUM

B1 RUBBER BASEMANUFACTURER: JOHNSONITEPRODUCT: TRADITIONAL 4"COLOR: TO BE SELECTED BY ARCHITECT

P1 INTERIOR PAINTMANUFACTURER: TBDPRODUCT:COLOR: "WHITE" (TO MATCH EP1)

P2 INTERIOR PAINT ACCENT COLORMANUFACTURER: TBDPRODUCT:COLOR: "GRAY" (TO MATCH EP2)

P3 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: "RED" (TO MATCH EP3)

P4 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: ACCENT COLOR TBD

SC1 SEALED CONCRETE

INTERIOR MATERIALS LEGEND


NOT IN SCOPE


B WINDOW TYPE - SEE SHEET A2.81M

DOOR TYPE - SEE SHEET A2.81M201

WALL TYPE - SEE SHEET A9.00MIS1 00 1




3. AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FORMODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILTCOMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FORCOORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FORINTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TOCIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,WEATHERPROOFING, ETC.

4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.

5. REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THEMODULAR CONTRACT.

6. PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TOELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.

7. ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRIDOR FACE OF STUD, UNLESS OTHERWISE NOTED.

8. UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALLINTERSECTION.



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

10 A

M



FINISH PLAN -MODULAR

A2.31M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" K3FINISH PLAN

N

F FV HV HL NV

LEGENDF FLUSHFV FULL VISIONHV HALF VISIONHL HALF LOUVERNV NARROW VISIONSV SECURITY VISION

(LOUVER WHERE OCCURS)

SV

B1

A8.31M

D1

A8.31M

F1

A8.31M

1' - 0"

5' -

0"2'

- 6"K7

A2.81M SIM

K5

A2.81M

K7

A2.81M

6' - 0"

4' -

0"2'

- 10

"

B B

SIM

SIM

K7

A2.81MSIM

K5

A2.81M

K7

A2.81M

7' - 6"

4' -

8"2'

- 10

"

B

SIM

SIM

E D A

TWO-WAY TRANSPARENTMIRROR GLAZING(HEAT STRENGTHENED)

6" DIA LEVEL 3 BULLETRESISTANCE SPEAK-THROUGH (SST)

LEVEL 3 BULLETRESISTANCE GLAZING

BAA SAME AS 'A' WITHOBSCURE GLAZING

NOTES:

1. PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODE.

BB

8' - 9"

1' -

10"

4' -

2"3'

- 0"

BC

6' - 6"

1' -

10"

7' -

2"

FINISH FLOOR

K7

A2.81M SIM

K5

A2.81M SIM

K7

A2.81M SIM

K5

A2.81M SIM

9"

9"

6"

6"

12" M

IN.

APPLY PRIMER TO SILL, THEN INSTALL 12" SILL MEMBRANE FLASHINGINTO OPENING 3" (IT SHOULD BE EQUAL TO WIDTH OF WINDOW PLUSWIDTH OF EACH JAMB FLASHING) LEAVE 9" BOTTOM EDGE FREE FORFUTURE INSTALLATION OF BUILDING PAPER.

APPLY PREFABRICATED CORNER REINFORCING AT ALL SILL CORNERS

APPLY PRIMER PRIOR TO HEAD AND JAMB MEMBRANE INSTALLATION

INSTALL 9" MEMBRANE FLASHING 3" INTO OPENING PER DETAIL TO BOTHJAMBS (ONLY ONE SIDE SHOWN FOR CLARITY)

INSTALL 9" MEMBRANE FLASHING AT HEAD

13

12

10

115

18

9

4

3

3

2

1

1

2

3

4

5

9

10

11

12

13

14

GENERAL NOTES:1. CONTRACTOR IS SOLELY RESPOBISBLE FOR MEANS AND

METHODS.SEQUENCE IS SHOWN FOR CLARITY TO OVERLAPPNGMATERIAL ONLY.

2. CHECK ALL CONDITIONS TO ENSURE COVERAGE AND OVERLAP OFMULTIPLE PIECES. PATCH AS NECESSARY.

3. SELF-ADHERING WATERPROOF MEMBRANE SHALL NOT BE STAPLED ATEDGES AND JOINTS (EXCEPTION TO ALLOW AT OUTER EDGES TO SECUREDURING WEATHER (WINDY)CONDITIONS.

4. PRIMER TO BE USED IN APPLYING S.A.F. TO SHEATHING AND FRAMEOPENING.

5. TOP OF J-MOLD AT JAMBS TO BE TUCKED UNDER OUTER EDGES OFHEAD FLASHING. SAME SELF-ADHERING WATERPROOFINGMEMBRANE PRODUCT SHALL BE USED IN WINDOW INSTALL ANDLATH PROCEDURES.

6. ALL SEALANTS USED AT WINDOWS SHALL BECOMPATIBLE WITH S.A.F.

INSTALL BUILDING PAPER UNDER 9" SILL MEMBRANE FLAP THEN ADHERE MEMBRANE TOPAPER

INSTALL BUILDING PAPER UP TO EDGE OF FRAME JAMBS AND THEN UP 9" ABOVE EDGEOF HEAD. (ONLY ONE JAMB SHOWN FOR CLARITY)

INSTALL 6" MEMBRANE FLASHING OVER PLASTER J-TRIM AND BUILDING PAPER ANDTHEN UP 6" ABOVE EDGE OF HEAD, BOTH JAMBS (ONLY ONE SIDE SHOWN FORCLARITY)

INSTALL GSM HEAD FLASHING (APPLY SEALANT BEAD BETWEEN WINDOW & FLASHING)

INSTALL 9" MEMBRANE FLASHING AT HEAD, REFER TO DRAWING ABOVE FOR OVERLAP.

PROVIDE CONSISTENT JOINT BETWEEN J-TRIM AND WINDOW FRAME. HEAD FLASHINGSHALL LAP OVER JAMB J METAL (NOT SHOWN)

3/8" U

.O.N

.

DOOR

VINYL THRESHOLD/FLOORING TRANSITION

RESILIENT FLOORING

CONC. SLAB

CARPET

DOOR FRAME

NOTE:VINYL THRESHOLD/FLOORING TRANSITION SHALL BE CENTERED BELOW DOOR

1/2" M

AX.

STEEL STUD CRIPPLE FRMG. TOMATCH WALL STUD SIZE.

RUNNER TRACK TO MATCH SIZE AND GA.OF STUDS. CUT FLANGES, BEND WEB UPAND FASTEN TO STUD w/ (2) #10 S.M.S.

STEEL STUD JAMB FRMG. BEYOND.

NOTE:1. FOR OPENINGS UP TO AND INCLUDING 3'-5". REFER TO DETAIL K3/-

FOR LARGER OPENINGS2. FOR USE IN INTERIOR NON-LOAD BEARING WALLS ONLY.3. DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING

MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEEDSTANDARD.

STEEL STUD CRIPPLE FRMG - MATCHWALL STUD GA. & SIZERUNNER STEEL TRACK TO MATCHWALL STUD GA. & SIZE

STEEL STUD BOX HEADER. (2) 6", 18 GA. STUDS.

18 GA. (MIN) STEEL RUNNER TRACK - SIZETO MATCH WALL STUDS.

ALTERNATE OPTION-AS AN ALTERNATE (FOR INTERIOR CONDITIONONLY), IN LIEU OF WELDING, BEND WEB &FASTEN w/ (2) #10 S.M.S. AND ATTACHFLANGES TO JAMB STUDS w/ (2) #10 S.M.S.PER FLANGE.

ALTERNATE OPTION -AS AN ALTERNATE (FOR INTERIOR CONDITION ONLY), IN LIEU OFWELDING, CUT FLANGES AND EXTEND WEB 3" BEYOND EA. SIDEAND ATTACH FLANGES TO JAMB STUDS w/ (4) #10 S.M.S. PERFLANGE.

STEEL STUD JAMB FRMG. BEYOND.NOTE:1. FOR INTERIOR OPENINGS GREATER THAN 8'-0" AND UP TO 14'-0" OR EXTERIOR

OPENINGS GREATER THAN 3'-5" AND UP TO 8'-0".2. AT EXTERIOR WALL CONDITION, HEADER STUDS AND RUNNING TRACKS SHALL

MATCH WALL STUD GA.3. DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING

MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEED STANDARD.

1/16"

1/16" 1-16

JAMB MEMBRANEFLASHING INTOOPENING

SILLMEMBRANEFLASHING

SILL MEMBRANEFLASHING (NOTHATCHED FORCLARITY)

JAMB MEMBRANEFLASHING OVERPLASTER J-TRIM

NOTE:WINDOW NOTSHOWN FOR CLARITY

PRE-FABCORNERSUNDER SILLMEMBRANEFLASHING

6"

5/8" TYPE 'X'GYP. BD.

H.M. DOOR FRAME

JAMB ANCHORPER DOOR MFR.

DOOR PER SCHED.CONT. SEALANT BEAD,TYP. BOTH SIDES

5/8" TYPE 'X'GYP. BD.

DBL. STUD JAMBFRMG., TYP.

NOTE:PROVIDE LABELED DOORAND FRAME AT RATEDCONDITION.

DOOR OPENINGSEE DOOR SCHED.

OBSTRUCTION, TYP. BOTH SIDES

4" MIN. TO WALL OR

BY O

VERA

LL W

ALL T

HICK

NESS

+1"

FRAM

E DE

PTH

TO B

E DE

TERM

INES

CONT. SEALANTBEAD, TYP. BOTHSIDES

STEEL STUD FRAMING,TYP.

BOX HEADERWHERE OCCURS,SEE K3/- FORADDITIONAL INFO.

GYP BD, TYP.

H.M. DOOR FRAME

DOOR, PER SCHED.

NOTE:PROVIDE LABELED DOORAND FRAME AT RATEDCONDITION.

DO

OR

OPE

NIN

GSE

E D

OO

R S

CH

ED.

BY OVERALL WALL THICKNESS +1"

FRAME DEPTH TO BE DETERMINED

1/2" TYP.

2" M

IN. O

VER

LAP

JAM

B FL

ASH

ING

2" MIN. OVERLAP

JAMB FLASHING

HEADMEMBRANEFLASHING INTOOPENING

METAL FLASHING

JAMB MEMBRANEFLASHING INTOOPENING

NOTE:WINDOW NOTSHOWN FORCLARITY

HEAD MEMBRANEFLASHING OVERHEAD DRIPFLASHING

JAMB MEMBRANEFLASHING (OVER J-TRIM)

STEEL STUD CRIPPLE FRAMING TOMATCH WALL STUD SIZE.

STEEL STUD BOX HEADER FRMG., SEE

NOTE:SEE JAMB DETAILSFOR ADDITIONAL INFO.

(3) MIN. JAMB ANCHORS PER SIDE, SHOPWELDED TO FRAME. LOCATE ABV. HINGEREINFORCEMENTS ON HINGE SIDE ANDDIRECTLY OPPOSITE ON STRIKE SIDE.

BOXED STEEL STUD JAMB FRAMING.

16 GA. (MIN) FLOOR CLIPS SECURED TOFLOOR ASSEMBLY w/ (2) ANCHORS(MIN), TYP. EA. SIDE

8" M

AX.

14" M

AX.

H3

A2.81M

K3

A2.81M

FLOOR FINISH -SEE PLAN

COMPRESSIBLE FILLER

CONC. WALK

CONT. SHT. MTL. FLASHINGFORMED AS SHOWN AND WITHHEMMED EDGE UNDERTHRESHOLD, EXTEND FROMUNDER THRESHOLD AND INTOEXPANSION MATERIAL

ADA COMPLIANT ALUM.THRESHOLD SET IN FULLBED OF MASTIC

DOOR AS SCHEDULED

DOOR FRAMEBEYOND

ATTACH THRESHOLD w/ #10FH CONC. SCREWS @ 12" O.C.MAX. - 2" MAX. FROM EA. END- SET SCREWS IN SEALANT

3"

SEALANT

21

MAX1/4"

MAX1/2"



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

14 A

M



DOOR & WINDOWSCHEDULE / DETAILS

A2.81M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0"DOOR LEGEND

DOOR SCHEDULE MODULAR

DOOR FRAME RATINGHDW GROUP REMARKS# W H THICK TYPE MATL FINISH TYPE MATL FINISH HEAD JAMB THRESH FIRE STC

101B 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P K7/A2.81M K5/A2.81M - - - 02 DELETE SEALS, THRESHOLD104B 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 06106 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05107 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P H1/A8.31M K1/A8.31M H1/A2.81M - - 02108 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05109 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05110 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05112 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05

113A 3' - 0" 7' - 0" 1 3/4" SV HM P S HM P K7/A2.81M K5/A2.81M - - 45 06113B 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P H1/A8.31M K1/A8.31M H1/A2.81M - - 07114 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 04115 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 03116 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 04117 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 03118 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01119 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01120 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01121 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01122 3' - 0" 7' - 0" 1 3/4" FV WD ST SF AL FF H1/A8.31M K1/A8.31M - 45 01

1/4" = 1'-0"WINDOW LEGEND

ILLUMINATED EXIT SIGN NOTES1. EXIT DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.

2. EXIT ACCESS DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREASTHAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS.

3. ILLUMINATED EXIT SIGNS ARE SHOWN ON THE ARCHITECTURAL CEILING PLAN FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SIGNS.

DOOR NOTES:1. ALL RATED DOORS ARE TO BE POSITIVE LATCHING AND SELF-CLOSING.

2. "LABEL" SHALL MEAN "FIRE ASSEMBLY" AS DEFINED IN 2013 CBC SECTION 716.5.

3. FIRE DOORS AND FIRE WINDOWS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THE FIRE PROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHEREFABRICATION AND ASSEMBLY ARE DONE. (2013 CBC SECTIONS 716.5.7.1 AND 716.5.8.3)

4. ALL 60-MINUTE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES ANDACROSS THE TOP. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S". (2013 CBC SECTION716.5.7.3)

5. FIRE RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. (NFPA 80.)

6. ROOMS NOTED AS INCIDENTAL USE AREAS SHALL HAVE DOORS THAT ARE SELF-CLOSING OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE. DOORS SHALL NOT HAVE AIR TRANSFEROPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80, TABLE 1-11.4.

7. ALL HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TOGRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVETHE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE,PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2013 CBC 11B-309)

8. DOOR AND WINDOW SIZES MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT.

1/2" = 1'-0" H9WINDOW FLASHING AT WINDOWS

3" = 1'-0" K1THRESHOLD -

CARPET TO RESILIENT FLOORING

3" = 1'-0" H3STEEL STUD INTERIOR DOOR HEADER

3" = 1'-0" K3STEEL STUD DOOR HEADER 1 1/2" = 1'-0" K11MEMBRANE FLASHING AT JAMB / SILL

6" = 1'-0" K5INTERIOR H.M. DOOR JAMB 6" = 1'-0" K7INTERIOR H.M. DOOR HEAD

1 1/2" = 1'-0" K9MEMBRANE FLASHING AT HEAD

3" = 1'-0" H5DOOR ANCHORS AT STUD WALL 3" = 1'-0" H1ALUM THRESHOLD AT EXTERIOR DOOR

3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA OFFICE CL3151 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES

Hardware Group 01

1 EA CONT HINGES 24HD EPT 628 IVES1 EA ELEC PANIC RX-3547A-L-17 626 VON DUPRIN1 EA POWER TRANSFER EPT10 689 VON DUPRIN1 EA MORTISE CYLINDER 1080-CT6 x CYLINDER COLLAR 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA PULL VR900-NL 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 EA DOOR SWEEP 200NA CL NGP1 EA KICKPLATE 8400 10" x 34" B4E 630 IVES1 SET SEALS1 EA THRESHOLD PER DETAIL AL NGP1 EA POWER SUPPLY PS914 900-2RS LGR VON DUPRIN1 EA CARD READER BY ACCESS CONTROL SUPPLIER

Hardware Group 02

3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA PRIVACY CL3120 626 CORBIN-RUSSWIN1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES

Hardware Group 03

3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA PUSH/PULL 8200 / 8103EZ 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES2 EA KICKPLATE 8400 10" x 34" B4E 630 IVES

Hardware Group 04

3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA STOREROOM CL3157 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA WALL STOP WS407CCV 626 IVES

Hardware Group 05

3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA COMMUNICATING CL3162 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA WALL STOP WS407CCV 626 IVES

Hardware Group 06

Hardware Group 07

1 EA CONT HINGES 24HD EPT 628 IVES1 EA POWER TRANSFER EPT10 689 VON DUPRIN1 EA MORTISE CYLINDER 1080-CT6 x CYLINDER COLLAR 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA PULL VR900-NL 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 EA ELECTRIC STRIKE 7110 626 ADAMS RITE1 EA DOOR SWEEP 200NA CL NGP1 EA KICKPLATE 8400 10" x 34" B4E 630 IVES1 SET SEALS1 EA THRESHOLD PER DETAIL AL NGP1 EA POWER SUPPLY PS914 900-2RS LGR VON DUPRIN1 EA CARD READER BY ACCESS CONTROL SUPPLIER1 EA LATCH GUARD

D1A3.21

D8A3.21

FINISH FLOOR0"

1 3 4 5 6 7 8

A A A A AA AA AA

T.O. MODULARPARAPETFRAMING

12' - 6"

6

1

3

4 TYP.

TYP.

5

2' -

6"2'

- 6"

2' -

6"2'

- 6"

2 5.8

CP1

MP2

SITE-BUILT COMPONENTSSHOWN FOR REFERENCE ONLY

PAINTED STL CANOPY BYMODULAR MANUF (EP1)

1.1

T.O. ROOF18' - 10 1/2"

3.8 5.63.4

ROOF DRAIN OVERFLOW,TYP OF (3) THIS ELEVATION

77

F9

A9.10M

2

FINISH FLOOR0"

AD

8" H. x 3" D. INTERNALLY ILLUMINATEDCHANNEL LETTERS - ARIAL TYPE FACE

A


12' - 6"

2' -

6"2'

- 6"

2' -

6"2'

- 6"

2' -

6"

1

6

5

4 TYP.

BCE

OPEN TOBEYOND

3 TYP.

D

C.1D.9

T.O. ROOF18' - 10 1/2"

P1P4

BUILDING TIE-INBUILDING TIE-IN B1F9

A9.10M

FINISH FLOOR0"

1345678

AA AA A


12' - 6"

3

4

1

TYP.

TYP.

TYP.

6

25.8

OPEN TOBEYOND

SITE BUILT COMPONENTHIDDEN FOR CLARITY

PLY1 P4PLY1CP1

2' -

6"2'

- 6"

2' -

6"2'

- 6"

1.1

T.O. ROOF18' - 10 1/2"

3.85.6 3.4

BUILDING TIE-IN

7

ROOF DRAIN OVERFLOW -TYP OF (2) THIS ELEVATION

FINISH FLOOR0"

A D


12' - 6"2'

- 6"

2' -

6"2'

- 6"

2' -

6"2'

- 6"

1

4 TYP.

5

6

B C EK3A3.21M C.1 D.9

T.O. ROOF18' - 10 1/2"

7 7

F9

A9.10M

EXTERIOR FINISH MATERIALSCP1 CEMENT PLASTER

MANUFACTURER:PRODUCT:TEXTURE:COLOR:

CP2 CEMENT PLASTERMANUFACTURER:PRODUCT:TEXTURE:COLOR:

MP1 CORRUGATED METAL PANELMANUFACTURER:PRODUCT:COLOR:

MP2 METAL CAP FLASHINGMANUFACTURER:PRODUCT:COLOR:

MP3 METAL FASCIA PANELSMANUFACTURER:PRODUCT:COLOR:

EP1 EXTERIOR PAINTMANUFACTURER:PRODUCT:COLOR:

EP2 EXTERIOR PAINTMANUFACTURER:PRODUCT:COLOR:

GENERAL NOTES:1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:



3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.

4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDINGMANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.

5. INSTALL CEMENT PLASTER IN CONFORMANCE WITH CBC SECTION 2512.

6. COORDINATE CONNECTION OF SITE-BUILT EXTERIOR BUILDING FINISHES TOMODULAR BUILDING EXTERIOR FINISHES. SEE FLOOR PLAN AND SECTIONSFOR POINTS OF CONNECTION.

1

EXTERIOR ELEVATION KEYNOTE LEGEND

2 MODULAR MANUFACTURER'S STANDARD TRIM AT MOD LINE

3

4

5

ALUMINUM STOREFRONT WINDOW SYSTEM

ALUMINUM SUNSHADE

6 PRE-FINISHED ALUMINUM CAP FLASHING

CEMENT PLASTER FINISH

ALUMINUM CEMENT PLASTER REVEAL

7 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL

M WINDOW TYPE - SEE SHEET A2.81M



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

19 A

M



EXTERIOR ELEVATIONS- MODULAR

A3.11M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" C3WEST ELEVATION

1/4" = 1'-0" K7NORTH ELEVATION

1/4" = 1'-0" F3EAST ELEVATION

1/4" = 1'-0" K1SOUTH ELEVATION

FINISH FLOOR0"

A D


12' - 6"

B C E

1 1/2" 12"

LIEUTENANT121

DISPATCH/RECEPTION

122INTERVIEW

104

HALL107

STORAGE103

K3A3.21M

CONC FILLED MTL DECK

CONC FOUNDATIONSYSTEM

SINGLE-PLY MEMBRANEROOFING O/ TAPERED RIGIDINSULATION O/ METAL DECK

C.1 D.9

T.O. ROOF18' - 10 1/2"

ALUM SUNSHADE

CONC MOW STRIP

FINISH FLOOR0"

A D


12' - 6"

B C

PREBOOKING /BOOKING

113

HALL107

K3A3.21M

CONC FILLED MTL DECK



C.1 D.9

T.O. ROOF18' - 10 1/2"

ALUM SUNSHADE

FINISH FLOOR0"

1 3 4 5 6 7 8


12' - 6"

2 5.8

G3A3.21M

C3A3.21M

LOBBY101

HALL107

RECORDS109

PATROL / REPORT111

PREBOOKING /BOOKING

113 CONC FILLED MTL DECK



1.1

T.O. ROOF18' - 10 1/2"

3.8 5.63.4

COORDINATEINTERFACE




3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.

4. SITE BUILT COMPONENTS WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.

5. BASIS OF DESIGN SHOWN IN BUILDING SECTIONS IS CONCRETE FILLED METALPAN DECK FLOOR FRAMING SYSTEM OVER CRAWL SPACE. SLAB-ON-GRADECONSTRUCTION IS ALSO ACCEPTABLE. MANUFACTURER SHALL SUBMITPROPOSED FLOOR SYSTEM TO ARCHITECT AND DISTRICT FOR APPROVALPRIOR TO SUBMITTING BID. PROVIDE RAT SLAB AT CRAWL SPACE WITH AREADRAINS STUBBED TO 5' FROM BUILDING FOR SITE CONTRACTOR'SCONNECTION TO STORM DRAINAGE SYSTEM.

6. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN ANDINSTALLATION OF CONCRETE FOOTING AND FOUNDATION SYSTEMSUPPORTING MODULAR BUILDING COMPONENTS. MODULAR BUILDINGMANUFACTURER SHALL COORDINATE THE INSTALLATION AND DESIGN OFTHESE ELEMENTS WITH DESIGN AND INSTALLATION OF FOOTING ANDFOUNDATION SYSTEMS FOR SITE BUILT ELEMENTS.

7. SITE BUILT COMPONENT IS DESIGNED TO BE STRUCTURALLY INDEPENDANTOF THE MODULAR STRUCTURE. MOVEMENT JOINTS BETWEEN THE TWOSTRUCTURES ARE NOT PART OF THE MODULAR CONTRACT.WHILE MODULAR MANUFACTURER IS NOT RESPONSIBLE FOR INSTALLATIONOF MOVEMENT JOINTS, COORDINATION OF INTERSECTION OF MODULARCOMPONENTS WITH DESIGN TEAM TO DEVELOP INTERSECTION DETAILSWITH SITE BUILT COMPONENTS IS PART OF THE SCOPE.

8. PROJECT WILL ULTIMATELY GO THROUGH DIVISION OF THE STATEARCHITECT (DSA) FOR REVIEW. WHILE NOT REQUIRED, PC DRAWINGS FORMODULAR BUILDING COMPONENETS ARE PREFERRED TO FACILITATEREVIEW.


NOT IN SCOPE


MODULAR MANUFACTURER COORDINATIONWITH DESIGN TEAM REQUIRED



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

23 A

M



BUILDING SECTIONS -MODULAR

A3.21M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" G3BUILDING SECTION

1/4" = 1'-0" C3BUILDING SECTION

1/4" = 1'-0" K3BUILDING SECTION

B1

A9.10M

P4

PL1

B1

P4

B1B1

A9.10M

PL1

OPEN TOBEYOND

B1

P4

WP1

03

07 09

CT2

WP1

06

09

0602

0804

P1

T2T201

07

P1

T2

P1

T2

P1

T2

15" D

3264' - 3" W

15" D

3022' - 7 1/4" W

24" D

2541' - 3" W

24" D

1543' - 0" W

H1

A9.10M

B5

A9.10M

MICRO.

MICRO.

2' -

10"

1' -

11"

3' -

3"

D5

A9.10M

2' -

0"

B7

A9.10M

P4

B1

P1

B1

DIAGONALLY HATCHED AREANOT IN MODULAR SCOPE, TYP

PL1

TOP OF WALL INMODULAR SCOPE

P1

P1

B1

PL1

NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIESTO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.

COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574

SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.

TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700FLOOR-TO-CEILING

PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.

WASTE RECEPTACLE, O.F.O.I.



GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460

COMBI TOILET / SINK, MFR: ACORN, MODEL #1449

RESTROOM ACCESSORIES

01

02

04

05

06

08

07

03

09

B1

P1

STL COLUMN UNDER SITE-BUILT CONTRACT -COORDINATE W/ ARCHITECTP1

B1

STL COLUMN UNDER SITE-BUILT CONTRACT -COORDINATE W/ ARCHITECT

PL1

B1

A9.10M

C1 CARPET TILEMANUFACTURER: PATCRAFTPRODUCT:TEXTURE:COLOR:

RF1 RESILIENT LINOLEUM SHEET FLOORINGMANUFACTURER: FORBOPRODUCT: MARMOLEUMTEXTURE: STRIATOCOLOR: FRESH WALNUT 5229

T1 CERAMIC FLOOR TILEMANUFACTURER: DAL-TILEPRODUCT: KEYSTONESCOLOR: TO BE SELECTED BY ARCHITECT

T2 CERAMIC WALL TILEMANUFACTURER: DAL-TILEPRODUCT: MODERN DIMENSIONSCOLOR: TO BE SELECTED BY ARCHITECT

WP1 FRP WALL PANELSMANUFACTURER: MARLITEPRODUCT: INDUROCOLOR: TITANIUM

B1 RUBBER BASEMANUFACTURER: JOHNSONITEPRODUCT: TRADITIONAL 4"COLOR: TO BE SELECTED BY ARCHITECT

P1 INTERIOR PAINTMANUFACTURER: TBDPRODUCT:COLOR: "WHITE" (TO MATCH EP1)

P2 INTERIOR PAINT ACCENT COLORMANUFACTURER: TBDPRODUCT:COLOR: "GRAY" (TO MATCH EP2)

P3 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: "RED" (TO MATCH EP3)

P4 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: ACCENT COLOR TBD

SC1 SEALED CONCRETE

INTERIOR MATERIALS LEGEND



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

27 A

M



INTERIOR ELEVATIONS

A5.01M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" B2111 PATROL/REPORT 1/4" = 1'-0" B4111 PATROL/REPORT

1/4" = 1'-0" B6111 PATROL/REPORT 1/4" = 1'-0" B8113 BOOKING

1/4" = 1'-0" B11113 BOOKING

1/4" = 1'-0" D4117 RESTROOM (115 SIM OPP HAND) 1/4" = 1'-0" D6117 RESTROOM (115 SIM OPP HAND)

1/4" = 1'-0" D8117 RESTROOM (115 SIM OPP HAND) 1/4" = 1'-0" D11117 RESTROOM (115 SIM OPP HAND)

1/4" = 1'-0" K3119 BREAKROOM

1/4" = 1'-0" G4122 DISPATCH 1/4" = 1'-0" G6122 DISPATCH

1/4" = 1'-0" G8122 DISPATCH 1/4" = 1'-0" G11122 DISPATCH

INTERVIEW104

DISPATCH/RECEPTION

122

LOST & FOUND110

EVIDENCESTORAGE

108

IT106

RECORDS109

MEN114

WOMEN116

CORPORAL120

BREAK ROOM119

PARKING OFFICER118

RESTROOM115

PREBOOKING /BOOKING

113

LIEUTENANT121

PATROL / REPORT111

RESTROOM117

POLICE AIDEEQUIP

112

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

9' - 0"

9' - 0" 9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

EQ EQ

EQ6'

- 0"

6' -

0"

HALL107

9' - 0"

9' - 0"

EQ EQ

EQEQ

9' - 0"MOD-LINE BEAMS

2 2

B

B C

E

E

5.8 5.8

OPEN TOABOVE

OPEN TOABOVE

AR

EA R

EQU

IRIN

G C

OO

RD

INAT

ION

WIT

H S

ITE

BU

ILT

G3A3.21M

C3A3.21M

K3A3.21M C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

STL CANOPY - PAINT EP1

LOCKERROOM

116A

LOCKERROOM

114A

1. SEE SHEET A2.31M FOR MATERIALS LEGEND.

2. ELEVATIONS SHOWN ARE RELATIVE TO FINISH FLOOR.

3. ALL GYP. BOARD CEILINGS AND UNDERSIDE OF SOFFITS TO BE PAINTED P1U.O.N.

4. SEE SHEET A9.60M FOR TYPICAL CEILING DETAILS.

5. UNLESS OTHERWISE NOTED, CENTER ACOUSTICAL CEILING GRID INROOM IN BOTH DIRECTIONS.

6. SEE ELECTRICAL DRAWINGS FOR LUMINAIRE SCHEDULE.

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

AC1, UNLESS OTHERWISE NOTED ONCEILING PLAN

GYPSUM BOARD CEILING O/ MTL STUD FRAMING

CEILING HEIGHT ABOVE FINISH FLOOR11'-0"

SUSPENDED LIGHT FIXTURE -SEE ELECTRICAL

RECESSED DOWNLIGHT FIXTURE - SEE ELECTRICAL

PENDANT LIGHT FIXTURE - SEE ELECTRICAL

SURFACE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL

2x4 LIGHT FIXTURE - SEE ELECTRICAL

EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL

EMERGENCY EXIT SIGN - SEE ELECTRICAL

RECESSED LINEAR FIXTURE - SEE ELECTRICAL



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

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FILE NO.7-C1

1/25

/201

6 11

:36:

28 A

M



REFLECTED CEILINGPLAN - MODULAR

A6.01M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/4" = 1'-0" K3REFLECTED CEILING PLAN - MODULAR

N

2 LAYERS BUILDING PAPER

HEADER - SEE STRLFOR SIZES

ALUM WINDOW

RIGID INSULATION O/ MATFACED GYP SHEATHING

6" S

.A.M

.

5/8" GYP BD

J BEAD W/ WEEP

METAL FLASHING -SLOPED TO DRAIN

9" S.A.F.

8" S

.A.M

. 3 COAT CEMENTPLASTER SYSTEM O/SELF-FURRING LATH

L TRIM & SEALANT

WALL - TYPE PER PLAN

5/8" GYP BD

ALUM WINDOW

BACKER ROD & SEALANT(1/4" MIN.-3/8" MAX)


6" S.A.M.

8" S.A.M.

J MOLD

2 LAYERS BUILDING PAPER

MTL CORNER BEAD

L TRIM & SEALANT

3/4" MDF WINDOW SILLWITH SEALANT

ALUM WINDOW


BUILDING PAPER

J-BEAD (NO WEEP)o/ WINDOW FIN

SEALANT

SHIM AS REQUIRED

4" S

.A.M

.

1' -

0" S

.A.M

.

CONT.SEALANTBEAD

DOOR PER SCHEDULE

ANCHORPER

SEALANT

J-MOLD PLASTER STOP,PAINT TO MATCH PLASTERFINISH

METAL DRIP FLASHING"I", PAINT TO MATCHDOOR FRAME, SEE

NOTE:PROVIDE LABELED DOOR ANDFRAME AT RATED CONDITION.

BY OVERALL WALL WIDTH + 1 1/4"

FRAME WIDTH TO BE DETERMINED

K3

A8.31M

6" S.A.F. OVER J-MOLD

8" S.A.F. OVER G.S.M. DRIP

12" S.A.F. TO WRAPINTO DOOR OPENING

HM FRAME PER SCHEDULE

MIN. TO WALLOR OBSTRUCTION,TYP. BOTH SIDES

DBL. STUD JAMBFRMG., TYP.

JAMB ANCHOR PER DOOR MFR.

CONT. SEALANT BEAD

DOOR PER SCHED.

H.M. DOOR FRAME

NOTE:PROVIDE LABELED DOOR ANDFRAME AT RATED CONDITION.

J-BEAD PLASTER STOPWITH BACKER ROD &SEALANTS.A.F., WRAP INTODOOR OPENING

SHT. MTL. DIVERTERFLASHING w/ 1/2" LEG

DOOR OPENINGSEE DOOR SCHED.

4"

8"

4"

3/8"

VARIES

4"

3/8"

MIN

.

3"

VARIES

SLOPE TODRAIN

1/2"

HEAD FLASHING "I"

THRESHOLD FLASHING "G"

SLOPE

3/8"

VARIES

4"

TRESHOLD FLASHING "H"



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

30 A

M



EXTERIOR WINDOW /DOOR DETAILS

A8.31M

01.22.2016

985-0007

MODULAR BIDPACKAGE

3" = 1'-0" B1WINDOW HEAD

AT CEMENT PLASTER

3" = 1'-0" F1WINDOW JAMB

AT CEMENT PLASTER

3" = 1'-0" D1WINDOW SILL AT CEMENT PLASTER

3" = 1'-0" H1H.M. DOOR HEAD AT PLASTER FINISH

3" = 1'-0" K1H.M. DOOR JAMB AT PLASTER FINISH 3" = 1'-0" K3DOOR FLASHING PROFILES

FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA2

5/8" DENSSHIELDTILE BACKER BOARD

3 5/8" x 20GA MTLSTUDS @ 16"O.C. (MAX)

VENEER ONE SIDE

5/8" GYP (1 SIDE)

1/2" MAT FACED GYP BOARD

FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A

5/8" GYP(1 LAYER EA. SIDE)

6" x 20GA MTL STUD@ 16" O.C. (MAX)

FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: 45

5/8" TYPE "X" EA. SIDE

3 5/8" x 20GA METALSTUDS @ 16" O.C. (MAX)

BATT INSULATION

5/8" GYPSUM BOARD

3 5/8" X 20GA METAL STUDS@ 16" O.C., TYPICAL

BATT INSULATION


5/8" TYPE 'X' GYP. BOARD(1 LAYER )

6" X 20GA METAL STUDS@ 16" O.C., TYPICAL

BATT INSULATION


3 COAT CEMENT PLASTER SYSTEM

SELF-FURRING METAL LATH

(2 LAYERS) GRADE "D" BLDG. PAPER

1" RIGID INSULATION

5/8" MAT FACED GYP

NOTE: WHERE GYP. SHTG. IS INSTALLEDOVER STRUCTURAL SHTG., THE LENGTHOF FASTENERS SHALL BE INCREASEDBY AN AMOUNT EQUAL TO THETHICKNESS OF THE STRUCTURAL SHTG.

6" x 20 GA METAL STUDS@ 16" O.C.

ACOUSTIC BATT INSULATION

FIRE RATING: NAGA FILE NO.: NAACOUSTICAL RATING: 50PENETRATIONS: ACOUST. SEAL

NOTE: WHERE FACE LAYER OFGYPSUM BOARD OF THIS WALLDOES NOT ALIGN WITH THE GYPSUMBOARD FINISH OF AN ADJACENTWALL TYPE, ADDITIONAL LAYER(S)OF GYPSUM BOARD SHALL BEADDED ALONG THE ADJACENTWALL TO ALIGN THE FINISHES. THEADDITIONAL LAYER(S) SHALLCONTINUE UNTIL THE SURFACE ISINTERRUPTED BY AN INTERSECTINGWALL, COLUMN, OR OTHERNATURAL TRANSITION POINT.

5/8" GYPSUM BOARD

NOTE: ELECTRICAL BOXES ON OPPOSITESIDES OF WALL SHOULD BE OFFSETFROM EACH OTHER A MINIMUM OF 24"

(2) LAYERS 5/8" GYPSUM BOARD

3 5/8" x 20 GA METAL STUDS @16" O.C., TYPICAL

BATT INSULATION

FIRE RATING: 0 HOURGA FILE NO.: NAACOUSTICAL RATING: 50-54PENETRATIONS: ACOUST. SEAL

NOTE: WHERE FACE LAYER OF GYPSUM BOARD OFTHIS WALL DOES NOT ALIGN WITH THE GYPSUMBOARD FINISH OF AN ADJACENT WALL TYPE,ADDITIONAL LAYER(S) OF GYPSUM BOARD SHALL BEADDED ALONG THE ADJACENT WALL TO ALIGN THEFINISHES. THE ADDITIONAL LAYER(S) SHALL CONTINUEUNTIL THE SURFACE IS INTERRUPTED BY ANINTERSECTING WALL, COLUMN, OR OTHER NATURALTRANSITION POINT.

5/8" GYP. BOARD

(2) LAYERS 5/8" GYP. BOARD


5/8" DENSSHIELD

3 5/8" x 20GA METALSTUDS @ 16" O.C. (MAX)

TILE/ VENEER


5/8" GYPSUM BOARD

6" X 20GA METALSTUDS @ 16" O.C.

3/4" PLYWOOD


5/8" GYPSUM BOARD

3 5/8" x 20 GA METALSTUDS @ 16" O.C. (MAX)

3/4" PLYWOOD

FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA

3/8" BULLET RESISTANTFIBERGLASS PANELPROTECTION LEVEL 2

6" X 20GA METALSTUDS @ 16" O.C.

5/8" GYP

FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA

5/8" HIGH IMPACTGYP BD

3 5/8" X 20 GA METALSTUDS @ 16" O.C.

FRP ONE SIDE

5/8" GYP (1 SIDE)



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

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F

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D

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

32 A

M



EXTERIOR & INTERIORWALL ASSEMBLIES

A9.00M

01.22.2016

985-0007

MODULAR BIDPACKAGE

3" = 1'-0" IS0-50-073 5/8" MTL GYP / VENEER

3" = 1'-0" IS0-00-086" MTL / GYP EA SIDE

3" = 1'-0" IS0-45-013-5/8" MTL GYP / GYP 3" = 1'-0" IS0-00-043 5/8" MTL FURRING

3" = 1'-0" ES0-00-016" MTL W/ PLASTER W/1"RIGID

3" = 1'-0" IS0-50-006" MTL 2GYP/1GYP

3" = 1'-0" IS0-50-013-5/8" MTL 2GYP/1GYP

3" = 1'-0" IS0-00-013-5/8" MTL / VEN. 1 SIDE 3" = 1'-0" IS0-00-146" MTL PLY / GYP

3" = 1'-0" IS0-00-133 5/8" MTL PLY/GYP

3" = 1'-0" IS0-00-116" MTL GYP-BULLET/GYPALTERNATE

3" = 1'-0" IS0-00-123 5/8" MTL IMPACT GYP-FRP / GYP

COUNTERTOP WITH INTEGRAL BACKSPLASH, SIDE SPLASH (WHEREOCCURS), AND FACE PIECE OVER3/4" PLYWD. AS REQUIRED FORCOUNTER AND LAVATORY SUPPORT

4" U

.O.N

.

27" M

IN. K

NEE

CLE

ARAN

CE

2'-1

0" M

AX. T

.O.

FIN

ISH

FLO

OR

A9.10MD1

EQ.

34" MAX.A.F.F.

27" MIN. A.F.F.KNEE CLEARANCE

SECTION

WOOD SCREWS #12 X 3/4"(3) PER BRACE - DRILLTHROUGH FACE OF HSS1/2" DIA. BOLT THRU STUDSAT BRACE (MIN 3 PER BRACE)

2" x 2" x 1/4" HSS W/ 1/8"PL CAP ON EXPOSEDEND - GRIND SMOOTH &PAINT

ISOMETRIC VIEWMITER & WELDCORNER

(2) STEEL STUDFRAMING. 16 GA.MIN.

BRACE @ 36"O.C. MAX

PLAN VIEW

1'-8

"

3"7"

7"3" 2'-0"

5"8"

8"3"

EQ.CONCEALED BRACEWHERE OCCURS

STEEL ANGLE(2" X 3" X 1/4"), TYP. -CLIP VERT LEG ATCONCEALED BRACESUPPORT

LINE OF WALL W.O.

COUNTERTOPATTACHED TOSUPPORTFRAME WITHWOOD SCREWSAT 8" O.C..

WELDCONNECTION &GRIND SMOOTH,TYP.

SHEET METAL SCREW(#14 @ 12" O.C. MIN 3 PERSIDE) INTO MTL STUD BACKING

NOTE: ENTIRE FABRICATION TO BE PAINTED BLACK U.O.N.

D1

A9.10M

RESILIENT BASETO MATCH ROOM

FLOORING TO CONTINUEUNDER COUNTER TO BACKWALL

INTERIOR OF CASEWORKTO BE HPDL TO MATCHEXTERIOR, TYP

WRAP SINK PIPES, DRAINPIPES AND TRAPS PERTITLE 24 REQUIREMENTS

SINK - SEE PLUMBINGFIXTURE SCHEDULE

P-LAM. COUNTERTOP- SEE FINISH PLANS

4" HIGH BACKSPLASH AND SIDESPLASH (WHEREOCCURS)

T.O

. RIM

2' -

10" M

AX

CLR

2' -

3" M

IN5"

1 1/

2"

FIXE

DPA

NEL

2'-0" U.O.N.

BACK PANEL SHALLBE MELAMINE OVER1/2" MDF BOARD

RESILIENT BASETO MATCH ROOM

2' -

10" M

AX

1 1/

2"

P-LAM. COUNTERTOP, UNO- SEE FINISH SCHEDULEFOR MORE INFORMATION

DRAWER UNIT W/MTL. GLIDEHARDWARE

4"

A9.10MB3 TYP.

(4) E

Q S

PAC

ES

2' -

4 1/

2"

WIRE PULLS, TYP

MAX

2' - 0"

2 X 6 FLAT BLOCKING 6 X 16 GA. CONTINUOUSSHEET METAL STUD

STEEL MACHINE SCREW.

#14 X 3" MODIFIEDTRUSS HEAD SCREW @16" O.C. MIN. 2 PERCABINET

TYPICAL BLOCKING ATMETAL STUDS

TYPICAL BLOCKING ATWOOD STUDS

NOTE: EACH CABINET OR UNDIVIDED SPAN SHALL HAVE A MINIMUM OF4 ANCHORAGE FASTENERS; 2 AT TOP AND 2 AT BOTTOM. MAXIMUMHORIZONTAL SPACING TO BE 16" O.C. OR 12" O.C. IF CABINET OVER48"H. ANCHORAGE FASTENERS TO BE LOCATED WITHIN 2" OF THEOUTSIDE TOP OR BOTTOM AND WITHIN 2" OF THE OUTSIDE END

ADJUSTABLE SHELVES,TYP. SHELVES SHALL BEMELAMINE OVER 3/4"MDF BOARD. 5MM DIA.HOLES AT 32MMCENTERS FOR SHELVES


NOTE:CABINET INTERIORS SHALL BE MELAMINE,COLOR TO BE SELECTED BY ARCHITECT

TYP.

1'-0" U.O.N.

A9.10MB3

3' -

3"

1' -

3"2'

- 0"

ADJUSTABLE SHELVES,TYP. SHELVES SHALL BEMELAMINE OVER 3/4"MDF BOARD. 5MM DIA.HOLES AT 32MMCENTERS FOR SHELVES


PLASTIC LAMINATEDOORS, U.O.N.

U-SHAPED WIREPULL, TYP.

2' -

0" U

.O.N

.

1'-0" U.O.N.

NOTE:CABINET INTERIORS SHALL BE MELAMINE,COLOR TO BE SELECTED BY ARCHITECT

DOOR ASSCHEDULED

DOOR FRAMEBEYOND, SEEDOOR SCHEDULE

ALUM. TRANSITIONSTRIP W/ 2:1SLOPE MAX.

FINISH PER FINISHPLAN / SCHEDULE

CHANGEFLOORING UNDERCENTERLINE OFDOOR

TILE

1/4" M

AX

MOVEMENT JOINT BY SITEBUILT CONTRACTOR

J TRIM

3 COAT CEMENTPLASTER SYSTEM

WALL TYPE PER PLAN

SITE BUILT WALL

WALL TYPE PER PLAN

TBD

TBD


TBD


J TRIM

3 COAT CEMENTPLASTER SYSTEM

WALL TYPE PER PLAN

ALUM CURTAINWALL SYSTEM

TBD

TBD

SHEET METAL CLOSURE BYSITE BUILT CONTRACTOR

WALL TYPE PER PLAN

3/4" FIRE TREATED PLYWD

MODULAR STRUCTURE

INTERIOR WALL BY SITEBUILT CONTRACTOR

MOD LINE

SHEET METAL CLOSURE BYSITE BUILT CONTRACTOR

COMPRESSIBLE INSULATION

MODULAR STRUCTURE

WALL TYPE PER PLAN


MODULAR STRUCTURE


TBD

WALL TYPE PER PLAN



WALL TYPE PER PLAN

WALL TYPE PER PLAN



TBD

4" X 4" X 1/4" VERTICALMETAL POST

4" X 7" X 1/4" ALUMINUMPLATE WELDED TO VERT.POST

EQ

2" X 2" 1/8" ALUM. ANGLEEACH SIDE OF 1"x3" FRAME

METAL BRACKET PERSUNSHADE MANUF.WELDED TO VERT. POST

T.O.P.12'-6"

T.O. SUNSHADE13'-9"

1" X 3" ALUMINUM FRAME

EXTRUDED ALUM.BARS @ 2 1/2" OC

SINGLE PLY ROOFINGMEMBRANE WRAP OVERTOP OF PARAPET

4" X 6" X 1/4"METAL BRACKET

4" X 4" X 1/4" METAL BRACKET

EQ

6"

PRE-FINISHED ALUMCAP FLASHING

2"

1' -

3"1'

- 0"

HEAT WELD

SEAL AT PENETRATION

2' - 0"

OVERFLOW DRAIN

SLOPE

SINGLE PLYMEMBRANE ROOFINGO/ COVER BOARD &RIGID INSULATION

METAL DECK

STEEL ANGLE

DECK CLAMP

4" RIGID INSULATION

ROOF DRAIN

CLAMP RING

NOTES:

1. ALL DRAIN BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDECOMPRESSION ON WATER-BLOCK MASTIC.

2. CUT MEMBRANE SO IT EXTENDS MIN. OF 1/2" FROM ATTACHMENTJOINTS OF THE CLAMP RING.

3. APPROX. 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIREDON ALL CUT EDGES OF MEMBRANE.

4. FILL PENETRATION VOID WITH BATT INSULATION. INSTALL RIGIDINSULATION UNDER DRAIN AS SHOWN.

GSM - PAINT TOMATCH DECK

A9.10MK1

SINGLE PLYMEMBRANE ROOFING

TAPERED RIGIDINSULATION (1:12 MAX.SLOPE)

METAL DECK -PROFILE MAY VARY

WATER BLOCK MASTICALL AROUND

ROOF DRAIN ASSEMBLYW/ DOMED STRAINER

COVER BOARD

OVERFLOW DAM 2"ABOVE ROOF DRAINFLOW LINE ATOVERFLOW DRAIN

RAINWATER LEADER

4' - 0"

3' -

0"

TAPERED RIGIDINSULATION @ROOF DRAINS

H3

A9.10M

1/2"

ALUM REVEAL - WEEP

SELF-FURRING LATH

3 COAT CEMENT PLASTER SYSTEM

MOISURE BARRIER - EXTENDUP BEHIND REVEAL

MAT FACED GYP SHEATHING

SELF-ADHERED FLASHING

LAP MOISTURE BARRIER OVERSELF-ADHERED FLASHING



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

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H

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

34 A

M



INTERIOR / EXTERIORDETAILS

A9.10M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1" = 1'-0" B1COUNTERTOP

1" = 1'-0" D1CONCEALED BRACE SUPPORT-STEEL 1/2" = 1'-0" D3COUNTER SUPPORT PLAN VEIW

1" = 1'-0" H1SINK CABINET W/INTEGRAL TOE SPACE

1" = 1'-0" B7BASE CABINET WITH DRAWERS 3" = 1'-0" B3BLOCKING FOR WOOD OR METAL STUDS

1" = 1'-0" B5WALL CABINET W/OPEN SHELVING

1" = 1'-0" D5WALL CABINET W/DOORS

6" = 1'-0" F3TILE TO RESILIENT TRANSITION

3" = 1'-0" C11INSIDE CORNER AT MODULAR

INTERSECTION

3" = 1'-0" F11INSIDE CORNER AT MODULAR

INTERSECTION

3" = 1'-0" H5OUTSIDE CORNER AT EVIDENCE

STORAGE 3" = 1'-0" H7WALL JOINT AT INTERVIEW

3" = 1'-0" K7WALL JOINT AT INTERVIEW 3" = 1'-0" K5WALL JOINT AT INTERVIEW

3" = 1'-0" K9SECTION AT SUNSHADE

1" = 1'-0" H3ROOF DRAIN SECTION

1 1/2" = 1'-0" K1ROOF DRAIN ASSEMBLY

3/4" = 1'-0" F1ROOF DRAIN PLAN 6" = 1'-0" F9ALUMINUM REVEAL - HORIZONTAL

MAIN RUNNER, TYP.

CROSSRUNNER, TYP.

COMPRESSIONSTRUT, SEE

12GA. SPLAY BRACE WIRE (NOSPLICING ALLOWED) W/4 TIGHTTURNS IN 2" TYP.

12GA. HANGERWIRE AT 4'-0" O.C.W/ NO SPLICES

2"2"

MAXMAX

4545

4545

4'-0"

TYP.

4'-0" TYP.

FOR ADDITIONALINFO SEE

SW

N

E

B1

A9.60M

F7

A9.60M

H7

A9.60M

NOTES

1. LIGHT FIXTURES AND MECHANICAL GRILLESWEIGHING LESS THAN 54 POUNDS: INSTALLMIN. TWO 12 GA. SLACK WIRES AT DIAGONALCORNERS.SURFACE OR CEILING GRID MOUNTED LIGHTFIXTURES AND MECHANICAL GRILLESWEIGHING MORE THAN 54 POUNDS: SUPPORTINDEPENDENTLY WITH TAUT WIRES CAPABLEOF SUPPORTING 4 TIMES THE WEIGHT OF THEITEM. CEILING SYSTEM TO BE HEAVY DUTY.ATTACH ALL FIXTURES TO GRID RUNNERS TORESIST HORIZONTAL FORCE EQUAL TOWEIGHT OF FIXTURE/GRILLE.

2. TOTAL WEIGHT OF CEILING SYSTEMINCLUDING CEILING MOUNTED AIR TERMINALS,SERVICES, AND LIGHT FIXTURES DOES NOTEXCEED 4 PSF.

MAX.

4' - 0"

MAX

.

4' -

0"8"

MAX

. TYP

.

OF END T (WHICHEVER IS LESS)8" MAX. TYP. OR 1/4 THE LEGNTH

HEAVY DUTY MAINRUNNER

4-SPLAY BRACE WIRES AT 90 DEGREES, @12'-0" O.C. (NO SPLICING ALLOWED) EACHWAY

COMPRESSIONSTRUCT AT 12'-0"O.C. EACH WAY,SEE

SUSPENDEDCEILING SYSTEMCROSS RUNNER

SUSPENDEDCEILING SUPPORTWIRE AT 4'-0" O.C.EA. WAY

CROSS RUNNER AT2' X 4' CLG. TYP.

METAL STRUT SLOTTEDAT MAIN RUNNER ANDCROSS RUNNER, TYP.

SUSPENDED CEILINGSUPPORT WIRE ATPERIMETER

F3

A9.60M

F3

A9.60M

F5

A9.60M

F5

A9.60M

H7

A9.60M

F7

A9.60M

GENERAL NOTES:

1. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING:

A. PLACE SETS OF BRACING WIRES NOT MORE THAN 12 FT. X 12 FT. ON CENTER.B. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACING GIVEN IN 'A' ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS.

2. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES.

3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTAL SUPPORT MEMBERS ATOBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS,STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS ORDISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OFPLUMB SHALL HAVE COUNTER-SLOPING WIRES.

4. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTENBRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCEOF 11/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BEINSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS ASCLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ON THAT WIRE.

5. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHESFORM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC.

6. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST AHORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. ALL LIGHTFIXTURES SHALL BE ATTACHED SECURELY TO THE GRID WITH 4 SCREWS, ONE ATEACH CORNER OF THE FIXTURE.

7. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED IN REINFORCED CONCRETEFOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OFTENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACINGWIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS OF TENSION. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRE. IF ANYSHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BETESTED.NOTES: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL INSPECTION WHENUSED IN PRESTRESSED CONCRETE.

8. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICESWEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THERUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE AMINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURES ATDIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. X 4FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.

9. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICESWEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOTLESS THAN 4 TAUT 12 GA. WIRES, EACH ATTACHED TO THE FIXTURE AND TO THESTRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTUREABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.

10. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVEDEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACHSUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS ORCLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDEADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER.

11. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THESTRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACHPENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THEFIXTURE. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESISTA HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SPECIALDETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.

ATTACH TOSTRUCTURE ABOVE

12 GA. WIRE INPLANE OF EACHRUNNER AT 45DEGREES,SECURE 2" FROMINTERSECTION

COMPRESSIONSTRUCT (SEETABLE BELOW)

MAINRUNNER

DRILL 5/32"HOLE & INSTALL1/8" BOLT &LOCKNUTCROSSRUNNER

ATTACH TORUNNER W/ 2 #8 SMS SCREW

SINGLE STUD SIZE MAX. LENGTH SPACING

2 1/2" X 25 GA. 7'-0" 12'-0" EA. WAY3 5/8" X 25 GA. 6'-9" 12'-0" EA. WAY1 5/8" X 20 GA. 10'-1" 12'-0" EA. WAY2 1/2" X 20 GA. 10'-1" 12'-0" EA. WAY3 5/8" X 20 GA. 9'-11" 12'-0" EA. WAY

DOUBLE STUD SIZE MAX. LENGTH SPACING

3 5/8" X 1 3/8" X 20 GA. 24'-0" 12'-0" EA. WAY(SCREWED TOGETHER@ 16" O.C.)

SEE FOR ADDITIONAL INFORMATION

45

45

45

45

MAX. TYP.MAX. TYP.

MAX

. TYP

.

MAX. TYP.

PER ASTM C635AND ASTM C636

B1A9.60M

F1A9.60M

BRACING NOTES:

1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND NOT ENFORCEDIN ALL SEISMIC ZONES.

2. BRACING WIRES TO BE ATTACHED MAXIMUM OF 45 DEGREES TO THE PLANE OFTHE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACEWIRES TO BE TAUT AND TIED AT BOTH ENDS WITH THREE TIGHT WRAPS

12 GA. HANGER WIRE TYP. 4'-0"O.C. (3 TIGHT WRAPS)

MAIN BEAM @4'-0" O.C.

CROSS TEES @2'-0" O.C.

12 GA. BRACEWIRES NOTE #2

VERTICAL POST

8" MAX.

7/8"

SEISMIC CLIP PERMANUFACTURER

#6 S.M.S. @ 32" O.C.

HANGER WIRE(12 GA.)

3 TIGHT TURNSWITHIN 1 1/2"

MAIN RUNNER ORCROSS RUNNER

TIGHT SCREW

1/2" MIN. CLR.

8" MAX. 8" MAX.

1 1/

2"

1/2" MIN. CLR.

1" MIN.

12 GA. HANGERWIRE W/ (3) TIGHTTURNS WITHIN 1 1/2"

T-BAR CEILING GRID SYSTEM(MAIN OR CROSS RUNNER)

12 GA. HANGEROR SPLAY BRACEWIRES

COMPRESSIONSTRUT SEE

H7

A9.60M12 GA. HANGEROR SPLAY BRACEWIRES

T-BAR CEILING GRID SYSTEM(MAIN OR CROSS RUNNER)

SLOTTED ANGLE SPACERW/ HORIZ. STEEL PIN, BOTHTO RUN CONT. AT ALL FREEEND T-BAR RUNNERS

ACOUSTICAL CEILING TILE

SEISMIC CLIP - SEE

SUSPENDED ACOUSTICAL CEILINGSYSTEM EDGE TRIM ANGLE. ATTACHTO WALL STRUCTURE (NOT FINISH)W/ #10 S.M.S. AT EA. WALL STUD. 1"MIN. EMBED IN STUD

5/8" TYPE 'X' GYPSUM BOARD

ACOUSTICALTILE CEILING

T-BAR CROSSRUNNER

T-BAR MAINRUNNER

THRUCONNECTIONW/ #6 S.M.S. TOCROSSRUNNERS

ACOUSTICAL TILE CEILING

SUSPENDED ACOUSTICAL CEILINGSYSTEM EDGE TRIM ANGLE. ATTACHTO WALL STRUCTURE (NOT FINISH)W/ #10 S.M.S. AT EA. WALL STUD. 1"MIN. EMBED IN STUD

5/8" TYPE 'X' GYPSUM BOARD

F3A9.60M

SEISMIC CLIP - SEE F5A9.60M

GYPSUM BOARD, W.O.GYPSUM BOARD

STEEL STUD FRAMING

WALL OR CEILING MOUNTEDACCESS DOOR, WITHPAINTED SURFACE, SEEFINISH PLAN (COLORS TOMATCH WALL/CEILING

#10 S.M.S. @ 24" O.C. @ EA. SIDE

SEERCP

SEERCP

5/8" GYPSUM BOARDOVER METAL STUDS

METAL CORNER BEAD,PAINT TO MATCH ADJ.SURFACES, TYP.

ACOUSTICALCEILING SYSTEM

PROVIDEDIAGONALSUPPORT PERSTRUCTURAL

6" M

IN.

CONT. 20 GAUGERUNNER

8" MAX.

3/4"7/8"

#6 S.M.S. @ 32" O.C.

HANGER WIRE(12 GA.)

3 TIGHT TURNSWITHIN 1 1/2"

MAIN RUNNER ORCROSS RUNNER

SEISMIC CLIP PERMANUFACTURER



AC FLS SSDATE

RENEWALDATE

ARCHITECTLICEN SED

CALI FORNIA

STAT E O F


5-31-17

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


XX-XXXXXX

FILE NO.7-C1

1/25

/201

6 11

:36:

36 A

M



TYPICAL CEILINGDETAILS

A9.60M

01.22.2016

985-0007

MODULAR BIDPACKAGE

1/8" = 1'-0" D5ACOUSTICAL CEILING SPLAY

1/8" = 1'-0" B1ACOUSTICAL CEILING SPLAY LAYOUT

1/2" = 1'-0" F1SUSPENDED CEILING GENERAL NOTES

1 1/2" = 1'-0" H7COMPRESSION STRUT (STUD)

1 1/2" = 1'-0" F7COMPRESSION POST 1/8" = 1'-0" F3FIXED END OF ACOUSTICAL CEILING

6" = 1'-0" H1SUSPENDED ACOUSTICAL LAY-INCEILING SYSTEM ATTACHMENTS

3" = 1'-0" K1NON-RATED ACCESS PANEL

1 1/2" = 1'-0" D7BULKHEAD @ CEILING TRANSITION

1/8" = 1'-0" F5OPEN END OF ACOUSTICAL CEILING

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT


AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE

PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND

SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN

CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND

SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND

ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE

CAMPUS SAFETY CENTER


08.24.2015

985-0007

DSA SUBMITTAL

N

M0.01

LEGEND,

SYMBOLS, AND

GENERAL NOTES

NONE

K1

LEGEND, SYMBOLS, AND GENERAL NOTES

N

J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M001.dwg, 1/25/2016 11:06:53 AM, DWG To PDF.pc3

INTERVIEW

104

EOC

102

LOBBY

101

DISPATCH/

RECEPTION

122

LOST &

FOUND

110

EVIDENCE

STORAGE

108

IT

106

RECORDS

109

MEN

114

WOMEN

116

CORPORAL

120

BREAK

ROOM

119

PARKING

OFFICER

118

RESTROOM

115

PREBOOKING

/

BOOKING

113

LIEUTENANT

121

PATROL

/

REPORT

111

RESTROOM

117

STORAGE

103

POLICE

AIDE

EQUIP

112

HALL

107

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

ELEC

105

2 2

B

B C

E

E

5.8 5.8

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4




AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N

M2.01

MECHANICAL

FLOOR PLAN

1/4"=1'-0"

K1

MECHANICAL FLOOR PLAN

N





AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N

M2.02

MECHANICAL

REFRIGERANT

PIPING PLAN

1/4"=1'-0"

K1

MECHANICAL REFRIGERANT PIPING PLAN

N


M4.01

MECHANICAL

DETAILS

NONE

K1

MECHANICAL DETAILS




AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N


M4.02

MECHANICAL

DETAILS

NONE

K1

MECHANICAL DETAILS




AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N





AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N

P0.01

PLUMBING LEGEND,

SYMBOLS, GENERAL

NOTES, AND

SCHEDULES

NONE

K1

PLUMBING LEGEND, SYMBOLS, GENERAL NOTES, AND SCHEDULES

N

J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P001.dwg, 1/25/2016 11:12:53 AM, DWG To PDF.pc3

INTERVIEW

104

EOC

102

LOBBY

101

DISPATCH/

RECEPTION

122

LOST &

FOUND

110

EVIDENCE

STORAGE

108

IT

106

RECORDS

109

MEN

114

WOMEN

116

CORPORAL

120

BREAK

ROOM

119

PARKING

OFFICER

118

RESTROOM

115

PREBOOKING

/

BOOKING

113

LIEUTENANT

121

PATROL

/

REPORT

111

RESTROOM

117

STORAGE

103

POLICE

AIDE

EQUIP

112

HALL

107

1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

ELEC

105

2 2

B

B C

E

E

5.8 5.8

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4




AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N

P2.01

PLUMBING

FLOOR PLAN

1/4"=1'-0"

K1

PLUMBING FLOOR PLAN

N


1 1

A

A

D

D

3 3

4 4

5 5

6 6

7 7

8 8

2 2

B

B C

E

E

5.8 5.8

1/4" / 12"

1/4" / 12"

SLOPE DN 1/4" / 12" MIN

1/4" / 12" MIN

15' - 6 3/8"

14

' - 2

"

C.1

D.9

D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

6' - 10" 5' - 0"

4' - 0

"

4' - 0

"




AC FLS SS

DATE

RENEWALDATE

A R C H I TECTL I C

E N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


8/1

8/2

01

5 4

:2

4:0

1 P

M

LOS MEDANOS

COLLEGE



08.24.2015

985-0007

DSA SUBMITTAL

N

P2.02

PLUMBING

ROOF PLAN

1/4"=1'-0"

K1

PLUMBING ROOF PLAN

N


SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.

"E2.1" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.

"3" DENOTES DETAIL OR PLAN NUMBER

PLAN OR DETAIL DESIGNATION

GENERAL SYMBOLS

3

E2.1

3

TYPICAL LUMINAIRE & SWITCH NOMENCLATURE

M = MOMENTARY CONTACT SWITCH

LOWER CASE LETTER = SWITCH LEG

D = DIMMER SWITCH. SEE SPECIFICATIONS

A

L1-3b

OCCUPANCY SENSOR - CEILING MOUNT WITH BI-DIRECTIONAL VIEW.

"3" DENOTES CIRCUIT NUMBER

"L1" DENOTES PANEL NAME

4 = 4 WAY SWITCH

3 = 3 WAY SWITCH

K = KEY OPERATED SWITCH

L = LOW VOLTAGE SWITCH

"b" DENOTES SWITCH LEG

"A" DENOTES LUMINAIRE TYPE

SINGLE POLE SWITCH - WALL MOUNTED AT + 48" AFF UON.

EXIT LIGHT - CEILING MOUNT DOUBLE FACED WITH DOUBLE ARROWS.

EXIT LIGHT - WALL MOUNT SINGLE FACE WITH ARROW. BUILDING STANDARD

LUMINAIRE - WALL MOUNT CAN. SEE SCHEDULE.

LUMINAIRE - SURFACE MOUNT STRIP. SEE SCHEDULE.

EXIT LIGHT - CEILING MOUNT DOUBLE FACED. BUILDING STANDARD

LUMINAIRE - RECESSED DOWNLIGHT. SEE SCHEDULE.

LUMINAIRE - WALL MOUNT LINEAR FIXTURE. SEE SCHEDULE.

LUMINAIRE - SURFACE MOUNT. SEE SCHEDULE.

LUMINAIRE & SWITCH SYMBOLS

LUMINAIRE - RECESSED. SEE SCHEDULE.

S = OCCUPANCY SENSOR SWITCH

T = DIGITAL WALL TIMER

PHOTOSENSOR - CEILING MOUNT WITH DIRECTIONAL VIEW. ARROW

OCCUPANCY SENSOR - WALL MOUNT WITH DIRECTIONAL VIEW.

TS TIME SWITCH

U = ULTRASONIC

P = PASSIVE INFRARED

DT = DUAL TECHNOLOGY

Xx

LUMINAIRE - PENDANT MOUNT LINEAR FIXTURE. SEE SCHEDULE.

LUMINAIRE - PENDANT MOUNT ROUND FIXTURE. SEE SCHEDULE.

UNSHADED SYMBOL DENOTES STANDARD LUMINAIRE.

EXIT LIGHT - WALL MOUNT SINGLE FACE. BUILDING STANDARD

BUILDING STANDARD

OCCUPANCY SENSOR - CEILING MOUNT WITH 360° VIEW.

ARROWS INDICATE AIMING DIRECTION.

ARROW INDICATES AIMING DIRECTION.

INDICATES AIMING DIRECTION.

PHOTOSENSOR - CEILING MOUNT WITH 360° VIEW.

PHOTOSENSOR - WALL MOUNT WITH DIRECTIONAL VIEW. ARROW

INDICATES AIMING DIRECTION.

SHADED SYMBOL DENOTES EMERGENCY LUMINAIRE.

"X" DENOTES SENSOR TYPE. SEE SCHEDULE. IN LIEU OF SCHEDULE:

DIGITAL ROOM CONTROLLER

DAYLIGHT CONTROL PANEL

DRC

LCD

X

P

P

P

COMBINATION RJ11/BLANK TELEPHONE OUTLET - INSTALL AT + 18"

AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.

COMBINATION RJ11/RJ45 TELEPHONE/DATA OUTLET - INSTALL AT

+ 18" AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM

UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.

COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT + 18" AFF

COMMUNICATIONS SYMBOLS

COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT +1" ABOVE

COUNTER TOP BACK SPLACH TO BOTTOM OF FACEPLATE UON.

MOTOR RATED SWITCH

FUSED DISCONNECT SWITCH

UNFUSED DISCONNECT SWITCH

MAGNETIC STARTER - NEMA SIZE INDICATED.

DISTRIBUTION PANEL

PANELBOARD - FLUSH MOUNTED.

PANELBOARD - SURFACE MOUNTED.

COMBINATION MAGNETIC STARTER/FUSED DISCONNECT SWITCH

JUNCTION BOX - CEILING OR WALL MOUNTED, SIZE TO CODE,

RECEPTACLE AS REQUIRED TO CONNECT EQUIPMENT.

TAPE AND TAG WIRES. PROVIDE FLEX AND/OR

EQUIPMENT TAG

POWER DISTRIBUTION SYMBOLS (PLANS)

FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE.

SINGLE RECEPTACLE - INSTALL AT + 18" AFF UON. DESIGNATION

GANGS. IE. SHOWN IS A FLUSH FLOOR BOX WITH DIVIDED

DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.

DOUBLE DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.

GFCI DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.

DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER TOP

GFCI DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER

RECEPTACLE SYMBOLS

TOP BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.

BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.

COMPARTMENTS HOUSING DUPLEX RECEPTACLE AND RJ45 DATA.

AS NOTED.

J

MOTOR

CH

2

TYPICAL CONTROLLED RECEPTACLE NOMENCLATURE

3, r1-1

TOUCHING FLOOR BOXES DENOTE A SINGLE BOX WITH MULTIPLE

EQUIPMENT WITH MOTOR

CEILING BOX WITH DUPLEX RECEPTACLE.

HALF SWITCHED RECEPTACLE - INSTALL RECEPTACLE AT + 18" AFF UON.

INSTALL SWITCH AT 48" UON.

CONDUIT - EXPOSED.

CONDUIT - DIRECT BURIAL.

CONDUIT - CONCEALED IN WALLS OR CEILING.

CONDUIT - EMERGENCY POWER SYSTEM.

CONDUIT - STUB UP.

CONDUIT - CAPPED.

CONDUIT - CONTINUATION.

CONDUIT - STUB DOWN.

WIRING & CONDUIT RUN SYMBOLS

E

SURFACE MOUNTED WIRE RACEWAY - INSTALL AT + 36" AFF UON.

SURFACE MOUNTED WIRE RACEWAY UP/DOWN

"3" DENOTES CIRCUIT

"r1" DENOTES RELAY PANEL NAME

"1" DENOTES RELAY NUMBER

PLUG LOAD CONTROLLED QUAD RECEPTACLE WITH SWITCHED DUPLEX

RECEPTACLE, REFER TO DETAILS

U DUPLEX RECEPTACLE WITH TWO USB PORTS

PLUG LOAD CONTROLLED DUPLEX RECEPTACLE, REFER TO DETAILS

A AMPERE

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

C CONDUIT

CATV CABLE TELEVISION

CBC CALIFORNIA BUILDING CODE

CEC CALIFORNIA ELECTRICAL CODE

CFC CALIFORNIA FIRE CODE

CKT CIRCUIT

CO CONDUIT ONLY

(D) DEMOLISH

DWG DRAWING

(E) EXISTING TO REMAIN

ELEC ELECTRICAL

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

IDF INTERMEDIATE DISTRIBUTION FRAME

IMC INTERMEDIATE METAL CONDUIT

JB JUNCTION BOX

KAIC KILOAMPERE INTERRUPTING CAPACITY

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

LTG LIGHTING

LV LOW VOLTAGE

KCMIL THOUSAND CIRCULAR MILS

MDF MAIN DISTRIBUTION FRAME

MPOE MAIN POINT OF ENTRY

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

PB PULL BOX

REQD REQUIRED

SHT SHEET

SWBD SWITCHBOARD

TBD TO BE DETERMINED

UON UNLESS OTHERWISE NOTED

V VOLT

W WATT, WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

ABBREVIATIONS

E0.01 GENERAL INFORMATION - ELECTRICAL

E2.01 FLOOR PLAN - LIGHTING

E3.01 FLOOR PLAN - POWER & SIGNAL

E5.01 DETAILS

E6.01 SCHEDULES

DRAWING INDEX

CODES AND STANDARDS

1. 2013 CALIFORNIA BUILDING CODE (CBC),

VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).

2. 2013 CALIFORNIA ELECTRICAL CODE (PART 3,

TITLE 24, CCR).

3. 2013 CALIFORNIA MECHANICAL CODE (CMC)

(PART 4, TITLE 24, CCR).

4. 2013 CALIFORNIA PLUMBING CODE (CPC)

(PART 5, TITLE 24, CCR).

5. 2013 CALIFORNIA ENERGY CODE (PART 6,TITLE

24, CCR).

6. 2013 CALIFORNIA FIRE CODE (CFC) (PART

9,TITLE 24, CCR).

7. 2013 CALIFORNIA GREEN CODE (PART 11,

TITLE 24, CCR).

8. 2013 CALIFORNIA REFERENCED STANDARDS

CODE (PART 12, TITLE 24, CCR).

9. 2013 NFPA 72 NATIONAL FIRE ALARM CODE.

10. 2013 NFPA 13 STANDARDS FOR FIRE

SPRINKLER SYSTEMS.

11. ADA STANDARDS FOR ACCESSIBLE DESIGN:

ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,

PART 36 APPENDIX A.

12. ADA STANDARDS FOR ACCESSIBLE DESIGN -

CODE OF REGULATIONS (INCLUDING

AMENDMENTS).

A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR

ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE

RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT

DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.

COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH

ALL OTHER WORK TO AVOID CONFLICTS.

B. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENTS

SHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.

C. BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION

SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL

SIGNIFICANT MILESTONES WITH COMPLETION DATES.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND

PROPERTY AD SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,

PERSONAL, AND PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND

ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.

E. MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO

ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE

"AS-BUILT" DRAWINGS IN CAD FORMAT ACCEPTABLE TO THE ARCHITECT.

F. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE

NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.

G. PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO

RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS

EXISTING AT START OF WORK.

H. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.

EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,

CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN

INSIDE BUILDING U.O.N. UNDERGROUND AND EXTERIOR CONDUIT SHALL HAVE

WATERTIGHT FITTINGS.

I. ALL CONDUITS SHALL BE A MINIMUM 3/4" , U.O.N. POWER AND LIGHTING BRANCH CIRCUITS

SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE

THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE

OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE

SIZES REQUIRED BY LATEST CODES.

J. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA

SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL

DRAWINGS.

K. NOTE THAT BRANCH CIRCUIT WIRING IS NOT SHOWN. CIRCUIT NUMBERS ARE SHOWN

ADJACENT TO ALL OUTLETS/FIXTURES/DEVICES. PROVIDE ALL BRANCH CIRCUIT WIRING

BASED ON CIRCUIT NUMBERS SHOWN TO COMPLETE THE WIRING SYSTEM.

L. THE CONTRACTOR SHALL, PRIOR TO BID, FIELD VERIFY ALL REQUIREMENTS FOR

MODIFYING THE EXISTING, DATA, TELEPHONE, SYSTEMS TO ACCOMMODATE ADDITIONS

NOTED. PROVIDE ALL MATERIALS NEEDED TO MAKE A FULLY OPERATIONAL SYSTEM AT

THE CONCLUSION OF PROJECT WORK.

M. PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.

N. VERIFY ALL VOLTAGES OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR

PRIOR TO ROUGH-IN.

O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING

UNDERGROUND SYSTEMS IN THE AREA OF UNDERGROUND WORK. REPAIR ALL DAMAGED

SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS

EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWING AND

SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT

LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL CONDITIONS.

COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO DETERMINE EXACT

ROUTING AND FINAL TERMINATIONS FOR ALL WORK.

P. SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN

ACCORDANCE WITH TITLE 24, CBC SECTION 1615A.

Q. PLANS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO

BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO

BEGINNING WORK.

R. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT

ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE

OF SUCH EQUIPMENT PER CEC ARTICLE 110-16.

S. PROVIDE DEFERRED APPROVAL AND DESIGN BUILD FOR FIRE ALARM SYSTEM. SUBMIT

COMPLETE DRAWINGS TO FIRE MARSHAL FOR APPROVAL AND ASSUME FULL

RESPONSIBILITY FOR SYSTEM, DEVICE QUANTITY AND LOCATION, WIRING,

PROGRAMMING, AND CONTROL PANELS. COORDINATE FINAL DESIGN LOCATIONS WITH

ARCHITECT PRIOR TO ROUGH IN.

T. PROVIDE COMPLETE DESIGN/BUILD FOR LOW VOLTAGE TELE/DATA SYSTEM. EXISTING

CABLING AND INFRASTRUCTURE TO BE RE-USED TO THE EXTENT POSSIBLE.

GENERAL NOTES

DT = DUAL TECHNOLOGY

PIR = PASSIVE INFARED

U = ULTRASONIC

A

A

P/D

P/D

POWER/DATA WALL OUTLET BOXES WITH FURNITURE WHIP

POWER/DATA POKE THRU FLOOR BOX WITH FURNITURE WHIP

BEFORE AN OCCUPANCY PERMIT IS GRANTED FOR A NEWLY CONSTRUCTED BUILDING

OR AREA, OR A NEW LIGHTING SYSTEM SERVING A BUILDING, AREA, OR SITE IS

OPERATED FOR NORMAL USE, ALL INDOOR AND OUTDOOR LIGHTING CONTROLS

SERVING THE BUILDING, AREA, OR SITE, SHALL BE CERTIFIED AS MEETING THE

ACCEPTANCE REQUIREMENTS FOR CODE COMPLIANCE IN ACCORDANCE WITH CEC

SECTION 130.4. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE

ENFORCEMENT AGENCY UNDER CEC SECTION 10-103(a) OF PART 1. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING AND COMPLETION OF

REQUIRED ACCEPTANCE FORMS. IF GENERAL CONTRACTOR IS NOT LICENSED FOR

THIS WORK, GENERAL CONTRACTOR SHALL HIRE LICENSED THIRD PARTY.

LIGHTING ACCEPTANCE CERTIFICATEWAP

WIRELESS ACCESS POINT

TGB

TELECOM GROUND BUS

LADDER TRAY

BASKET TRAY




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08.24.2015

985-0007

MODULAR BID

PACKAGE

GENERAL INFORMATION

ELECTRICAL

E0.01

INTERVIEW

104

DISPATCH/

RECEPTION

122

LOST & FOUND

110

EVIDENCE

STORAGE

108

IT

106

RECORDS

109

MEN

114

WOMEN

116

CORPORAL

120

BREAK ROOM

119

PARKING OFFICER

118

RESTROOM

115

PREBOOKING /

BOOKING

113

LIEUTENANT

121

PATROL / REPORT

111

RESTROOM

117

POLICE AIDE

EQUIP

112

1 1

A D

3 3

4 4

5 5

6 6

7 7

8 8

9' - 0"

9' - 0"9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

EQ EQ

EQ

6'-0

"6

'-0

"

HALL

107

9' - 0"

9' - 0"

EQ EQ

EQ

EQ

9' - 0"

MOD-LINE BEAMS

2 2

B C E

5.8 5.8

OPEN TO

ABOVE

OPEN TO

ABOVE

AR

EA

R

EQ

UIR

IN

G C

OO

RD

IN

AT

IO

N W

IT

H S

IT

E B

UIL

T

C.1 D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

NOT IN SCOPE

A A

A A

A A

A A

A

A

AA

A

A

A

A

A A

A

A

A

A

A

C C

C

C

X X

X

X

DT

L1

L1

L1

L1

S

L1L1

S

L1 L1

L1

S S

L1

S

L1

DT

DT

DT

DT DT

DT

DT

DT

DT

DT

L1

A A

DT

D DD

C

D

D

A. COORDINATE EXACT LOCATION OF LUMINAIRES AND

LIGHTING CONTROL DEVICES WITH ARCHITECT PRIOR TO

COMMENCEMENT OF WORK.

B. LIGHTING CONTROL BASIS OF DESIGN IS WATTSTOPPER

DLM. PROVIDE MANUFACTURER SHOP DRAWINGS

INDICATING ALL PARTS AND PIECES FOR A COMPLETE

WORKING SYSTEM.

C. LUMINAIRES INDICATED AS EMERGENCY SHALL BE

CIRCUITED TO A CENTRAL LIGHTING INVERTER VIA UL924

EMERGENCY LIGHTING RELAY. REFER TO DETAILS FOR

ADDITIONAL INFORMATION.

D. EXIT SIGNS SHALL BE CIRCUITED TO THE CENTRAL

LIGHTING INVERTER AND UNSWITCHED.

E. CIRCUITS WITH PREFIX 'E' INDICATES CIRUIT TO CENTRAL

LIGHTING INVERTER

F. PROVIDE QUANTITY OF WATTSTOPPER DLM ROOM

CONTROLLERS AS REQUIRED TO MEET LIGHTING

CONTROL INTENT SHOWN. LOCATE ROOM CONTROLLERS

ABOVE DROP CEILING.

G. DAYLIGHT CONTROLS: PRIMARY AND SECONDARY

DAYLIT LIGHTING ZONES SHALL AUTOMATICALLY DIM

BASED ON AVAILABLE DAYLIGHT. SET POINT SHALL BE

30FC. PRIMARY AND SECONDARY ZONES SHALL BE

AUTOMATICALLY CONTROLLED SEPARATELY.

H. BRANCH CIRCUITS OVER 75'-0", PROVIDE #10 AWG

CONDUCTORS

I. TITLE 24 BRANCH CIRCUIT VOLTAGE DROP: MAXIMUM

75'-0", AT MAX LOADING OF 12A, PROVIDE #12.

GENERAL NOTES

SHEET NOTES

#

1. NOT USED




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08.24.2015

985-0007

MODULAR BID

PACKAGE

FLOOR PLAN -

LIGHTING

E2.01

1

FLOOR PLAN - LIGHTING

1/4" = 1'-0"

INTERVIEW

104

EOC

102

LOBBY

101

DISPATCH/

RECEPTION

122

LOST &

FOUND

110

EVIDENCE

STORAGE

108

IT

106

RECORDS

109

MEN

114

WOMEN

116

CORPORAL

120

BREAK

ROOM

119

PARKING

OFFICER

118

RESTROOM

115

PREBOOKING

/

BOOKING

113

LIEUTENANT

121

PATROL

/

REPORT

111

RESTROOM

117

STORAGE

103

POLICE

AIDE

EQUIP

112

HALL

107

1 1

A D

3 3

4 4

5 5

6 6

7 7

8 8

ELEC

105

2 2

B C E

5.8 5.8

C.1 D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

NOT IN SCOPE

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

TG

B

1

2

2

3

5

4

WP

WP

WP

WAP

WAP

6

J

7

J

8

J

8

9 9

10

A. COORDINATE EXACT LOCATIONS OF ALL

ARCHITECTURAL, MECHANICAL AND PLUMBING

EQUIPMENT WITH ARCHITECTURAL, MECHANICAL AND

PLUMBING DRAWINGS.

B. SIZE FUSES FOR ALL MECHANICAL AND PLUMBING

EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.

C. IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS

CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL

EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.

REFER TO ARCHITECTS PAINTING SECTION FOR

REQUIREMENTS.

D. SEE EQUIPMENT SCHEDULE ELECTRICAL REQUIREMENTS

FOR CIRCUITING OF EQUIPMENT AND REFER TO RISER

DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION

ON WIRING, LAYOUT AND CONNECTIONS. SEE

MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

E. PROVIDE POWER 120V/24V TRANSFORMER AS REQUIRED

TO POWER VAV/BY-PASS DAMPERS, RESTROOM

PLUMBING CONTROLS, DUCT SMOKE DETECTORS,

MAGNETIC DOOR HOLDERS AND FIRE SMOKE DAMPERS

FOR MECHANICAL EQUIPMENT. SEE DIAGRAMS ON

MECHANICAL AND PLUMBING DRAWINGS FOR

CONNECTION TO MECHANICAL AND PLUMBING

EQUIPMENT. PROVIDE CIRCUIT FORM NEAREST

AVALIABLE PANEL, UNLESS OTHERWISE NOTED.

GENERAL NOTES

SHEET NOTES

#

1. PROVIDE GROUNDING BUSBAR EQUIVALENT TO

CHATTSWORTH PRODUCTS 10622-010 FOR

COMMUNICATIONS AND DATA EQUIPMENT. GROUND

WITH ONE (1) #6 AWG CABLE. GROUND BUSBAR TO

NEAREST ELECTRICAL PANELBOARD WITH ONE (1) #6

AWG CABLE.

2. PROVIDE ONE FLOOR TO CEILING, 3/4" THICK FIRE

RATED PLYWOOD BACKBOARD FOR COMMUNICATIONS

DEVICE MOUNTING.

3. ADD ALTERNATE: 6"W X 4"D BASKET TRAY FOR

ROUTING OF HORIZONTAL LOW VOLTAGE CABLING IN

LIEU OF CONDUIT HOME RUN TO TR ROOM. CABLING

BY OTHERS. ROUTE ABOVE DROP CEILING THROUGH

CORRIDOR SPACE PER DISTRICT TECHNOLOGY

STANDARDS

4. 12"W LADDER RACK

5. 2-4"C SLEEVES.

6. PROVIDE TWO L6-30R RECEPTACLES ABOVE EACH 4

POST RACK.

7. PROVIDE 120V CONNECTION FOR WALL MOUNTED

SIGNAGE.

8. FOR EWH

9. MOUNT RECEPTACLE INSIDE EACH LOCKER SPACE

10. 1-1/4"C ROUTE UP WALL CAVITY TO CEILING SPACE.

ROUTE CONDUIT ABOVE CEILING TO ELECTRICAL

ROOM.




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08.24.2015

985-0007

MODULAR BID

PACKAGE

FLOOR PLAN -

POWER & SIGNAL

E3.01

1

FLOOR PLAN - POWER & SIGNAL

1/4" = 1'-0"

DLM OCCUPANCY

SENSOR

LMRJ SERIES PRE-TERMINATED

CABLES OR CAT5E (TYP). FREE TOPOLOGY

& SPLITTER ACCEPTABLE

SEE INSTALLATION

INSTRUCTIONS FOR

TERMINATION TYPE.

HOT BLK

NEUTRAL WHT

120

YEL

RED

RED

CONTROLLED

PLUG LOAD CONTROLLER

LMPL-201

*BREAK-OFF REMOVAL

ON HOT SIDE REQUIRED

FOR SPLIT-CIRCUIT

WIRING.

*

UNCONTROLLED

<RJ45

(TYP.)

LIGHTING

LOAD (a)

LIGHTING

LOAD (b)

HOT BLK

NEUTRAL WHT

LMRC-213

DIMMING ROOM

CONTROLLER

120/277V

(COORDINATE FINAL SWITCH

SELECTIONS WITH OWNER)

HOT BLK

NEUTRAL WHT

LMRC-213

DIMMING ROOM

CONTROLLER

0-10VDC DIMMING

BALLAST REQUIRED.

LMRJ SERIES PRE-TERMINATED

CABLES OR CAT5E. FREE TOPOLOGY

& SPLITTER ACCEPTABLE

LMLS-500 DIMMING

PHOTOSENSOR

LMLS-500 DIMMING

PHOTOSENSOR

(AS NEEDED)

DLM OCCUPANCY

SENSOR

120/277V

<RJ45

(TYP.)

LIGHTING

LOAD (a)

LIGHTING

LOAD (b)

LIGHTING

LOAD (b)

WALL MOUNT BUTTON

CONTROL AND DIMMER

SWITCH

WALL MOUNT BUTTON

CONTROL AND DIMMER

SWITCH

RED

CLASS 2 0-10 VOLT

CONTROL WIRING

0-10VDC DIMMING

DRIVER REQUIRED

"SWITCHING" LINE

WHT/BLK

WHT/YEL

120/277VAC

LMRJ CABLES

OR CAT5E.

TO DLM

DEVICES

RELAY STATUS LED

ESRU1C 120V

OR

ESRH1C 277V

YEL COMM

ORG N.O.

0-10VDC DIMMING

DRIVER REQUIRED

PUSH

TO TEST

CUT JUMPER LOOP

TO USE WITH

NORMALLY CLOSED

-TEST SWITCH

-FIRE ALARM PANEL

-SECURITY PANEL

-OTHER

ELCU-200

RE

MO

TE

AC

TIV

AT

IO

N

NO

RM

AL

PO

WE

R

EM

ER

GE

NC

Y

PO

WE

R

WHT

UNSWITCHED

120/277

BLK

NUT

HOT

VIO

GRY

EMERG LIGHTING

LOAD

EMERG POWER IN

(BLACK 12AWG)

EMERG NEUTRAL

(WHITE 18AWG)

120/277

NORMAL POWER SENSE

(BLACK 18AWG)

NORMAL SWITCHED SENSE

(RED 18AWG)

NORMAL NEUTRAL

(WHITE 18AWG)

SENSING LINE

DIMMING

LMRC-211

RM CONTROLLER

LIGHTING

LOAD (a)

EMERG POWER OUT

(RED 12AWG)

A. ALL SENSOR LOCATIONS ARE APPROXIMATE AND SHOWN FOR

DESIGN INTENT ONLY. LOCATE SENSORS PER MANUFACTURER

GUIDELINES AND INSTALLATION MANUAL. PROVIDE QUANTITIES

AND LOCATIONS AS REQUIRED FOR PROPER SENSING. FINAL

DEVICE LAYOUT SHALL BE SUBMITTTED AS A SHOP DRAWING AS

PART OF SUBMITTAL REVIEW. SHOP DRAWING APPROVAL IS

REQUIRED PRIOR TO PROCUREMENT AND ROUGH-IN.

B. LOCATE SENSOR MINIMUM 5 FEET FROM ANY AIR SUPPLY AND/OR

RETURN REGISTERS.

C. THE CONTRACTOR SHALL COMMISSION SENSITIVITY AND TIME

DELAY SETTINGS AND PROVIDE TITLE 24 COMMISIONING

DOCUMENTS.

D. THE CONSTRACTOR SHALL PROVIDE ALL REQUIRED OCCUPANCY

SENSOR POWER PACKS. PROVIDE J-BOXES WITH BLANK

FACEPLATES AT CEILING.

E. ROOM CONTROLLERS SHALL BE MOUNTED IN AN ACCESSIBLE

LOCATION, INSIDE A MULTI-GANG J-BOX WITH BLANK FACEPLATE,

CONCEALED IN CABINETRY, ABOVE DROP CEILING/CLOUD, OR AT

A NEARBY REMOTE LOCATION. COORDINATE FINAL LOCATION OF

DEVICES WITH ARCHITECT.

F. ROOM CONTROLLER QUANTITIES SHOWN ON PLANS FOR DESIGN

INTENT. PROVIDE QUANTITIES AS REQUIRED FOR A COMPLETE

SYSTEM. ONE ROOM CONTROLLER IS REQUIRED FOR EACH

LIGHTING CIRCUIT. PROVIDE ROOM CONTROLLER SERIES WITH

THE FOLLOWING THREE SWITCHING ZONES (INCLUDING MULTIPLE

DAYLIGHT SWITCHING ZONES) AND CONTINUOUS DIMMING

CAPABILITIES.

G. LMRJ SERIES PRE-TERMINATED CABLES OR CAT5E IS

ACCEPTABLE. MANUFACTURER RECOMMENDS PROVIDING LMRJ

SERIES PRE-TERMINATED CABLES FOR EASE OF INSTALLATION.

H. COORDINATE WITH MANUFACTURER SO THAT DEVICES ALLOW

FOR OPEN TOPOLOGY, AND DO NOT REQUIRE ADDITIONAL CLASS

2 0-10V CONTROL WIRING. DEVICES SHALL HAVE NETWORK

CAPABILITY FOR FUTURE USE.

I. COMPATIBILITY WITH THIRD PARTY EQUIPMENT REQUIRES

SELECT DEVICES. THIRD PARTY PROJECTION SCREENS REQUIRE

#LMDI-101 AND #LMSW-102 TO UTILIZE DLM CONTROL SWITCH.

THIRD PARTY SHADES REQUIRE #LMDI-010 AND #LMSW-102 TO

UTILIZE DLM CONTROL SWITCH. COORDINATE WITH ARCHITECT

AND OWNER FOR SUCH REQUIREMENTS ON THE PROJECT.

J. ALL PART NUMBERS SHOWN ARE BY WATTSTOPPER. SEE

MANUFACTURER'S WEBSITE FOR SUPPORT DOCUMENTATION AND

TECHNICAL SUPPORT.

K. SYSTEM SHALL HAVE NETWORK CAPABILITY FOR FUTURE

CONNECTION TO BMS AND WATTSTOPPER SYSTEMS.

WATTSTOPPER DLM NOTES

CO

NT

RO

LLE

D

CO

NT

RO

LLE

DC

ON

TR

OLLE

D

PLUG LOAD CONTROLLED

HALF SWITCHED RECEPTACLE

PLUG LOAD CONTROLLED QUAD RECEPTACLE

WITH SWITCHED DUPLEX RECEPTACLE

DETAIL NOTES

1. CONTROLLED RECEPTACLES SHALL BE MARKED WITH PERMANENT IDENTIFICATION

(COORDINATE FINAL

SWITCH SELECTIONS WITH

OWNER)

1

PLUG LOAD CONTROL DIAGRAM

NO SCALE

2

DIMMING WIRING DIAGRAM

DIGITAL LIGHTING CONTROL

NO SCALE

3

WITH EMERGENCY WIRING DIAGRAM

DIGITAL LIGHTING CONTROL DIMMING

NO SCALE

4

PLUG LOAD CONTROL

IDENTIFICATION FOR

NO SCALE




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985-0007

MODULAR BID

PACKAGE

DETAILS

E5.01

LUMINAIRE SCHEDULE

TYPE DESCRIPTION HOUSING LENS REFLECTOR DISTRIBUTION MOUNTING FINISH BALLAST

LAMP(S)

MANUFACTURERS NOTES

A

2X4 RECESSED LED DIE FORMED 20 GAUGE COLD

ROLLED STEEL WITH

INTEGRATED SEISMIC

BRACKETS.

UV STABALIZED IMPACT

RESISTANT FROSTED

VIRGIN ACRYLIC

HIGH

REFLECTANCE

MATTE WHITE

DIRECT/INDIRECT RECESSED STANDARD WHITE 0-10V STD

DRIVER.

10%-100% DIM

HIGH OUTPUT ENGINE 5585

LUMENS

FINELISTE #HPR

LED-A-2X4-DCO-HO-3500K-120V-SC-CX OR

APPROVED EQUAL

B

LINEAR PENDANT LED DIE FORMED STEEL WITH DIE

FORMED JOINER SYSTEM. PLUG

TOGEHTER WIRING STANDARD.

DIFUSE CENTER OPTIC,

73% TRANSMISSIVE, 99%

DIFFUSION

NA DIRECT/INDIRECT PENDANT STANDARD WHITE 0-10V STD

DRIVER.

10%-100% DIM

HIGH OUTPUT 2 ENGINE 3652

LUMEN PER 4 FOOT SECTION

FINELITE # S16

LED-ID-DCO-X-3E-HO-HO-3500--SC-120-FA-F

E-CX OR APPROVED EQUAL

C

RECESSED 1X4 LED DIE FORMED 20 GAUGE COLD

ROLLED STEEL WITH

INTEGRATED SEISMIC

BRACKETS.

UV STABALIZED IMPACT

RESISTANT FROSTED

VIRGIN ACRYLIC

HIGH

REFLECTANCE

MATTE WHITE

DIRECT/INDIRECT RECESSED STANDARD WHITE 0-10V STD

DRIVER.

10%-100% DIM

STD OUTPUT 3152 LUMENS FINELISTE #HPR

LED-A-1X4-DCO-SO-3500K-120V-SC-DW OR

APPROVED EQUAL

D.

EXTERIOR WALL MOUNT LED TRAPZOIDAL WEDGE LED, DIE

CAST ALUMINUM

LENSED TYPE III

DISTRIBUTION

- DIRECT WALL NATURAL ALUMINUM 0-10V STD

DRIVER.

10%-100% DIM

34 WATT, 3559 LUMEN GARDCO #101L-APD-3-NW-120-NP OR

APPROVED EQUAL

X

EXIT SIGN DIE CAST ALUMINUM WITH FIELD

SELECTABLE CHEVRONS

NA NA NA UNIVERSAL STANDARD ELECTRONIC LED LITHONIA #LRP-1-GMR-120 OR APPROVED

EQUAL

NOTES:

A. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.

B. PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED.

C. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.

D. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.

E.PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.

F. PROVIDE COMMISSIONING OF THE LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH CALIFORNIA TITLE 24 LIGHTING COMMISSIONING REQUIREMENTS.

SWITCHBOARD DSBA

CKT VA φ LOAD DESCRIPTION NOTESVOLTAGE: 208/120 V

1A

PHASE/WIRE: 3 PH 4W BMAIN AMPS: 400 A CBUS AMPS: 400 A

2A

AIC RATING 35000 A BMOUNTING: SURFACE C

3ABC

PHASE A: 0 VA 0 A4

APHASE B: 0 VA 0 A BPHASE C: 0 VA 0 A C

5A

CONNECTED: 0 VA 0 A BDEMAND: 0 VA 0 A C

6AB

GENERAL NOTES Ca.

7A

b. Bc. C

8ABC

SCHEDULE NOTES9

A1. B2. C3.

10ABC

11ABC

12ABC

13ABC

14ABC

LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)

G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00

PANEL R1

VOLTAGE: 208/120 V PHASE A: 0 VA 0 APHASE/WIRE: 3 PH 4W PHASE B: 0 VA 0 A

MAIN AMPS: 125 A PHASE C: 0 VA 0 ABUS AMPS: 225 AAIC RATING 22000 A CONNECTED: 0 VA 0 AMOUNTING: SURFACE DEMAND: 0 VA 0 A

NOTES LOAD DESCRIPTION φ VA BKR CKT CKT BKR VA φ LOAD DESCRIPTION NOTESA 20/1 1 2 20/1 AB 20/1 3 4 20/1 BC 20/1 5 6 20/1 CA 20/1 7 8 20/1 AB 20/1 9 10 20/1 BC 20/1 11 12 20/1 CA 20/1 13 14 20/1 AB 20/1 15 16 20/1 BC 20/1 17 18 20/1 CA 20/1 19 20 20/1 AB 20/1 21 22 20/1 BC 20/1 23 24 20/1 CA 20/1 25 26 20/1 AB 20/1 27 28 20/1 BC 20/1 29 30 20/1 CA 20/1 31 32 20/1 AB 20/1 33 34 20/1 BC 20/1 35 36 20/1 CA 20/1 37 38 20/1 AB 20/1 39 40 20/1 BC 20/1 41 42 20/1 C

GENERAL NOTES SCHEDULE NOTES

a. 1.

b. 2.

c. 3.LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)

G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00

LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00

PANEL L1

VOLTAGE: 208/120 V PHASE A: 0 VA 0 APHASE/WIRE: 3 PH 4W PHASE B: 0 VA 0 A

MAIN AMPS: MLO PHASE C: 0 VA 0 ABUS AMPS: 100 AAIC RATING 22000 A CONNECTED: 0 VA 0 AMOUNTING: SURFACE DEMAND: 0 VA 0 A

NOTES LOAD DESCRIPTION φ VA BKR CKT CKT BKR VA φ LOAD DESCRIPTION NOTESA 20/1 1 2 20/1 AB 20/1 3 4 20/1 BC 20/1 5 6 20/1 CA 20/1 7 8 20/1 AB 20/1 9 10 20/1 BC 20/1 11 12 20/1 CA 20/1 13 14 20/1 AB 20/1 15 16 20/1 BC 20/1 17 18 20/1 CA 20/1 19 20 20/1 AB 20/1 21 22 20/1 BC 20/1 23 24 20/1 CA 20/1 25 26 20/1 AB 20/1 27 28 20/1 BC 20/1 29 30 20/1 CA 20/1 31 32 20/1 AB 20/1 33 34 20/1 BC 20/1 35 36 20/1 CA 20/1 37 38 20/1 AB 20/1 39 40 20/1 BC 20/1 41 42 20/1 C

GENERAL NOTES SCHEDULE NOTES

a. 1.

b. 2.

c. 3.LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)

G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00

LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00




AC FLS SS

DATE

RENEWALDATE

A R C H ITECTLI

CE N S ED

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


LOS MEDANOS

COLLEGE



08.24.2015

985-0007

MODULAR BID

PACKAGE

SCHEDULES

E6.01

KV

KAIC

KILOVOLT

KILOAMPERE INTERRUPTING CAPACITY

DISTRIBUTIONDIST

COMM COMMUNICATIONS

MINIMUMMIN

MAX MAXIMUM

NOT IN ELECTRICAL CONTRACTNIEC

HEIGHTHGT

BREAKERBKR

ABOVEABV

EOL END OF LINE RESISTOR

STC SIGNAL TERMINAL CABINET

LV LOW VOLTAGE

POLYVINYL CHLORIDEPVC

AIC AMPERE INTERRUPTING CAPACITY

ELECTRICALELEC

EMERGENCYEM

TEL TELEPHONE

MDF MAIN DISTRIBUTION FRAME

IDF INTERMEDIATE DISTRIBUTION FRAME

(D) DEMOLISH

CD CANDELA

CATV CABLE TELEVISION

HORSEPOWERHP

RM ROOM

PUBLIC ADDRESSPA

POLEP

PHASEPH

NORMALLY CLOSEDNC

MECH MECHANICAL

JB JUNCTION BOX

EMT ELECTRICAL METALLIC TUBING

BLDG BUILDING

ARCH ARCHITECTURAL

AUTOMATIC TRANSFER SWITCHATS

FACP FIRE ALARM CONTROL PANEL

DWG DRAWING

AS AMPERE SWITCH

AT AMPERE TRIP

AMPERE FRAME, AMPERE FUSEAF

DISTRIBUTION PANELDP

OC ON CENTER

ABBREVIATIONS

MH MANHOLE

PNL PANEL

LTG LIGHTING

EQP EQUIPMENT

UNLESS OTHERWISE NOTED

A

AFF

C

CB

CKT

CL

CLG

CO

AMPERE

CTR

DET

DIM

(E)

FA

FIN

ABOVE FINISHED FLOOR

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CENTER LINE

CEILING

CONDUIT ONLY

CENTER

DETAIL

DIMENSION

EXISTING

FIRE ALARM

FINISH

FL

(F)

G , GND

IC

IMC

KVA

KW

KCMIL

MTD

MTG

NIC

NO

NTS

FLOOR

FUTURE

GROUND

INTERCOM

INTERMEDIATE METAL CONDUIT

KILOVOLT AMPERE

KILOWATT

THOUSAND CIRCULAR MILS

MOUNTED

MOUNTING

NOT IN CONTRACT

NUMBER, NORMALLY OPEN

NOT TO SCALE

PF

PB

(R)

RSC

SHT

SW

SWBD

TC

TYP

UON

V

W

WP

XFMR

POWER FACTOR

PULL BOX

EXISTING TO BE RELOCATED

RIGID STEEL CONDUIT

SHEET

SWITCH

SWITCHBOARD

TERMINAL CABINET

TYPICAL

VOLT

WATT, WIRE

WEATHERPROOF

TRANSFORMER

REQUIRED

REQUIREMENT(S)

REQD

REQT(S)

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

CALIFORNIA STATE FIRE MARSHALLCSFM

CALIFORNIA ELECTRICAL CODE

CALIFORNIA BUILDING CODECBC

CEC

CALIFORNIA FIRE CODECFC

CALIFORNIA CODES AND STANDARDS

1. 2013 CALIFORNIA BUILDING CODE (CBC), VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).

2. 2013 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR).

3. 2013 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR).

4. 2013 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR).

5. 2013 CALIFORNIA ENERGY CODE (PART 6,TITLE 24, CCR).

6. 2013 CALIFORNIA FIRE CODE (CFC) (PART 9,TITLE 24, CCR).

7. 2013 CALIFORNIA GREEN CODE (PART 11, TITLE 24, CCR).

8. 2013 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR).

9. 2013 NFPA 72 NATIONAL FIRE ALARM CODE.

10. 2013 NFPA 13 STANDARDS FOR FIRE SPRINKLER SYSTEMS.

11. ADA STANDARDS FOR ACCESSIBLE DESIGN: ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,

PART 36 APPENDIX A.

12. ADA STANDARDS FOR ACCESSIBLE DESIGN - CODE OF REGULATIONS (INCLUDING

AMENDMENTS).

1. ACTIVATION OF ANY SYSTEM PULL STATION, SMOKE DETECTOR OR HEAT DETECTOR

FLOW SWITCH OR ANSUL UNIT SHALL CAUSE ALL SIGNAL DEVICES ON THE CAMPUS TO

ACTIVATE AND SOUND. FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INDICATE THE

SOURCE OF THE ALARM AND ALARM LIGHT(S) ON THE FIRE ALARM PANEL WILL

ILLUMINATE. ACTIVATION OF ALARM SHALL CAUSE THE DIGITAL ALARM COMMUNICATIONS

TRANSMITTER TO TRANSMIT THE ALARM TO A U.L. LISTED CENTRAL STATION.

2. ACTIVATION OF A VALVE SUPERVISORY SWITCH OR SHOULD AN OPEN GROUND OR FAULT

OCCUR IN THE WIRING, THE FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INITIATE A

TROUBLE SIGNAL AND SHALL INDICATE THE SOURCE OF THE TROUBLE.

3. ONCE THE SYSTEM IS BACK TO NORMAL, THE PANEL WILL RESOUND FOR PROPER

RESETTING.

4. WHERE REMOTE MONITORING IS NOT REQUIRED, THE FIRE ALARM PANEL SHALL BE

BACKED UP BY STANDY BATTERIES FOR 24 HOURS AND 5 MINUTES OF ALARM. WHERE

REMOTE MONITORING IS REQUIRED, THE FIRE ALARM PANEL SHALL BE BACKED UP BY

STANDBY BATTERIES FOR 60 HOURS AND 5 MINUTES OF ALARM.

5. ALARM SILENCE CAN ONLY BE PERFORMED AFTER 5 MIN. OF ALARM IN ANY CONDITION.

SEQUENCE OF OPERATION

OF FIRE ALARM SYSTEM

1. OCCUPANCY TYPE: B (EDUCATIONAL)

2. SYSTEM TYPE: CLASS B, ADDRESSABLE, AUTOMATIC

3. METHOD OF COMMUNICATION: TELEPHONE

4. SCOPE OF WORK: NEW AUTOMATIC EXTENSION OF AN EXISTING AUTOMATIC FIRE ALARM

SYSTEM TO A NEW BUILDING AT AN EXISTING SCHOOL CAMPUS.

PROJECT DESCRIPTION

GENERAL NOTES

A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR

ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE

RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT

DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.

COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH

ALL OTHER WORK TO AVOID CONFLICTS.

B. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT

SHALL BE U.L. AND CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED AND LABELED FOR

THE APPLICATION.

C. BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION

SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL

SIGNIFICANT MILESTONES WITH COMPLETION DATES.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND

PROPERTY AND SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,

PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND

ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.

E. MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO

ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE

"AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.

F. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE

NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE

INSTALLATION.

G. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE

NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE

INSTALLATION.

H. PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO

RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS

EXISTING AT START OF WORK.

I. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA

SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL

DRAWINGS.

J. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.

EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,

CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN

INSIDE BUILDING, UNLESS OTHERWISE NOTED. UNDERGROUND AND EXTERIOR CONDUIT

SHALL HAVE WATERTIGHT FITTINGS.

K. ALL CONDUITS SHALL BE A MINIMUM 3/4," UNLESS OTHERWISE NOTED. POWER BRANCH

CIRCUITS SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE

THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE

OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE

SIZES REQUIRED BY LATEST CODES.

L. CONDUITS SHALL NOT BE USED AS A GROUND PATH. ALL CONDUITS SHALL CONTAIN A

GROUNDING CONDUCTOR, SIZED PER NEC/CEC REQUIREMENTS.

M. PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.

N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING

UNDERGROUND SYSTEMS IN THE AREA OF UNDER GROUND WORK. REPAIR ALL DAMAGED

SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS

EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWINGS AND

SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR.

EXACT LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL

CONDITIONS. COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO

DETERMINE EXACT ROUTING AND FINAL TERMINATIONS FOR ALL WORK.

O. CONDUIT AND WIRING ARE SHOWN ON THESE PLANS DIAGRAMMATICALLY. EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT SITE CONDITIONS.

P. SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN

ACCORDANCE WITH TITLE 24, CBC SECTION 1632A.

Q. PLANS SHALL BE APPROVED BY THE "DIVISION OF THE STATE ARCHITECT" (DSA) PRIOR TO

BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO

PURCHASE.

R. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT

ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE

OF SUCH EQUIPMENT PER CEC ARTICLE 110-26.

S. ALL FIRE ALARM DEVICES SHALL BE CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED.

T. FIRE ALARM WIRING AND MATERIALS SHALL BE LISTED FOR USE AS REQUIRED BY TITLE

24/CEC, ARTICLE 760. MINIMUM WIRE SHALL BE TWO (2) #14 AWG FOR INITIATING CIRCUITS

AND TWO (2) #14 AWG FOR INDICATING CIRCUITS.

U. FIRE ALARM WIRE USED IN WET LOCATIONS SHALL BE OF AN APPROVED TYPE IN

ACCORDANCE WITH 3-310-8, T24/CEC (i.e. THHW OR EQUAL).

V. PER CEC STANDARDS ALL WIRING IS TO BE PULLED THROUGH EACH JUNCTION BOX AND

CONNECTED DIRECTLY TO EACH FIRE DEVICE. DO NOT SPLICE WIRE. THERE MUST BE AT

LEAST 6" OF LEAD WIRE FROM BOX TO THE DEVICE. ALL BOXES SIZED PER CEC.

W. PENETRATIONS OF FIRE RATED WALLS SHALL BE PROTECTED IN ACCORDANCE WITH

CALIFORNIA BUILDING CODE, CHAPTER 7, TITLE 24. PROVIDE DETAILS OF FIRE- STOP

SYSTEMS FOR ALL PIPE/CABLE/CONDUIT PASSING THROUGH FIRE RATED WALLS/FLOORS

REQUIRING PROTECTED OPENINGS.

X. VISUAL FIRE ALARM DEVICES SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN 15

CANDELAS. NO PLACE IN ANY ROOM SHALL BE MORE THAN 50 FEET FROM A DEVICE.

DEVICES WITHIN 55' OF EACH OTHER SHALL BE SYNCHRONIZED.

Y. ALL FIRE ALARM DEVICE CONNECTIONS TO THE LIGHT AND POWER SERVICE SHALL BE ON

A DEDICATED BRANCH CIRCUIT(S). THE CIRCUIT(S) AND CONNECTIONS SHALL BE

MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED

MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE

IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT

DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM

CONTROL UNIT. (2010 NFPA 72 SECTION 10.5.5.1)

AA. THE CONTRACTOR SHALL ADJUST ALL DEVICES TO MAXIMUM PERFORMANCE AND TO

MINIMIZE FALSE ALARMS.

AB. PROVIDE TEMPORAL-THREE DISTINCTIVE FIRE ALARM SOUND. (NFPA 72 SECTION 6.8.6.5.1)

AC. AUDIBLE FIRE ALARM SOUND LEVEL SHALL BE AT LEAST 15 dBA ABOVE THE AVERAGE

AMBIENT SOUND LEVEL IN ALL OCCUPIABLE AREAS. (2010 NFPA 72 SECTION 18.4.3.1) (I.E.

CLASSROOM AVERAGE AMBIENT ROOM NOISE IS 45 dBA PLUS 15 dBA EQUALS 60 dBA

MINIMUM ALARM TONE REQUIRED). SOUND TO BE MAINTAINED FOR A MINIMUM DURATION

OF 60 SECONDS.

AD. STROBES SHALL FLASH AT A RATE OF NOT EXCEEDING TWO FLASHES PER SECOND NOR

BE LESS THAN ONE FLASH EVERY SECOND. (2010 NFPA 72 SECTION 18.5.2.1)

SYSTEM SENSOR 2251B(W/ BASE B210LP)

7272-1653:0123 (7300-1653:0109)

HEAT DETECTOR - ABOVE CEILING

SYSTEM SENSOR 5251H (W/ BASE B210LP)

7270-1653:0137 (7300-1653:0109)

CONDUIT - EXPOSED.

CONDUIT - DIRECT BURIAL.

CONDUIT - CONCEALED IN WALLS OR CEILING.

COOPER WHEELCOK EXCEDER ST SERIES

STROBE

CONDUIT - FLEX WITH CONNECTION.

CONDUIT - EMERGENCY POWER SYSTEM.

CONDUIT - STUB UP.

CONDUIT - CAPPED.

CONDUIT - CONTINUATION.

CONDUIT - STUB DOWN.

7125-0785:0168

COOPER WHEELOCK EXCEDER HS SERIES

7125-0785:0131

COOPER WHEELOCK AH-24WP

HORN/STROBE

HORN - WEATHER PROOF, VANDAL RESISTANT

7125-0785:0168

SMOKE DETECTOR

WIRING & CONDUIT RUN SYMBOLS

FIRE ALARM SYMBOLS

H

C

S

CSFM:

MODEL:

CSFM:

MODEL:

F

F

F

WP

CSFM:

MODEL:

CSFM:

MODEL:

MODEL:

CSFM:

E

SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.


"2" DENOTES SECTION OR ELEVATION NUMBER

SECTION OR ELEVATION DESIGNATION


"3" DENOTES DETAIL OR PLAN NUMBER

2

E1.0

SYMBOL LIST

FEEDER, CONDUIT OR RELAY SCHEDULE TAG

PLAN OR DETAIL DESIGNATION

F

F

F

(E) MANUAL PULL STATION - TO BE REMOVED.

(N) MANUAL PULL STATION

(E) MANUAL PULL STATION

TYPICAL ZONE NOMENCLATURE

NEW VS. EXISTING

FACP

H

D1-5

EOL

F

75 N2-4

(E) FIRE ALARM CONTROL PANEL

"75" DENOTES CANDELA RATING OF STROBE

(N) CONDUIT - CONCEALED IN WALLS OR CEILING.

(E) CONDUIT - CONCEALED IN WALLS OR CEILING.

"D1" DENOTES DETECTION ZONE

"5" DENOTES DEVICE NUMBER

(E) CONDUIT - TO BE REMOVED.

"4" DENOTES DEVICE NUMBER

"N2" DENOTES NOTIFICATION CIRCUIT

END OF LINE RESISTOR

7165-0476:114

HARRINGTON HS-3400MODEL:

CSFM:

GENERAL SYMBOLS

MAXIMUM OF 3 BRANCH CIRCUITS PER CONDUIT.

WIRES WITH #12 AWG NEUTRALS AND GROUNDS. RUN A

CODES. ALL 20A, 1P BRANCH CIRCUITS SHALL BE #12 AWG

SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE

CONDUIT - HOME RUN TO PANEL, TERMINAL CABINET, ETC.

3

E2.1

11

3

MODEL:

CSFM:

MODEL:

CSFM:

ADDRESSABLE MODULE

RELAY MODULERM

AM

SYSTEM SENSOR M500M

7300-1653:0103

SYSTEM SENSOR M500R

7300-1653:0103

(E)

GENERAL NOTES CONT'D

AE. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHOULD HAVE A

SOUND LEVEL OF NOT LESS THAN 75 dBA AT 10 FEET OR MORE THAN 110 dBA AT THE

MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. (2010 NFPA 72

SECTION18.4)

AF. SMOKE DETECTORS SHALL NOT BE ANY CLOSER THAN 1' FROM FIRE SPRINKLERS OR 3'

FROM ANY SUPPLY DIFFUSER. IN AREA OF CONSTRUCTION OR POSSIBLE

DAMAGE/CONTAMINATION ON NEWLY INSTALLED FIRE ALARM DEVICES SHALL BE

COVERED UNTIL THAT AREA IS READY TO BE TURNED OVER TO THE OWNER.

AG. THE INSTALLING CONTRACTOR SHALL PROVIDE SYSTEM PROGRAMMING FOR

SUPERVISORY MONITORING PER CBC SECTION 901.6.2.

AH. DSA, ARCHITECT AND ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO

THE FINAL INSPECTION AND/OR TESTING.

AI. FINAL FIRE ALARM TEST SHALL BE MADE WITH THE DSA INSPECTOR OF RECORD (IOR).

LOCAL FIRE AUTHORITY SHALL BE NOTIFIED OF DATE AND TIME OF FINAL FIRE ALARM

TESTING AND SHALL ASSIST/WITNESS SUCH TESTING AT THEIR DISCRETION.

AJ. SUPERVISORY MONITORING SHALL BE TESTED AND VERIFIED AS SENDING CORRECT

SIGNALS IN CONJUNCTION WITH FINAL ACCEPTANCE TEST.

AK. FIRE ALARM CONTRACTOR SHALL PROVIDE A "RECORD OF COMPLETION" TO THE OWNER,

ARCHITECT AND INSPECTOR OF RECORD (IOR)/DSA AFTER COMPLETION OF OPERATIONAL

ACCEPTANCE TESTS. (2013 NFPA 72 SECTION 10.18.2.1.2.4)

AL. OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING A FIRE ALARM MONITORING

CONTRACT OR PROVISIONS. THE SUPERVISORY STATION SHALL BE LISTED AS EITHER

UUFX OR UUJS BY UNDERWRITERS LABORATORIES OR SHALL MEET THE REQUIREMENTS

OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 3011.

F0.01 GENERAL INFORMATION - FIRE ALARM

F2.01 FLOOR PLAN - FIRE ALARM

DRAWING INDEX




AC FLS SS

DATE

RENEWALDATE

A RC H IT ECTL I C

E NS E D

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


LOS MEDANOS

COLLEGE



08.24.2015

985-0007

MODULAR BID

PACKAGE

GENERAL INFORMATION

FIRE ALARM

F0.01

INTERVIEW

104

EOC

102

LOBBY

101

DISPATCH/

RECEPTION

122

LOST &

FOUND

110

EVIDENCE

STORAGE

108

IT

106

RECORDS

109

MEN

114

WOMEN

116

CORPORAL

120

BREAK

ROOM

119

PARKING

OFFICER

118

RESTROOM

115

PREBOOKING

/

BOOKING

113

LIEUTENANT

121

PATROL

/

REPORT

111

RESTROOM

117

STORAGE

103

POLICE

AIDE

EQUIP

112

HALL

107

1 1

A D

3 3

4 4

5 5

6 6

7 7

8 8

ELEC

105

2 2

B C E

5.8 5.8

AR

EA

R

EQ

UIR

IN

G C

OO

RD

IN

AT

IO

N W

IT

H S

IT

E B

UIL

T

C.1 D.9

1.1 1.1

3.8 3.8

5.6 5.6

3.4 3.4

CANOPY ABOVE, TYP

NOT IN SCOPE

S

S

S

H

C

S H

C

H

C

H

C

S H

C

S H

C

S H

C

S H

C

S H

C

S H

C

S H

C

S H

C S H

C

S H

C

S

F

F

F

F F

F

F

F

F

F

F

F

F

F

S H

C

SS

S

F

FIRE ALARM DEVICES ARE OUTSIDE THE SCOPE OF THE MODULAR MANUFACTURER.

DEVICES SHOWN ARE FOR REFERENCE ONLY. MODULAR MANUFACTURER SHALL

PROVIDE PATHWAYS AND BOXES FOR DEVICES TO BE PROVIDED BY OTHERS.

FIRE ALARM SCOPE

1. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY SIDE

DUCT OF MECHANICAL EQUIPMENT. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS. PROVIDE

ACCESS DOORS WHERE REQUIRED TO ALLOW ACCESS

TO DUCT SMOKE DETECTOR FOR MAINTENANCE. SEE

MECHANICAL DRAWINGS FOR CONNECTIONS TO

MECHANICAL EQUIPMENT.

A. CONNECT REMOTE NOTIFICATION POWER SUPPLIES TO

FIRE ALARM CONTROL PANEL WITH TWO (2) #14 AWG,

UNLESS OTHERWISE NOTED.

B. ALL DETECTION CIRCUITS SHALL USE TWO (2) #16AWG,


C. SEE VOLTAGE DROP CALCULATIONS FOR NOTIFICATION

CIRCUIT CABLE QUANTITY AND SIZE.

D. IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS

CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL

EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.

REFER TO ARCHITECTS PAINTING SECTION FOR

REQUIREMENTS.

E. ALL INTERIOR FIRE ALARM CONDUIT SHALL BE 3/4",


F. SEE DETAILS FOR MOUNTING REQUIREMENTS OF FIRE

ALARM DEVICES.

G. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0"

OF FIRE RATED OR AREA SEPARATION WALLS. VERIFY

EXACT LOCATIONS OF THESE WALLS WITH

ARCHITECTURAL DRAWINGS.

H. MAINTAIN ALL SPACING AND PENETRATION

REQUIREMENTS THROUGH FIRE RATED OR AREA

SEPARATION WALLS. VERIFY EXACT LOCATIONS OF

THESE WALLS WITH ARCHITECTURAL DRAWINGS.

I. CONNECT ALL DUCT SMOKE DETECTORS, MAGNETIC

DOOR HOLDERS, ROLLING SMOKE DOORS AND FIRE

SMOKE DAMPERS TO FACP. PROVIDE POWER SUPPLY

AND 120V/24V TRANSFORMERS AS REQUIRED. SEE

WIRING DIAGRAM.

J. PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW

ACCESS TO ABOVE CEILING HEAT DETECTORS FOR

MAINTENANCE.

K. HEAT DETECTORS MOUNTED BELOW CEILING SHALL BE

135°F COMBINATION FIXED TEMPERATURE RATE OF RISE,

UNLESS OTHERWISE NOTED. HEAT DETECTORS

MOUNTED ABOVE CEILING SHALL BE HIGH FIXED

TEMPURATURE, UNLESS OTHERWISE NOTED.

GENERAL NOTES

#

SHEET NOTES




AC FLS SS

DATE

RENEWALDATE

A R C H ITECTLI

CE NS E D

CALI FORNI A

STATE OF

C-31285

5-31-2015

SHEET NO:

DATE:

PROJECT NO:







ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


LOS MEDANOS

COLLEGE



08.24.2015

985-0007

MODULAR BID

PACKAGE

FLOOR PLAN -

FIRE ALARM

F2.01

1

FLOOR PLAN - FIRE ALARM

1/4" = 1'-0"

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