Download pdf - O INTERIOR IMPROVEMENTS - Purchasing · cmu concrete masonry unit co clean out col column conc concrete conn connector or connection constr construction cont continuous contr contractor

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PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:

MARK DATE

G-000

RVC.084 JOSE DELEON

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5/4/2015 1ST ROUND PLAN CHECK SUBMITTAL

4/29/2015 JOSE DELEON

CONSULTANTS

6/4/2015 1ST ROUND PLAN CHECK RE-SUBMITTAL

HOLTARCHITECTURE

70-225 Highway 111, Suite DRancho Mirage, CA 92270

760/328.5280

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INTERIOR IMPROVEMENTSFOR

4069 COUNTY CIRCLE DRIVE, RIVERSIDE , CA 92503

WWW.HOLTARCHITECTS.NET

PUBLIC HEALTHADMINISTRATION BUILDING

SUITES 102, & 103

RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY

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A.C.T. ACOUSTICAL CEILING TILEA.T. ACOUSTICAL TILEA/C AIR CONDITIONERAB ANCHOR BOLTAC ASPHALTIC CONCRETEACOUST ACOUSTICALACP ASPHALTIC CONCRETE PAVINGAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADAAG AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINESADJ ADJUSTABLE/ADJACENTAFF ABOVE FINISH FLOORAGGR AGGREGATEALUM ALUMINUMAPPROX APPROXIMATEARCH. ARCHITECTARCH'L ARCHITECTURALATC ACOUSTICAL TILE CEILING

B.O. BOTTOM OFB.O.B. BOTTOM OF BEAMB.O.H. BOTTOM OF HEADERB.O.S. BOTTOM OF STEELBCR BEGINNING CURB RETURNBD BOARDBFF BELOW FINISH FLOORBI BUILT-INBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM OR BENCHMARKBRZE BRONZEBSL BUILDING SETBACK LINEBTM BOTTOMBUR BUILT-UP ROOF

C/C CENTER TO CENTERCA CALIFORNIACAB CABINETCB CATCH BASIN (CIVIL)CB COLUMN BASE (STRUCTURAL & ARCHITECTURAL)

CBC CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS)

CC COLUMN CAPCCR CALIFORNIA CODE OF REGULATIONSCD CEILING DIFFUSERCEC CALIFORNIA ENERGY COMMISSIONCER CERAMICCF CUBIC FOOT OR CUBIC FEETCFM CUBIC FEET PER MINUTECFR CODE OF FEDERAL REGULATIONSCJ CONTROL JOINTCL CLOSETCLG CEILINGCLKG CAULKINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTOR OR CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCRT MONITORCT CERAMIC TILECTV CABLE TELEVISIONCU CUBICCW COLD WATER

D.O. DOOR OPENINGDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPOSALDN DOWNDR DOORDRYWL DRYWALLDSA DIVISION OF THE STATE ARCHITECTDW DISHWASHERDWG DRAWING

(E) EXISTINGEA EACHEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEC'L ELECTRICALELEV ELEVATOREMERG EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXT EXTERIOR

FAU FORCED AIR UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFIN FINISHFIX FIXEDFIXT FIXTUREFL FLOW LINEFLR FLOORFLUOR FLUORESCENTFOB FACE OF BLOCKFOC FACE OF CONCRETE OR FACE OF CURBFOS FACE OF STUDFOSH FACE OF SHEATHINGFRP FIBER REINFORCED PLASTICFS FINISH SURFACEFT FOOT, FEETFTG FOOTING

GA GAUGEGAL GALLONGALV GALVANIZEDGD GARBAGE DISPOSALGFCI GROUND-FAULT CIRCUIT-INTERRUPTERGFI GROUND-FAULT CIRCUIT-INTERRUPTERGLB GLUE LAMINATED BEAMGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GRADEGYP BD GYPSUM BOARD

HB HOSE BIBHC HOLLOW COREHD HOLD DOWNHDW HARDWAREHM HOLLOW METALHMD HOLLOW METAL DOORHMF HOLLOW METAL FRAMEHMW HOLLOW METAL WINDOWHORIZ HORIZONTALHT HEIGHTHTR HEATERHVAC HEATING, VENTILATION, & AIR CONDITIONINGHW HOT WATER

I.D. INSIDE DIAMETERICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALSID IDENTIFICATIONINCAND INCANDESCENTINCL INCLUDEDINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITORJT JOINT

KIT KITCHEN

L.B. LAG BOLTLAM LAMINATE OR LAMINATEDLAV LAVATORYLB POUNDLT LIGHTLTG LIGHTING

MAX MAXIMUMMC MEDICINE CABINETMECH MECHANICALMFR MANUFACTURERMFR'S MANUFACTURER'SMGMT MANAGEMENTMGR MANAGERMH MANHOLEMICRO MICROWAVE OVENMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTD MOUNTEDMTL METALMTR METERMUL MULLION

(N) NEWNEC NATIONAL ELECTRIC CODENIC NOT IN CONTACTNOM NOMINALNTS NOT TO SCALEO.D. OUTSIDE DIAMETEROC ON CENTEROF OVERFLOWOFC OFFICEOPNG OPENINGOPP OPPOSITE

P PLANTER OR PLANTING AREAPART PARTITIONPB POST BASEPC POST CAPPCC PORTLAND CEMENT CONCRETEPE PAD ELEVATIONPEJ PLASTER EXPANSION JOINTPH PHONEPLAM LAMINATED PLASTICPLAS PLASTERPLYWD PLYWOODPOC POINT OF CONNECTIONPOLY POLYETHYLENEPSF POUNDS PER SQUARE FOOT OR FEETPSI POUND PER SQUARE INCHPT PORCELAIN TILEPTN PARTITIONPUE PUBLIC UTILITY EASEMENT

QT QUARRY TILEQTY QUANTITY

R RADIUSRB RUBBER BASERD ROOF DRAINRD/OF ROOF DRAIN AND OVERFLOWREDWD REDWOODREF REFERENCEREFR REFRIGERATORREFRIG REFRIGERATORREINF REINFORCEMENTREQ REQUIREDRFF REFERENCE FINISH FLOORRM ROOMRO ROUGH OPENINGRT RESILIENT TILE

S STORAGESC SOLID CORESCE SOUTHERN CALIFORNIA EDISONSCH SCHEDULESEC SECTIONSEC'Y SECRETARYSF SQUARE FOOT OR FEETSFM STATE FIRE MARSHALLSHT SHEETSIM SIMILARSPEC SPECIFICATIONSPECS SPECIFICATIONSSQ SQUARESQ FT SQUARE FOOT OR FEETSS STAINLESS STEELSTA STATIONSTD STANDARDSTO STORAGESTOR STORAGESTR'L STRUCTURALSTRUCT STRUCTURESTRUCT'L STRUCTURALSUSP SUSPENDED

T TOILET ROOMT&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O. TOP OFT.O.C. TOP OF CONCRETET.O.F. TOP OF FRAMINGT.O.P. TOP OF PARAPETT.O.R. TOP OF ROOFT.O.S. TOP OF STEELT.O.W. TOP OF WALLT24 TITLE 24 CALIFORNIA CODE REQUIREMENTSTC TOP OF CURB OR CONCRETETEL TELEPHONETF TOP OF FOOTINGTG TONGUE AND GROOVETHK THICKTNG TONGUE AND GROOVETP TOP OF PAVEMENTTPD TOILET PAPER DISPENSERTR TOP OF ROOFTS TUBULAR STEELTV TELEVISIONTW TOP OF WALLTYP TYPICAL

U/C UNDER COUNTERUBC UNIFORM BUILDING CODEUFC UNIFORM FIRE CODEUMC UNIFORM MECHANICAL CODEUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDUPC UNIFORM PLUMBING CODEUR URINAL

V VINYLVCT VINYL COMPOSITION TILE

W/ WITHW/O WITH OUTWC WATER CLOSET (TOILET)WD WOODWH WATER HEATERWI WROUGHT IRONWP WEATHER PROOF

XERIS XERISCAPING

YD YARD

A.C.T. ACOUSTICAL CEILING TILEA.T. ACOUSTICAL TILEA/C AIR CONDITIONERAB ANCHOR BOLTAC ASPHALTIC CONCRETEACOUST ACOUSTICALACP ASPHALTIC CONCRETE PAVINGAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADAAG AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINESADJ ADJUSTABLE/ADJACENTAFF ABOVE FINISH FLOORAGGR AGGREGATEALUM ALUMINUMAPPROX APPROXIMATEARCH. ARCHITECTARCH'L ARCHITECTURALATC ACOUSTICAL TILE CEILING

B.O. BOTTOM OFB.O.B. BOTTOM OF BEAMB.O.H. BOTTOM OF HEADERB.O.S. BOTTOM OF STEELBCR BEGINNING CURB RETURNBD BOARDBFF BELOW FINISH FLOORBI BUILT-INBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM OR BENCHMARKBRZE BRONZEBSL BUILDING SETBACK LINEBTM BOTTOMBUR BUILT-UP ROOF

C/C CENTER TO CENTERCA CALIFORNIACAB CABINETCB CATCH BASIN (CIVIL)CB COLUMN BASE (STRUCTURAL & ARCHITECTURAL)

CBC CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS)

CC COLUMN CAPCCR CALIFORNIA CODE OF REGULATIONSCD CEILING DIFFUSERCEC CALIFORNIA ENERGY COMMISSIONCER CERAMICCF CUBIC FOOT OR CUBIC FEETCFM CUBIC FEET PER MINUTECFR CODE OF FEDERAL REGULATIONSCJ CONTROL JOINTCL CLOSETCLG CEILINGCLKG CAULKINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTOR OR CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCRT MONITORCT CERAMIC TILECTV CABLE TELEVISIONCU CUBICCW COLD WATER

D.O. DOOR OPENINGDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPOSALDN DOWNDR DOORDRYWL DRYWALLDSA DIVISION OF THE STATE ARCHITECTDW DISHWASHERDWG DRAWING

(E) EXISTINGEA EACHEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEC'L ELECTRICALELEV ELEVATOREMERG EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXT EXTERIOR

FAU FORCED AIR UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFIN FINISHFIX FIXEDFIXT FIXTUREFL FLOW LINEFLR FLOORFLUOR FLUORESCENTFOB FACE OF BLOCKFOC FACE OF CONCRETE OR FACE OF CURBFOS FACE OF STUDFOSH FACE OF SHEATHINGFRP FIBER REINFORCED PLASTICFS FINISH SURFACEFT FOOT, FEETFTG FOOTING

GA GAUGEGAL GALLONGALV GALVANIZEDGD GARBAGE DISPOSALGFCI GROUND-FAULT CIRCUIT-INTERRUPTERGFI GROUND-FAULT CIRCUIT-INTERRUPTERGLB GLUE LAMINATED BEAMGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GRADEGYP BD GYPSUM BOARD

HB HOSE BIBHC HOLLOW COREHD HOLD DOWNHDW HARDWAREHM HOLLOW METALHMD HOLLOW METAL DOORHMF HOLLOW METAL FRAMEHMW HOLLOW METAL WINDOWHORIZ HORIZONTALHT HEIGHTHTR HEATERHVAC HEATING, VENTILATION, & AIR CONDITIONINGHW HOT WATER

I.D. INSIDE DIAMETERICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALSID IDENTIFICATIONINCAND INCANDESCENTINCL INCLUDEDINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITORJT JOINT

KIT KITCHEN

L.B. LAG BOLTLAM LAMINATE OR LAMINATEDLAV LAVATORYLB POUNDLT LIGHTLTG LIGHTING

MAX MAXIMUMMC MEDICINE CABINETMECH MECHANICALMFR MANUFACTURERMFR'S MANUFACTURER'SMGMT MANAGEMENTMGR MANAGERMH MANHOLEMICRO MICROWAVE OVENMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTD MOUNTEDMTL METALMTR METERMUL MULLION

(N) NEWNEC NATIONAL ELECTRIC CODENIC NOT IN CONTACTNOM NOMINALNTS NOT TO SCALEO.D. OUTSIDE DIAMETEROC ON CENTEROF OVERFLOWOFC OFFICEOPNG OPENINGOPP OPPOSITE

P PLANTER OR PLANTING AREAPART PARTITIONPB POST BASEPC POST CAPPCC PORTLAND CEMENT CONCRETEPE PAD ELEVATIONPEJ PLASTER EXPANSION JOINTPH PHONEPLAM LAMINATED PLASTICPLAS PLASTERPLYWD PLYWOODPOC POINT OF CONNECTIONPOLY POLYETHYLENEPSF POUNDS PER SQUARE FOOT OR FEETPSI POUND PER SQUARE INCHPT PORCELAIN TILEPTN PARTITIONPUE PUBLIC UTILITY EASEMENT

QT QUARRY TILEQTY QUANTITY

R RADIUSRB RUBBER BASERD ROOF DRAINRD/OF ROOF DRAIN AND OVERFLOWREDWD REDWOODREF REFERENCEREFR REFRIGERATORREFRIG REFRIGERATORREINF REINFORCEMENTREQ REQUIREDRFF REFERENCE FINISH FLOORRM ROOMRO ROUGH OPENINGRT RESILIENT TILE

S STORAGESC SOLID CORESCE SOUTHERN CALIFORNIA EDISONSCH SCHEDULESEC SECTIONSEC'Y SECRETARYSF SQUARE FOOT OR FEETSFM STATE FIRE MARSHALLSHT SHEETSIM SIMILARSPEC SPECIFICATIONSPECS SPECIFICATIONSSQ SQUARESQ FT SQUARE FOOT OR FEETSS STAINLESS STEELSTA STATIONSTD STANDARDSTO STORAGESTOR STORAGESTR'L STRUCTURALSTRUCT STRUCTURESTRUCT'L STRUCTURALSUSP SUSPENDED

T TOILET ROOMT&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O. TOP OFT.O.C. TOP OF CONCRETET.O.F. TOP OF FRAMINGT.O.P. TOP OF PARAPETT.O.R. TOP OF ROOFT.O.S. TOP OF STEELT.O.W. TOP OF WALLT24 TITLE 24 CALIFORNIA CODE REQUIREMENTSTC TOP OF CURB OR CONCRETETEL TELEPHONETF TOP OF FOOTINGTG TONGUE AND GROOVETHK THICKTNG TONGUE AND GROOVETP TOP OF PAVEMENTTPD TOILET PAPER DISPENSERTR TOP OF ROOFTS TUBULAR STEELTV TELEVISIONTW TOP OF WALLTYP TYPICAL

U/C UNDER COUNTERUBC UNIFORM BUILDING CODEUFC UNIFORM FIRE CODEUMC UNIFORM MECHANICAL CODEUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDUPC UNIFORM PLUMBING CODEUR URINAL

V VINYLVCT VINYL COMPOSITION TILE

W/ WITHW/O WITH OUTWC WATER CLOSET (TOILET)WD WOODWH WATER HEATERWI WROUGHT IRONWP WEATHER PROOF

XERIS XERISCAPING

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THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES:

2013 CALIFORNIA ADMINISTRATIVE CODE (CAC)PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

2013 CALIFORNIA BUILDING CODE (CBC)PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)(2009 INTERNATIONAL BUILDING CODE (ICB) W/ CALIFORNIA AMENDMENTS)

2013 CALIFORNIA ELECTRICAL CODE (CEC)PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)(2008 NATIONAL ELECTRICAL CODE (NEC) W/ CALIFORNIA AMENDMENTS)

2013 CALIFORNIA MECHANICAL CODE (CMC)PART 4, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)(2009 UNIFORM MECHANICAL CODE (UMC) W/ CALIFORNIA AMENDMENTS)

2013 CALIFORNIA PLUMBING CODE (CPC)PART 5, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)(2009 UNIFORM PLUMBING CODE (UPC) W/ CALIFORNIA AMENDMENTS)

2013 CALIFORNIA FIRE CODE (CFC)PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)(2009 INTERNATIONAL FIRE CODE (IFC) W/ CALIFORNIA AMENDMENTS)

2013 CALIFORNIA ENERGY CODEPART 6, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

2013 CALIFORNIA EXISTING BUILDING CODE (CEBC)PART 10, TITLE 24, CALIFORNIA OF REGULATIONS (CCR)(2009 INTERNATIONAL EXISTING CODE (IEBC))

2013 CALIFORNIA REFERENCED STANDARD CODEPART 12, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

AMERICANS WITH DISABILITIES ACT (ADA)TITLE II - ACCESSIBLITY GUDELINES FORBUILDINGS AND FACILITES (ADAG)1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO DATE

CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA ACCESSIBLITY STANDARDSCALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19

KEYNOTE

DETAIL

A410

A200

1

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A500

A300 SECTION

9.03

A1

A1

A1

A1

OR WORK POINT, CONTROL POINT, DATUM POINTOR PROPERTY CORNER.

MATCH LINE SHADED PORTION IS THE SIDECONSIDERED

ROOM NUMBER

SHEAR PANEL20

100

1

REVISION CLOUD AND MARKER

COLUMN / GRID LINELETTERS HORIZONTAL OR VERTICALNUMBERS OPPOSITE DIRECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

DOOR MARKER

WINDOW MARKER

E100

A

A. SUBMIT SHOP DRAWINGS AND ENGINEERING CALCULATIONS FOR CONSTRUCTION AND INSTALLATION TO THE ARCHITECT PRIOR TO SUBMITTING TO LOCAL FIRE AUTHORITY FOR APPROVAL.

B. SUBMITTED DRAWINGS AT TIME OF DEFERRED SUBMITTAL APPROVAL SHALL INCLUDE ALL FLOOR PLANS, CROSS SECTIONS, ELEVATION HIEGHTS OF ALL MAIN LINES TO INDICATE PLACEMENT WITHIN APPROVED BUILDING.

C. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ALL TRADES FOR PREPARING THIER SHOP DRAWINGS SO TO MINIMIZE CONFLICTS DURIN INSTALLATION. OWNER WILL NOT BE HELD RESPONSIBLE FOR ANY NEGLIGENCE BY THE CONTRACTOR FOR FAILING TO COORDINATE WITH OTHER TRADES.

A. SUBMIT SHOP DRAWINGS FOR CONSTRUCTION AND INSTALLATION TO THE ARCHITECT FOR REVIEW, PRIOR TO SUBMITTING TO LOCAL BUILDING AUTHORITY FOR APPROVAL

B. SUBMITTED DRAWINGS AT TIME OF DEFERRED SUBMITTAL APPROVAL SHALL INCLUDE ALL FLOOR PLANS, CROSS SECTIONS, ELEVATION HIEGHTS OF EQUIPMENT TO INDICATE PLACEMENT WITHIN APPROVED BUILDING.

A. CONTRACTOR SHALL LAYOUT LOCATIONS OF FIRE SPRINKLER LINES WITH COLORED CHALK LINES AND RECONCILE ANY CONFLICTS WITH OTHER TRADES PRIOR TO COMMENCING WORK.

AUTOMATIC FIRE SUPPRESSION SYSTEM

FIRE ALARM SYSTEM:

SEQUENCE OF WORK FOR FIRE SRINKLER VENDOR:

OWNER REPRESENTATIVE:RIVERSIDE COUNTY EDA

3403 10TH STREETRIVERSIDE, CA 92501PH 951-955-8764FAX 951-955-4890CONTACT: REBECCA TSAGRIS

ARCHITECT:HOLT ARCHITECTS, INC.

70-225 HIGHWAY 111 SUITE DRANCHO MIRAGE, CA 92270PH 760-328-5280FAX 760-328-5281CONTACT: JOSE DELEON

PROJECT SUMMARY:PROJECT SCOPE OF WORK DISCRIPTIONPROJECT CONSIST OF A INTERIOR REMODEL OF THE EXISTING AREASON THE FIRST FLOOR OF THE BUILDING. SCOPE OF WORK WILL INCLUDE THE INTERIOR TENANT IMPROVEMENTS OF EXISTINGSUITES 102 & 103 AS INDICATED BY THE SCOPE OF WORK LINE.

BUILDING TYPEA. EXISTING OCCUPANCY TYPE: B - BUSINESS

(NO CHANGE TO EXISTING APPROVED USE AND OCCUPANCY TYPES)

B. EXISTING CONSTRUCTION TYPE: TYPE = II CONSTRUCTION (NO CHANGE TO EXISTING APPROVED CONSTRUCTION TYPE)

D. REMODELED AREA (SCOPE OF WORK)SUITE FLOOR AREA 3,005 SF

E. EXISTING BUILING / SUITE HAS AN APPROVED FIRE SPRINKLER SYSTEMMODIFICATION TO EXISTING FIRE SPRINKLER SYSTEM WILLBE A DEFERRED APPROVAL.

F. EXISTING BUILDING / SUITE HAS AN APPROVED FIRE ALARM SYSTEMMODIFICATION TO EXSITING FIRE ALARM SYSTEM WILL BE A DEFERRED APPROVAL.

Map data ©2015 Google 500 ft

9685 Hayes StRiverside, CA 9250333.920018, -117.451256 Street View

Page 1 of 1Google Maps

4/30/2015https://www.google.com/maps/@33.9144309,-117.4597447,16z

GENERALG-000 TITLE SHEET

G-100 CODE ANALYSIS FLOOR PLAN

G-110 SIGNAGE PLAN

ARCHITECTURALD-100 DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN

A-010 DOOR & WINDOW SCHEDULES AND ELEVATIONS

A-100 EXISTING OVERALL FLOOR PLAN - REFERENCE ONLY

A-101 ENLARGED FLOOR PLAN

A-110 REFLECTED CEILING PLAN

A-400 FINISH PLAN & INTERIOR ELEVATIONS

A-500 TYPICAL WALL FRAMING DETAILS

A-501 TYPICAL WALL FRAMING DETAILSA-511 SUSPENDED ACOUSTICAL CEILING NOTES AND DETAILS

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD, PRIOR TO STARTING WORK. CONTRACTORS SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES

2. ALL DISCREPANCIES SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION OF WORK.

3. BUILDING DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF SHEATHING, OR CENTERLINE OF COLUMN OR WALL UNLESS NOTED OTHERWISE.

4. CONSTRUCTION SHALL NOT VIOLATE ANY SECTION OF APPLICABLE BUILDING CODE OR STATE OR LOCAL ORDINANCES.

5. BRACING AND TEMPORARY SUPPORTS SHALL BE PROVIDED AS REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL CONSTRUCTION LOADS.

6. CONTRACTOR SHALL ERECT BARRIERS AS NECESSARY TO PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES DURING THE CONSTRUCTION PERIOD.

7. BUILDINGS AND SITE SHALL BE ACCESSIBLE PER T24 CCR. SIGNAGE SHALL BE PROVIDED USING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (#1590 IN FEDERAL STANDARD 599b) AS REQUIRED ALONG ACCESSIBLE ROUTES TO ACCESSIBLE ENTRANCES. SIGNAGE SHALL ALSO BE INCLUDED AT EACH ACCESSIBLE ENTRANCE, PROVIDE ADDITIONAL SIGNAGE PER THE ACCESSIBLE SIGNAGE DETAIL, TYPICAL DETAIL SHEET.

8. ALL WORK SHALL COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

9. FIRE EXTINGUISHERS SHALL BE PLACED AS REQUIRED BY THE FIRE MARSHALL FIRE EXTINGUISHERS SHALL BE PLACED IN FIRE EXTINGUISHER CABINETS. INSTALL PORTABLE FIRE EXTINGUISHERS PER NFPA PAMPHLET #2, BUT NOT LESS THAN 210BC IN RATING. CABINETS SHALL BE RECESSED OR SEMI-RECESSED.

10. ALL ELECTRICAL, CABLE TV, AND TELEPHONE WIRES SHALL BE UNDERGROUND.

11. DESIGNATED LANES (BUILDING ACCESS) SHALL REMAIN UNOBSTRUCTED AND PERMANENTLY MAINTAINED.

12. CONTRACTOR TO PROVIDE 6' SAFETY BARRIER WITH WIND SCREEN AROUND PERIMETER OF ALL CONSTRUCTION.

13. ALL DOORS, WINDOWS, AND OTHER JOINTS IN THE EXITERIOR WALLS OF CLIMATE CONTROLLED SPACES SHALL BE FULLY INSULATED


15. WATER CLOSET CONTROLS SHALL BE OPERABLE WITH SINGLE EFFORT CONTROLS. CONTROLS SHALL BE LOCATED OPPOSITE THE GRAB BAR WALL

16. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A CHANGE ORDER APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

17. A PROJECT INSPECTOR EMPLYED BY THE COUNTY OF RIVERSIDE ECONOMIC DEVELOPMENT AGENCY (OWNER REPRESENITIVE). THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR; CLASS_______

18. SEE C.F.C. ART. 87 FOR FIRE SAFETY DURING CONSTRUCTION.

ABBREVIATIONS GRAPHIC SYMBOLS GENERAL NOTES

CODES

SHEET INDEXPROJECT DIRECTORY

DEFERRED APPROVALS

PROJECT SUMMARY

R I V E R S I D E C O U N T Y E C O N O M I C D E V E L O P M E N T A G E N C Y

I N T E R I O R I M P R O V E M E N T SF O R

4 0 6 9 C O U N T Y C I R C L E D R I V E , R I V E R S I D E , C A 9 2 5 0 3

VICINITY MAP

P U B L I C H E A L T HA D M I N I S T R A T I O N B U I L D I N G

SUITES 102, & 103

COUNTY FIRE DEPARTMENT CONDITIONS OF APPROVAL

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2nd PLAN REVIEW 06/08/15

JRossman

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PLANS REC'D 06/03/15

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ACCEPTED

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RVC.084 JOSE DELEON

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

CODE ANALYSIS FLOORPLAN

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SUITES 102, & 103


7

2

2

2

2

90 sq ft

114 sq ft

605 sq ft

112 sq ft

78 sq ft

227 sq ft

156 sq ft

112 sq ft 115 sq ft

48"

30"

126 sq ft

979 sq ft

219 sq ft

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE

(E) OFFICE (E) OFFICE

(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA

(E) MAIN LOBYNOT A PART OF SCOPE OF WORK

(E) STAIRWELLNOT A PART OF

SCOPE OF WORK

LIMIT OF SCOPE OF WORK

SU

ITE

102

LIMIT OF SCOPE OF WORKLIMIT OF SCOPE OF WORK

LIM

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EXISTING SUITENOT A PART OF SCOPE OF WORK


(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM

(E) CUBICLE (E) CUBICLE (E) CUBICLE


(E) CUBICLE(E) CUBICLE


(E) CUBICLE

(E) CUBICLE

(E) CUBICLE

(E) CUBICLE

(E) SYSTEM FURNITURE

(E) SYSTEM FURNITURE (E) SYSTEM FURNITURE


LOAD = 2

LOAD = 2 LOAD = 2

LOAD = 2

100

101

102

103

106

111

110

109

108

107

104 105

LOAD = 1

LOAD = 10

LOAD = 15

LOAD = 1

LOAD = 2

LOAD = 7

LOAD = 11

LOAD = 2

SU

ITE

103

SUITE 102EXIT

SUITE 103EXIT

SUITE 102EXIT

F.E.C.

NEW EXIT SIGNS TO MATCH EXISTING

SEMI-RECESSED FIRE EXTINGUISHER CABINETSWITH SIGNAGE PER NFPA 75-8.3 SEE DETAIL A12/G-000

PATH OF EGRESS & EXIT ACCESS TRAVEL DISTANCE50'-0"

TYPICAL CLEAR AREA REQUIRED AT DOORSREFER TO DETAIL A15 ON SHEET G-100NOTE: ONLY REQUIRED OF DOOR IS EQUIPEDWITH A CLOSER AND LATCH

TYPICAL CLEAR AREA REQUIRED AT COUNTERREFER TO DETAIL D12 ON SHEET G-100

EXISTING EXIT SIGNS TO REMAIN

24" 48" MAX.

5/8" TYPE "X"GYP. BDBOTH SIDES

RECESSED FIREEXTINGUISHER CABINET

FRAMING PER. PLAN

CA

BIN

ET

(VE

RIF

Y W

/SU

BM

ITTA

L)

1. IN 4" WALL, FIRE EXTINGUISHER CABINET TO BE SEMI-RECESSED W/2" ROUNDED TRIM.

2. CONFORM TO ALL REQUIREMENTS OF #10 NFPA, TITLE 19 CCR & LOCAL FIRE MARSHALL REQUIREMENTS.

NOTE:

SECOND LAYER 5/8" TYPE "X"GYP. BD. LINING RECESS AT FIRE RATEDCONTRUCTION

60" M

IN.

48" M

IN.

24" MIN. CLEAR ATEXTERIOR DOORS

18" MIN. CLEAR ATINTERIOR DOORS

PROVIDE 12" MIN. CLEARAT DOOR W/ BOTH LATCHAND CLOSER

2% MAX. SLOPE IN ANYDIRECTION

PULL SIDE

PUSH SIDE









10. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER UBC 1003.3.1.8. UBC 1003.3.1.8 EXCEPTION #1 CAN BE USED IN PORTIONS OF BUILDINGS SERVING; B, F, AND M OCCUPANCIES.









10. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER UBC 1003.3.1.8. UBC 1003.3.1.8 EXCEPTION #1 CAN BE USED IN PORTIONS OF BUILDINGS SERVING; B, F, AND M OCCUPANCIES.

ROOM# NAME SQ FT FUNCTION OF SPACE (PER CBC 2013 TABLE 1004.1.2)

FLOOR AREA PER

OCCUPANT

LOAD

100 (E) OFFICE 156 BUSINESS AREA 100 GROSS 2

101 (N) STORAGE ROOM 227 ACCESSORY STORAGE AREA 300 GROSS 1

102 (E) OPEN OFFICE (SUITE 102) 984 BUSINESS AREA 100 GROSS 10

103 (E) WAITING AREA 213 ASSEMBLY - UNCONCENTRATED 15 NET 15



106 (E) INTERVIEW ROOM 126 BUSINESS AREA 100 GROSS 2

33

107 (E) STORAGE AREA 90 ACCESSORY STORAGE AREA 300 GROSS 1

108 (E) OFFICE 114 BUSINESS AREA 100 GROSS 2109 (E) OPEN OFFICE (SUITE 103) 605 BUSINESS AREA 100 GROSS 7110 (E) WAITING AREA 151 ASSEMBLY - UNCONCENTRATED 15 NET 11111 (N) INTERVIEW ROOM 112 BUSINESS AREA 100 GROSS 2

23TOTAL

SUITE OCCUPANT LOAD

TOTAL

SUITE 102

SUITE 103

NUMBER OF EXITS

ACTUAL

# NAME LOAD EGRESS WIDTH PER OCCUPANT SERVED

(PER 1005.1)

INCHES REQ'D

REQ'D PER CBC

1015.2.1

ACTUAL ALLOWED PER CBC

1016.1

ACTUAL SEE NOTE #

100 (E) OFFICE 2 0.2 0.40 36 1 N/A N/A 300' N/A 2

101 (N) STORAGE ROOM 1 0.2 0.2 36 1 N/A N/A 300' N/A 2

102 (E) OPEN OFFICE (SUITE 102) 10 0.2 2.00 36 1 N/A N/A 300' N/A 2

103 (E) WAITING AREA 15 0.2 3.00 36 1 N/A N/A 300' N/A 2

104 (E) OFFICE 1 0.2 0.20 36 1 N/A N/A 300' N/A 2

105 (E) OFFICE 1 0.2 0.20 36 1 N/A N/A 300' N/A 2

106 (E) INTERVIEW ROOM 1 0.2 0.20 36 1 N/A N/A 300' N/A 2

107 (E) STORAGE AREA 1 0.2 0.20 36 1 N/A N/A 300' N/A 2

108 (E) OFFICE 2 0.2 0.40 36 1 N/A N/A 300' N/A 2

109 (E) OPEN OFFICE (SUITE 103) 7 0.2 1.40 36 1 N/A N/A 300' N/A 2

110 (E) WAITING AREA 11 0.2 2.20 36 1 N/A N/A 300' N/A 2

111 (N) INTERVIEW ROOM 2 0.2 0.40 36 1 N/A N/A 300' N/A 2

1. REFER TO PLANS FOR SEPARATION OF EXITS REQUIRED AND ACTUAL

SEPARATION OF EXITS MAXIMUM TRAVEL DISTANCE

NOTES:

2. REFER TO PLANS FOR EXIT TRAVEL DISTANCE

SUITE 102

SUITE 103

MINIMUM EGRESS REQUIREMENTS - (BUILDING FULLY FIRE SPRINKLERED)

EXIT ACCESS

REQ'D PER CBC

ROOM EGRESS WIDTH (INCHES)

ACTUAL INCHES.

PROVIDED

12"

48"

30"

12" 12"

48"

2'-6

"

12"

48" M

AX

IMU

M

X

W

Y

Z

NOTE: X SHALL BE LESS THAN, OR EQUAL TO 25". Z SHALL BE GREATER THAN, OR EQUAL TO X.WHEN X<20", THEN Y SHALL BE 48" MAXIMUM.WHEN X IS 20" TO 25" THEN Y SHALL BE 44" MAXIMUM.W=27" MINIMUM WHEN X<20" AND 30" MINIMUM WHEN X>20"."Z" IS @ 11-25" IN DEPTH @ 9-27" HEIGHT AFF.

X

Z

PLAN VIEW

SCALE: 1/4" = 1'-0"D1 CODE ANALYSIS - FLOOR PLAN

SCALE: 1/8" = 1'-0"A9 CODE ANALYSIS LEGENDSCALE: 1 1/2"= 1'-0"A12 FIRE EXTINGUISHER CABINET

SCALE: 1/4" = 1'-0"A15 DOOR CLEARANCE REQUIRED DETAILSCALE: 1' = 1'-0"A1 GENERAL NOTES - CODE ANALYSIS

L12 CBC_2013 - Building Occupant Load

G12 CBC_2013 - Minimum Egress

D12 ACCESSIBLE COUNTER

NOTE:THE ADDITIONAL 12" CLEARANCE AT DOORS AREONLY REQUIRED IF DOOR IS EQUIPED WITH ABOTH CLOSER AND LATCH.PER CBC 2013 11B-404.2.4.1

REFER TO SHEET A-100 FOREXITING BUILDING EXITS

12

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SHEET TITLE

DESCRIPTION


MARK DATE

G-110

RVC.084 JOSE DELEON

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

SIGNAGE PLAN

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SUITES 102, & 103


7

3

3

3

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA



SCOPE OF WORK


SU

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LIM

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(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM





(E) CUBICLE

(E) CUBICLE

(E) CUBICLE

(E) CUBICLE




100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

1

1

1

2

2

2

3/8"

1/2"

LITERARY BRAILLESTANDARD DIMENSIONS:

DOT DIAMETER

GRADE II BRAILLEPER CBC 1117B.5.6

102CONFERENCE ROOM

.059 INCHES

DOT HEIGHT 1/40 INCHES

CELL (LETTERS)SPACE BETWEEN 2/10 INCHES

HORIZONTAL 1/10 INCHESSEPARATIONWITHIN CELLS

VERTICALSEPARATION

1/10 INCHES

WITHIN CELLS

BRAILLE. RAISED CHARACTERS

HIGH, BUT NO HIGHER THAN 2".PER CBC 1117B.5.5 & 1117B.5.6

SHALL BE AT LEAST 5/8"

ACCOMPANIED WITH GRADE IITYPE AND SHALL BE

UPPER CASE, SANS SERIFSHALL BE RAISED 1/32",

LETTERS AND NUMERALS

THE COLOR AND CONTRASTOF THE SIGN DISTINCTIVELY

CONTRASTS WITH THECOLOR AND CONTRAST OF

THE WALL PER CBC 1117B.5.2

MIN. TYP.ALL SIDES

(TO 1/2")

243

243

60" 60"

12"

2

1

4 3

SPACING

LITERARY BRAILLESTANDARD DIMENSIONS:

2/10 INCHES

2/10 INCHES

DOT DIAMETER .059 INCHES

PERMANENT SIGNAGETO BE INSTALLED ONTHE WALL ADJACENTTO THE LATCH SIDE OFTHE DOOR. MOUNTINGLOCATION MUSTALLOW A PERSON TOAPPROACH WITHOUTENCOUNTERINGPROTRUDING OBJECTSOR STANDING WITHINTHE SWING PATH OFTHE DOOR.

L CL

1 DOOR-MOUNTED SIGNAGE2 CORRESPONDING GRADEII BRAILLE3 LETTERS AND NUMERALSSHALL BE RAISED 1/32",UPPER CASE, SANS SERIFTYPE AND SHALL BEACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BEAT LEAST 5/8" HIGH, BUTNO HIGHER THAN 2"

C

BETWEEN CELLS

BETWEEN CELLS

SEPARATION

DOT HEIGHT

HORIZONTAL

INTER-DOT

VERTICALSEPERATION

1/40 INCHES

1/10 INCHES

LC

3/8"

2"

1/2"

2" 3/8" TYP.

.059 INCHESDOT DIAMETER

PER CBC 1117B.5.6GRADE II BRAILLE

STANDARD DIMENSIONS:LITERARY BRAILLE

BRAILLE. RAISED CHARACTERS

HIGH, BUT NO HIGHER THAN 2".PER CBC 1117B.5.5 & 1117B.5.6

SHALL BE AT LEAST 5/8"

ACCOMPANIED WITH GRADE IITYPE AND SHALL BE

UPPER CASE, SANS SERIFSHALL BE RAISED 1/32",

LETTERS AND NUMERALS

DOT DIAMETER

EXIT

SPACE BETWEENCELLS (LETTERS)

2/10 INCHES

HORIZONTAL 1/10 INCHESBETWEEN CELLSVERTICAL

BETWEEN CELLS

1/10 INCHES

SEPARATION

SEPARATION





MIN. TYP.ALL SIDES

3/8" TYP.2"

3/8"2"

3/8"2" EXIT

ROUTE

RAISED CHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2".PER CBC1117B.5.5 & 1117B.5.6

ACCOMPANIED WITH GRADE II BRAILLE.TYPE AND SHALL BEUPPER CASE, SANS SERIF

SHALL BE RAISED 1/32",LETTERS AND NUMERALS




PER CBC 1117B.5.6GRADE II BRAILLE

.059 INCHESDOT DIAMETER

STANDARD DIMENSIONS:LITERARY BRAILLE

DOT DIAMETER

SPACE BETWEENCELLS (LETTERS)

2/10 INCHES

HORIZONTAL 1/10 INCHESBETWEEN CELLSVERTICAL

BETWEEN CELLS

1/10 INCHES

SEPARATION

SEPARATION


1STANDARD ROOM ID SIGNSEE DETAIL A13/G-110

CONFERENCE ROOM144

TACTILE EXIT SIGNSEE DETAIL A16/G-110

EXITROUTE

3 TACTILE EXIT SIGNSEE DETAIL A10/G-110

EXIT

NOTES:

1. FOR SIGNAGE MOUNTING DETAIL REFERTO DETAIL A7 ON THIS SHEET.

2

SCALE: 1/4" = 1'-0"D4 SIGNAGE PLAN

SCALE: 1/4" = 1'-0"A13 ROOM IDENTIFICATION SIGNSCALE: 1/4" = 1'-0"A7 SIGNAGE MOUNTING DETAIL

SCALE: 1/4" = 1'-0"A10 EXIT SIGN

SCALE: 1/4" = 1'-0"A16 EXIT ROUTE SIGNA1 NOT USED

D16 SIGNAGE LEGEND

A4 NOT USED

12

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DESCRIPTION


MARK DATE

D-100

RVC.084 JOSE DELEON

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

DEMOLITION FLOOR PLAN &REFLECTED CEILING PLAN

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SUITES 102, & 103


7

3'-4"

4"

1

2

2

2

2

2

2

2

2

2 2

2

2

3

3

33

4

5

7

7

8

9

9

9

EXISTING3-IN-1 PRINTER

(TO BE RELOCATED)BY OWNER

EXISTING SYSTEM FURNITURECOUNTER W/ UPPERS

(TO BE REMOVED BY OWNER)

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA

EX

ISTI

NG

CA

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WO

RK


SCOPE OF WORK

EX

ISTI

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SY

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UR

EC

OU

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SU

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(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM





(E) CUBICLE

(E) CUBICLE

(E) CUBICLE

(E) CUBICLE (E) CUBICLE




100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

EXISTING ACCESS FLOOR SYSTEM





1

1

21

3

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA


SCOPE OF WORK


SU

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102


LIM

IT O

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CO

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OF

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(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM

100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

1EXISTING 2'x4' CEILING TILE & GRID SYSTEM TO BE REMOVED WITH OUT DAMAGE FOR REUES.

2EXISTING HVAC SUPPLY REGISTER TO BE REMOVED & RELOCATED PER NEW REFLECTED CEILING PLAN ON SHEET A-110.

3

EXISTING FIRE SPRINKLER HEAD TO BE RELOCATED AS REQUIRED BY THE GOVERNING FIRE AGENCY. NOTE THAT FIRE SPRINKLER PLANS ARE DEFEREED APPROVAL AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT FOR REVIEW.

1. ALL FLOOR COVERINGS THROUGH OUT ARE TO REMAIN UNLESS NOTED OTHERWISE. REFER TO THE FINISH PLAN FOR FURTHER CLARIFICATION.

2. ALL DOORS & WINDOWS TO REMAIN UNLESS NOTED OTHERWISE.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING WINDOWS, DOORS, & GLASS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGED ITEMS.

5. CONTRACTOR IS TO PROTECT ALL EXISTING CEILING, LIGHTING FIXTURES, MECHANICAL EQUIPMENT, ETC. FROM DAMAGE.

4. FOR ALL ELECTRICAL OR MECHANICAL EQUIPMENT SCHEDULED TO BE RELOCATED, REUSED OR REWORK. IT IS THE CONTRACTOR RESPONSIBILITY TO PROVIDE ALL NECESSARY RELATED WORK TO PROVIDE A FINISH / COMPLETE AND WORKING SYSTEM.

6. DEMOLITION CONTRACTOR IS TO KEEP ANY EXISTING WALL THAT IS SUPPORTING EXISTING MECHANICAL SYSTEM. (TYP) DEMOLITION CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER OF ANY WALL THAT IS TO REMAIN.

7. EXISTING AREAS SCHEDULED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE PATCHED, REPAIRED AND FINISHED TO MATCH ADJACENT SURFACES AT NO COST TO THE OWNER.

8. PATCH AND REPAIR ALL EXISTING WALLS ADJACENT TO THE WORK TO ACHIEVE AN UNINTERRUPTED SURFACE PATCHING OF EXISTING FINISHES SHALL EXTEND TO THE NEAREST NATURAL BREAK OR TERMINATION TO PROVIDE A CONTINUOUS, UNBLEMISHED APPEARANCE.

9. CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR ELEVATIONS IN FIELD AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE START OF WORK.

10. FIRE PROTECTION DURING DEMOLITION AND CONSTRUCTION SHALL BE ACCORDING TO REQUIREMENTS IN CFC 2013, CHAPTER 14.

11. THE REMOVAL OF ALL EXSITING OFFICE ACCESSORIES, COMPUTERS, WHITEBOARDS, ETC… WILL BE REMOVED AND RELOCATED BY OWNER

PRIOR TO DEMOLITION STARTING.

12 THE NEW STORAGE 101 ROOM HAS AN EXISTING RAISED ACCESS FLOOR SYSTEM. CONTRACTOR IS TO PROTECT RAISED ACCESS FLOOR SYSTEM FROM DAMAGE.

13 CONTRACTOR WILL BE REQUIRED TO WORK AROUND EXISTING FURNITURE SYSTEMS WHEN DEMOING AND INSTALLING CARPET, AND PAINTING. CONTRACTOR WILL BE REQUIRED TO LIFT THE EXISTING SYSTEM FURNITURE TO INSTALL CARPET TILES.

14 EXISTING SUITES HAVE LIVE ELECTRICAL FLOOR BOXES. CONTRACTOR IS TO COORDINATE NEW WALLS WITH EXISTING FLOOR BOXES. CONTRACTOR SHALL NOTIFY COUNTY PROJECT MANANGER & ARCHITECT ANY CONFLIECTS PRIOR TO PROCEEDING WITH ANY WORK.

15 EXISTING ELECTRICAL PANEL FOR SUITES 102 & 103 IS LOCATED IN SUITE 104B. CONTRACTOR TO COORDINATE WITH COUNTY BUILDING MAINTANENCE FOR ACCESS.

16CONTRACTOR IS TO REFER TO REMODELED FLOOR PLAN SHEET A-100 FOR LOCATION OF NEW POWER OUTLETS AND NEW DATA DROPS. CONTRACTOR IS REQUIRED TO PROVIDED AND DEMO AND PATCH BACK FOR INSTALLATION OF NEW POWER OUTLETS, DATA OUTLETS, AND ANY NEW LIGHT SWITCHES.

1CONTRACTOR TO DEMO PORTION OF EXISTING PARTITION FOR NEW DOOR TO BE INSTALLED. REFER TO SHEET A-010 FORE SIZE OF NEW DOOR.

2 REMOVE ALL FLOOR COVERINGS AND RUBBER BASE IN THE ROOM.

3EXISTING PLYWOOD BACKING TO BE REMOVED. PATCH AND RE-TEXTURE WALLS TO A LEVEL 4 FINISH, WITH LIGHT ORANGE PEEL TEXTURE. PAINT PER FINISH PLAN A-400.

4 EXISTING DOOR BUZZER TO REAMIN IN PLACE WITH OUT DAAMGE

5 EXISTING CASEWORK TO REMAIN IN PLACE WITH OUT DAMAGE

6REMOVE DRYWALL FROM ONE SIDE SO TO ALLOW NEW SHOT BLOCKER PANELING TO BE INSTALLED.

7 EXISTING LIGHT SWITCH TO REMAIN AND REWORKED.

8 EXISTING ELECTRICAL PANEL TO REMAIN.

9DEMO PORTION OF DRYWALL AS REQUIRED TO PROVIDE PROPER CONNECTION FOR NEW WALL.



































SCALE: 1/4" = 1'-0"D1 DEMOLITION - FLOOR PLANSCALE: 1/4" = 1'-0"D10 DEMOLITION - REFLECTED CEILING PLAN

A16 DEMOLITION RCP KEYNOTESA7 DEMOLITION GENERAL NOTESA1 DEMOLITION FLOOR PLAN KEYNOTES

12

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DESCRIPTION


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A-010

RVC.084 JOSE DELEON

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

DOOR & WINDOWSCHEDULE AND

ELEVATIONS

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SUITES 102, & 103


7

1/4" MAX

1/2" MAX. AT 1:2 SLOPE

FINISH FLOOR EVEN

COMPRESSED CARPET1/4" MAX BELOWTHRESHOLD

DOOR THRESHOLD

12

MATERIAL THRESHOLD

HARDWARECENTERLINE

FLOOR

30"-

44"

90 DEGREES

5 SECONDS MIN.

3"

NOTE:DOOR CLOSER, SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOORTO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDSMINIMUM.

WALL FRAMING PER PLAN

GYP BD PER PLANSEE FINISH SCHEDULE FOR FINISH

SEALANT BOTH SIDES (TYP)

1 1/8" DWS

DOOR FRAME & DOORTYPE PER DOORSCHEDULE (TYP)

INSULATION PER PLANS (TYP)

WEATHER STRIPPING PERHARDWARE SPECIFICATIONS

WEATHER STRIPPING PERHARDWARE SPECIFICATIONS

1 1/8" DWS

DOOR FRAME & DOOR TYPEPER DOOR SCHEDULE (TYP)


GYP BD PER PLAN SEE FINISHSCHEDULE FOR FINISH



EXTENDED LIP STRIKE PERHARDWARE

SPECIFICATIONS

1 BUILDINGS AND SITE SHALL BE ACCESSIBLE PER T24 CCR. SIGNAGE SHALL BE PROVIDED USING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (#1590 IN FEDERAL STANDARD 599b) AS REQUIRED ALONG ACCESSIBLE ROUTES TO ACCESSIBLE ENTRANCES. SIGNAGE SHALL ALSO BE INCLUDED AT EACH ACCESSIBLE ENTRANCE, PROVIDE ADDITIONAL SIGNAGE - REFER TO G - 110.

2 ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER 2010 CBC SEC. 1008.1.8. EXCEPTION #2,2010 CBC SEC. 1008.1.8.3. MAY BE USED IN PORTIONS OF THE BUILDINGS SERVING B, F, M AND S OCCUPANCIES.

3 DOOR REQUIREMENTS: ALL HAND ACTIVATED LATCHING OR LOCKING DOORS SHALL HAVE LEVER TYPE HARDWARE CENTERED EQUAL TO OR GREATER THAN 30"BUT EQUAL OR LESS THAN 44" AFF. MAX EFFORT REQUIRED TO OPEN DOORS SHALL BE EQUAL TO OR LESS THAN 5# AT EXTERIOR DOORS AND LESS THAN OR EQUAL TO 5# AT INTERIOR DOORS. WHERE FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY (COUNTY OF RIVERSIDE FIRE DEPARTMENT), NOT TO EXCEED 15#. COMPENSATING DEVICES OF AUTOMATIC DOORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.

4 DOORS SHALL BE OPERABLE WITH A SINGLE EFFORT.

5 LOWER 10" OF ALL DOORS TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION, PER CBC SECTION 1133B.2.6

6 DOOR CLOSER REQUIREMENTS: REFER TO D12 ON A - 010.

7 CLEAR AREA AT DOOR REQUIREMENTS: REFER TO A15 ON G-100.

7'-0

"

3'-0"

0'-0"

TYPE - A

A15A-010

A11A-010

D15A-010

7'-0

"2"

2"3'-0" 2"

3'-4"

0'-0"

7'-2

"

TYPE - A

D4A-010

D7A-010

D1A-010

2'-1

0"1'

-0"

2"3'

-0"

2"

8'-0"2"

7'-8"2"

0'-0"

3'-6

"4"

7'-2

"

5'-0

"

1'-6" 2'-6" 2'-6" 1'-6"

COUNTER

(3) - 4" DIA. HOLES

TYPE - A

OPEN OPEN


GYP BD PER PLANSEE FINISH SCHEDULE FOR FINISH


1 1/8" DWS

DOOR FRAME & DOORTYPE PER DOORSCHEDULE (TYP)


GLAZING PER SCHEDULE

WEDGE BEAD PERMANUFACTURE (TYP)

1 1/8" DWS

DOOR FRAME & DOOR TYPEPER DOOR SCHEDULE (TYP)


GYP BD PER PLAN SEE FINISHSCHEDULE FOR FINISH




WEDGE BEAD PERMANUFACTURE (TYP)

VAR

IES

PER

PLA

N

WINDOW FRAME & WINDOW TYPEPER WINDOW SCHEDULE (TYP)


WEDGE BEAD PERMANUFACTURER (TYP)

COUNTER PER PLAN

HARDWAREFIRE

RATINGREMARKS

MATERIAL FINISH

FROM TO DO

OR

TY

PE

WID

TH

HE

IGH

T

TH

ICK

NE

SS

QU

AN

TIT

Y

HO

LL

OW

ME

TA

L

SO

LID

WO

OD

CO

RE

PA

INT

PL

AS

TIC

LA

MIN

AT

E T

O M

AT

CH

ST

AIN

ED

VE

NE

ER

RE

FE

R T

O IN

TE

RIO

R M

AT

ER

IAL

SC

HE

DU

LE

ST

AIN

ED

WO

OD

VE

NE

ER

RE

FE

R T

O IN

TE

RIO

R M

AT

ER

IAL

SC

HE

DU

LE

FR

AM

E T

YP

E

HO

LL

OW

ME

TA

L

PA

INT

HA

RD

WA

RE

SE

T

1-H

OU

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IRE

RA

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D

INTERIOR DOORS & FRAMES

102 (E) WAITING AREA - 103 (E ) OPEN OFFICE (SUITE 102) - 102 A 3'-0" 7'-0" 1 3/4" 1 • • A • • NOTE 1 N/A N/ANEW DOOR WITH CYPHER LOCK NO CLOSER

109 (E) OPEN OFFICE (SUITE 103) - 109 (N) INTERVIEW ROOM - 111 A 3'-0" 8'-0" 1 3/4" 1 • • A • • NOTE 1 N/A N/ANEW DOOR WITH CYPHER LOCK NO CLOSER

110 (E) WAITING AREA - 110 (N) INTERVIEW ROOM - 111 A 3'-0" 8'-0" 1 3/4" 1 • • A • • NOTE 1 N/A N/ANEW DOOR WITH CYPHER LOCK NO CLOSER

NOTES:1. LEVERS, LATCHES, DOOR SEALS, KEYING, AND HINGES ARE TO MATCH EXISTING HARDWARE TO KEEP NEW HARDWARE CAMPATIBLE FOR BUILDING MAINTENANCE.

FRAMELOCATION

DO

OR

NU

MB

ER

GL

AZ

ING

RE

FE

R T

O G

LA

ZIN

G S

CH

ED

UL

E :

DOOR

FINISHMATERIAL

WINDOW SCHEDULE

GLAZING TYPE OTHER

WIN

DO

W T

YP

E

LOCATIONS NO

. O

F W

IND

OW

S

WIN

DO

W

SQ

.FT

1/4

" T

EM

PE

RE

D G

LA

SS

WIN

DO

W T

RE

AT

ME

NT

AL

UM

INU

M F

RA

MIN

G

EXTERIOR

A (E) WATING AREA - 103 1 25 • •

REMARKS

NOTES1. REFER TO INTERIOR MATERIAL SCHEDULE ON A-400 FOR MORE INFORMATION.

SCALE: 1/4" = 1'-0"D15 THRESHOLD AT INTERIOR DOORSCALE: 1/4" = 1'-0"D11 REQUIRED ACCESSIBILE HARDWARE 2013

SCALE: 6" = 1'-0"A15 ALUMINUM DOOR FRAME AT HEADSCALE: 6" = 1'-0"A11 ALUMINUM DOOR FRAME AT JAMB

G7 DOOR GENERAL NOTESSCALE: 1/2" = 1'-0"G11 INTERIOR DOOR TYPE ELEVATION

SCALE: 1/2" = 1'-0"G15 INTERIOR DOOR FRAME ELEVATIONSCALE: 1/2" = 1'-0"G1 INTERIOR WINDOW ELEVATION

SCALE: 6" = 1'-0"D4 ALUMINUM WINDOW FRAME AT HEADSCALE: 6" = 1'-0"D7 ALUMINUM WINDOW FRAME AT JAMB

SCALE: 6" = 1'-0"D1 ALUMINUM WINDOW FRAME AT COUNTER

K7 DOOR SCHEDULE

A1 NOT USED

K1 WINDOW SCHEDULE

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-100

RVC.084 JOSE DELEON

1

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

EXISTING OVERALL FLOORPLAN

M:\R

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SUITES 102, & 103


7

2

A1 EXISTING OVERALL FLOOR PLAN - REFERENCE ONLY

EXISTINGBUILDING

EXIT

EXISTINGBUILDING

EXIT

EXISTINGBUILDING

EXIT

EXISTINGBUILDING

EXIT

EXISTINGBUILDING

EXIT

EXISTINGBUILDING

EXIT


LIM

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EXISTING SUITE102

EXISTING SUITE103

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-101

RVC.084 JOSE DELEON

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

ENLARGED FLOOR PLAN

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SUITES 102, & 103


7

2

2

109

110

102

A

W-1

W-1

1'-11" 3'-4" 4 7/8"

3'-0

"5'

-4 7

/8"

3'-2

1/8

"8'

-0"

4 7/

8"

1'-0"

9"

1'-0"

3'-11 1/8"

D15A-101

NEW SOLIDSURFACE COUNTER

ALIGN

(E) COUNTER TOREMAIN AS IS

ALIGN

ALIGN

18" A.F.F. RELOCATED 20 AMP 110VDUPLEX - EXISTING CIRCUT FROM SUTE 103 - 1LA1-19

18" A.F.F. RELOCATED STANDARD 110VDUPLEX - EXISTING CIRCUIT FROM SUITE 103 - 1LA1-23

18" A.F.F. RELOCATEDSTANDARD 110V DUPLEX -

EXISTING CIRCUIT FROM FLOORBOX 1LA2-54

18" A.F.F. RELOCATED STANDARD110V DUPLEX - EXISTING CIRCUIT FROM

FLOOR BOX 1LA2-54

NEW PHONE &DATA DROP



NEW LIGHT SWITCH

NEW LIGHTSWITCH

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA



SCOPE OF WORK


SU

ITE

102


LIM

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(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM





(E) CUBICLE

(E) CUBICLE

(E) CUBICLE

(E) CUBICLE




100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

+34"+34"

+42"+42"

W-1 WALL MARKER - REFER TO WALL SCHEDULE

# DOOR MARKER - REFER TO DOOR SCHEDULE

EXISTING WALL TO REMAIN

NEW WALL PER SCHEDULE

SCOPE OF WORK

A WINDOW MARKER - REFER TO WINDOW SCHEDULE

SYMBOL THREAT SIDE FRAMING TYPE SECURE SIDE INSULATION RATING

INTERIOR WALLS

W-1 5/8" GYP. BD 6" METAL STUD 5/8" GYP. BD SOUND BATT NON-RATED

NOTE:

5. REFER TO SHEET A-400 FOR INTERIOR WALL FINISHES.

4. REFER TO TYPICAL WALL FRAMING DETAILS ON SHEETS A-500 & A-501.

1. TO MINIMIZE SOUND TRANSMISSION THROUGH WALL, OUTLETS SHOULD NOT BE PLACED BACK TO BACK.

2. 5/8" TYP "X" GYPSUM BOARDS @ ALL NEW INTERIOR WALLS (U.N.O.)

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF SHEATHING AND CENTER LINE OF COL. UNO ON PLANS.

2. ALL EXISTING CONDITIONS TO REMAIN UNLESS NOTED OTHERWISE.

3. CONTRACTOR TO PROVIDE BACKING REINFORCEMENT FOR FURNITURE & EQUIPMENT IN WALLS & CEILING LOCATIONS TYPICAL. REFER TO TYPICAL WALL FRAMING SHEETS FOR TYPICAL BACKING DETAIL.

4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD.

5. CONTRACTOR IS RESPONSIBLE TO ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO BID. CITY WILL NOT BE RESPONSIBLE FOR ANY NEGLIGENCE BY THE GENERAL CONTRACTOR & OR SUB CONTRACTORS.

6. REFER TO TYPICAL WALL FRAMING SHEETS FOR ALL NEW METAL STUD FRAMING DETAILS.

7. FIRE SPRINKLER HEAD PLACEMENT SHALL BE LOCATED IN THE CENTER OF 2'-0" BY 4'-0" ACOUSTICAL CEILING TILE TYPICAL. THROUGHOUT PROJECT. ANY PLACEMENT OF HEAD THAT CAN NOT MAKE REQUIREMENTS SHALL BE INDENTIFIED AND MUST GET APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION.

8. CONTRACTOR SHALL COORDINATE WITH DRYWALL CONTRACTOR TO MAKE SURE THEY REFER TO ELECTRICAL, MECHANICAL, & PLUMBING PLANS FOR ANY ADDITIONAL DRYWALL PATCH REQUIRED DUE TO NEW INFRASTRUCTURE IN EXISTING WALLS TO REMAIN AS INDICATED ON THE FLOOR PLAN.

9. ALL VOIDS, CRACKS, & JOINTS AROUND DOOR FRAMES, JAMBS, DUCTS, & OUTLETS MUST BE FILLED WITH INSULATION AND SEALED WITH SPACKLING AND/OR CAULKING AND PAINTED.

10. ALL EXISTING WALL ARE TO BE PATCH AND PAINTED TO MATCH EXISTING ADJOINING SURFACE. IN ALL ROOMS TO RECEIVE NEW PAINT CONTRACTOR IS TO RE-TEXTURE ALL WALLS TO A LEVEL 4 FINISH, WITH LIGHT ORANGE PEEL TEXTURE.

11. EXSITING CELINGS ARE TO BE REPAIRED TO MATCH EXISTING IF DAMAGED DURING DEMOLITION.

12. FOR ALL NEW ELECTRICAL RECEPTACLES. CONTRACTOR IS TO USE EXISTING AVALABLE CIRCUTIS.

2'-6

"4"

8"

10 13/16"

0"-0" FINISH FLOOR

3'-10" B.O.WINDOW

7'-2" T.O.WINDOW

9'-0" FINISH CEILING

6" M

IN.

1'-0

" COUNTERTOP & BULLNOSE EDGE.FINISH PER INTERIOR MATERIALSCHEDULE ON SHEET A-400.

3 - #10 S.S. PAN HEAD SCREWSPER SUPPORT (TYP)

(3) 1/2' DIAMETER THRU BOLTS 3"FROM TOP AND 5" ABOVE SLAB,AND CENTER

ANGLE 1-1/2"x1-1/2"X1/8"WELDED BRACKET AT 48" O.C.MAX. & MIN. 6" FROMUNSUPPORTED COUNTER EDGE

C.J.P. @ JOINT

WINDOW PER WINDOWSCHEDULE ON SHEET A-010.

5/8" TYPE 'X' GYPSUM BOARD, TYP.

EXISTING SUSPENDEDACOUSTICAL CEILING TO REMAIN

INSULATION PER PLAN, TYP.

HSS 2x2x1/4" AT 48" ON CENTER W/5.5"x5.5"X1/4" BASE PLATE AND 1/2"DIA. HILTI KB-TZ ANCHORE BOLTWITH MIN. 4" EMBED (x4).

BOTTOM OF WINDOW FRAME

A

(E) WAITING AREA103

(E) OPEN OFFICE(SUITE 102)

102

MIN

. EM

BE

D

5 1/2"

5 1/

2"

1"

1/2"

4"1/

2"

E.Q

.E

.Q.5.5"x5.5"X1/4" BASE PLATE AND

1/2" DIA. HILTI KB-TZ ANCHOREBOLT WITH MIN. 4" EMBED (x4).

HSS 2x2x1/4" AT 48" ON CENTER

HSS 2x2x1/4" AT 48" ON CENTER

5.5"x5.5"X1/4" BASE PLATE AND1/2" DIA. HILTI KB-TZ ANCHOREBOLT WITH MIN. 4" EMBED (x4).

1/4ELEVATION VIEW PLAN VIEW

SCALE: 1/4" = 1'-0"D4 FLOOR PLAN

A15 FLOOR PLAN LEGENDA9 WALL SCHEDULE

I15 FLOOR PLAN - GENERAL NOTES

A1 NOT USED

SCALE: 3/4" = 1'-0"D15 WALL SECTION - (E) WAITING AREA 103

SCALE: 3" = 1'-0"A4 STEEL POST DETAIL

JRossman

Length Measurement

3.97 ft

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-110

RVC.084 JOSE DELEON

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

REFLECTED CEILING PLAN

M:\R

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SUITES 102, & 103


7

RELOCATED HVAC SUPPLY REGISTER

EXISTING ACOUSTICALCEILING TILE & GRID

REINSTALLED

EXISTING ACOUSTICALCEILING TILE & GRID

REINSTALLED

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA



SCOPE OF WORK


SU

ITE

102


LIM

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(SUITE 103)

(SUITE 102)

(E) WAITING AREA

(N) INTERVIEW ROOM

100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

EXISTING LIGHT FIXTURE TO REMAIN.

EXISTING RETURN & SUPPLY GRILLES TO REMAIN IN PLACE.

REUSED / RELOCATED 2'x4' ACOUSTICALCEILING TILES

EXISTING 2'x4' ACOUSTICAL CEILING TILES& EXISTING A.C.T. GRID TO REMAIN.

EXISTING HVAC SUPPLY GRILL TO BE RELOCATED PER PLANS.REFER TO DUCTWORK, GRILLE & DIFFUSER HANGING DETAILS.

Min 2- #10 or 2-1/2" lagbolts, screws in each grillesupport (typ)Install per code,consistant with roofstructure

24 GA GALV SM ANGLESEISMIC BRACE (AT EACHGRILLE)

Diffuser hangerMin 1" 18 Ga.Strap (2 per grille-typ)

Duct Connection percode and manufacturer'srecommendations

Ceiling

Diffuser hanger

Volume Damper(as required)

Mount grille at ceiling

Building framing


Min 2- #8 X 1" screwsin each grille support(typ)Install per code

T Bar duct & grille24 GA GALV SM ANGLESEISMIC BRACE (AT EACHSECTION OF DUCT)


Min 1 1/2" hangerstrap 18 ga. galv.Install per code

Building framing

Ductwork

Maximum distancebetween hangers 4 feet.Refer to mechanical codeand duct manufacturer'sinstallation guide.

1. PROVIDE INSULATION THE FULL HEIGHT OF THE WALLS.

2. CONTRACTOR TO PROVIDE BACKING REINFORCEMENT FOR FURNITURE & EQUIPMENT IN WALLS & CEILING LOCATIONS TYPICAL.

3. CONTRACTOR TO BRACE PARTITION WALLS TO UNDERSIDE OF DECK. CONTRACTOR SHALL NOT BRACE AT STRUCTURAL BEAMS. REFER TO TYPICAL WALL FRAMING DETAILS.

4. ALL NEW WALLS ARE TO FINISH A MINIMUM OF 6 INCHES ABOVE FINISH CEILING UNLESS NOTED OTHERWISE.

5. EXISTING OR NEW FIRE SPRINKLER HEAD PLACEMENT SHALL BE LOCATED IN THE CENTER OF NEW 2'-0" BY 4'-0" ACOUSTICAL CEILING TILE TYPICAL. ANY PLACEMENT OF HEAD THAT CAN NOT MAKE REQUIREMENTS SHALL BE INDENTIFIED AND MUST GET APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. REFER TO DETAIL A12 ON SHEET A-511

6. REFER TO SHEET G-100 AND ELECTRICAL PLANS FOR ALL EXIT SIGN LOCATIONS.

7. REFER TO SHEET A-511 FOR ACOUSTICAL CEILING TYPICAL DETAILS.

8. PAINT ALL EXPOSED PLUMBING, MECHANICAL & OTHER ITEMS WITHOUT FACTORY FINISH SUCH AS CONDUITS, PIPES, ACCESS PANELS AND ITEMS OF A SIMILAR NATURE TO MATCH ADJACENT SURFACE FINISH UNLESS NOTED OTHERWISE.

9. ALL LIGHT FIXTURES ARE EXISTING. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION.

10. CONTRACTOR SHALL REFER TO SHEET A-400 FOR ADDITTIONAL INFORMATION REGARDING FINISH MATERIALS.

11. ALL NEW ELECTRICAL SWITCHES ARE TO BE ON OFF SWITCHING AND TIED TO A NEW OCCUPANCY SENSOR. CONTRACTOR TO PROVIDE (x3) NEW OCCUPANCY SENSORS IN ROOM 102 TO CONTORL LIGHTS IN THE OPEN OFFICE AREA.

12. EXISTING SWITCHES IN ROOM 103 ARE TO BE REWORKED TO CONTROL THE EXISTING (3) LIGHT FIXTURES ONLY. PROIVDE AN NEW OCCUPANCY SENSOR IN ROOM 103.

13. CONTRACTOR TO PROVIDE (x2) NEW SWITCHES IN ROOM 111 TO CONTROL THE EXISTING (2) LIGHT FIXTURES IN THE NEW ROOM. PROIVDE AN NEW OCCUPANCY SENSOR IN ROOM AS WELL.

14. NO MODIFICATION TO EXISTING HVAC SYSTEM.

SCALE: 1/4" = 1'-0"D4 REFLECTED CEILING PLAN

A15 REFLECTED CEILING PLAN LEGENDA1 NOT USEDNOT TO SCALE

A9 HVAC GRILLE & DIFFUSER HANGINGNOT TO SCALE

A4 DUCTWORK HANGING DETAIL

D15 REFLECTED CEILING PLAN GENERAL NOTES

12

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SHEET TITLE

DESCRIPTION


MARK DATE

A-400

RVC.084 JOSE DELEON

1

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

FINISH PLAN & INTERIORELEVATIONS

M:\R

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SUITES 102, & 103


7

D12 A-400

(E) STORAGE

(E) OFFICE

(E) OPEN OFFICE


(E) OFFICE

(N) STORAGE ROOM

(E) OPEN OFFICE

(E) INTERVIEW ROOM

(E) WAITING AREA



SCOPE OF WORK


SU

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(SUITE 103)

(SUITE 102)

(EXISTING ACCESS FLOOR SYSTEM)

(E) WAITING AREA

(N) INTERVIEW ROOM

100

101

102

103

106

111

110

109

108

107

104 105

SU

ITE

103

VINYL COMPOSITION TILE (VCT)

CARPET TILE

LUXURY VINYL COMPOSITION TILE (LVCT)

CHAIR RAIL(REFER TO INTERIOR MATERIAL AND FINISH SCHEDULES)

FLOOR: WALL: SURFACES: CEILINGS:#: NAME: FIELD: BASE: STANDARD:100 EXISTING OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID101 EXISTING I.T. ROOM EXISTING ACCESS FLOOR RUBBER BASE PAINT ACT & GRID102 EXISTING OPEN OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID

103 EXISTING WAITING AREA LUXURY VINYL TILE RUBBER BASE PAINT; CHAIR RAIL PER FINISH PLAN

SOLID SURFACE COUNTER ACT & GRID

104 EXISTING OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID105 EXISTING OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID106 EXISTING INTERVIEW ROOM LUXURY VINYL TILE RUBBER BASE PAINT ACT & GRID107 EXISTING STORAGE VINYL COMPOSITION TILE RUBBER BASE PAINT ACT & GRID108 EXISTING OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID109 EXISTING OPEN OFFICE CARPET TILE RUBBER BASE PAINT ACT & GRID110 EXISTING WAITING AREA LUXURY VINYL TILE RUBBER BASE PAINT ACT & GRID111 NEW INTERVIEW ROOM LUXURY VINYL TILE RUBBER BASE PAINT ACT & GRID

1.2.3.

ROOM:INTERIOR FINISH SCHEDULE

NOTES:ALL FINISHES ARE NEW UNLESS NOTED AS EXISTING TO REMAIN.

102

0'-0" FINISH FLOOR

3'-0" T.O. CHAIR RAIL


4" WOOD CHAIR RAIL

RUBBER BASE

EXISTING DOOR &WINDOW TO REMAIN

PAINT

0'-0" FINISH FLOOR

2'-10" T.O. COUNTER

3'-6" T.O. COUNTER

7'-2" T.O. WINDOW FRAME


RUBBER BASE

PAINT

OPEN

OPEN

PRODUCT MANUFACTURER COLOR STYLE/FINISH SIZE

CARPET TILE

CARPET TILE PATCRAFT DUSTY STORM 00712 VISUAL ENGERY 24x24

LUXURY VINYL TILE

LUXURY VINYL TILE PATCRAFT NUTTY BROWN 20720 HIGHLAND FOREST - 4"x36"

VINYL COMPOSITION TILE

VINYL COMPOSITION TILE ARMSTRONG CHROMASPIN 54814 MUSLIN 12x12

RUBBER BASE

RUBBER BASE JOHNSONITE 167 FUDGE TRADITIONAL WALL BASE 6"

PAINT

PAINT 1 FRAZEE COLORLIFE WHITE WOOD CL2922W / LRV 59 PER PLANS

PAINT 2 FRAZEE COLORLIFE CROW'S HEAD CL3167N / LRV 5

SOLID SURFACE

SOLID SURFACE MEGANITE MADEIRA MIST 319 PER PLANS

CHAIR RAIL

CHAIR RAIL INPRO CORP.

INTERIOR MATERIAL SCHEDULE

SCALE: 1/4" = 1'-0"D1 FINISH PLAN

SCALE: 1/4" = 1'-0"A9 FINISH LEGENDA1 NOT USED

SCALE: 1' = 1'-0"L12 INTERIOR FINISH SCHEDULE

SCALE: 1/2" = 1'-0"A12 103 (E) WAITING AREA SOUTH

SCALE: 1/2" = 1'-0"D12 103 (E) WAITING AREA WEST

H12 INTERIOR MATERIAL SCHEDULE

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-500

RVC.084 JOSE DELEON

1

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C

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

TYPICAL WALL FRAMINGDETAILS

M:\R

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SUITES 102, & 103


7

J2

alternate double stud attachmentat interior studs in lieu of weldingÉ 1"x3"x18ga @ both sides @ 24"ccw/ #10 SMS to ea stud

J1 J3 J4

Jamb Detail540SD001-12

1/8 1-24typ ea side

light gauge studs,see elevation forsize and spacing

clip L2x2 to match studga x stud width less 1/2"W/3-#10 SMS ea leg

stud and trackto match sizeand gauge ofwall studs

clip L2x2 to match studga x stud width less 1/2"W/ 3-#10 SMS ea leg#10 SMS

@ 12"cc typ

H2 Header Detail540SD002-12

1

S-103

jamb

light gauge studs,see elevationfor size andspacing

4-#10 SMSea side ofbox hdr

tracks to matchsize & ga of wallstuds typ

studs to match size & gaof wall studs uno. At H4-8use 8" min deep studsAt H4-10 use 10" min deepstuds see

clip L2x2 to match studga x stud width less 1/2"w/ 3-#10 SMS ea leg


#10 SMS @12"cc typ

H4/HC-4 Header Detail540SD003-12

1

S-103

jamb

At HC-4, reduce screwspacing per schedule

D

S-104

D

S-104

Strap BridgingFor any size stud

1 1/2"x20 gastrap cont@ 4'-0"ccmax vertspacing

mtl stud track blkgto match stud ga atea end of wall and8'-0"cc typ4-#10 SMS at strap

to blkg and #10 SMSstrap to ea stud

clip L2x2 to matchstud ga x studwidth less 1 1/2" w/2-#10 SMS ea leg

mtl stud

Cold Rolled Channel BridgingFor 4" or smaller studs only

Note: 1. Bridging for 4" and smaller studs may be constructed of cold rolled channel or straps at contractor's option unless noted otherwise. 2. Where full height sheathing or gyp board occurs on both sides of metal stud framing, the bridging may be omitted. 3. At cond where strap bridging is used & where wall sheathing or gyp board occurs on one side of wall only, strap may be omitted on side of wall where sheathing or gyp occurs.

see plans and/orsections for sizespacing of studs

2-#10 SMS

clip L1 1/2x1 1/2x18 gafull width of studtyp 2-#10 SMS to stud

splice strapat blkg asrequired

cold rolled channel1 1/2"x18 ga cont bridgingat 4'-0"cc max

Typical Stud Bridging540SD004-12


track to matchsize and gaugeof wall studs

clip L2x2 to match studga x stud width less 1/2"W/ 3-#10 SMS ea leg

S1 Sill Detail540SD005-12

1

S-103

jamb





#10 SMS@ 12"cc typ


1

S-103

jamb





#10 SMS@ 12"cc typ


1

S-103

jamb

jamb


clip L2x2 to match studga x stud width less 1/2w/ 3-#10 SMS ea leg



#10 SMS@ 12"cc typ

1

S-103


metal studssee plans andelevations

furring studsee sections

track

pc 4"x18 ga x 'L'-1" studat ea end of furring stud& @ 48"cc w/ 3-#10 SMSto ea stud - typ

'L'

Stud Furring Detail540SD009-12

Track Attachment@ Jamb Studs

1/2"ø bolts

1,2

J1

J2

J3

J4

Shot Pin

1

SMS

Track Attachment MethodJambType

Notes:1. Schedule indicates track attachments required where jamb studs occur. See typical sill and top track attachment details for basic attachment methods (i.e. shot pins, SMS, bolts etc...) & conditions beyond jamb studs.2. Locate all required attachments as close to jamb studs as possible. Maintain all fastener spacing and edge distance requirements. At shot pins, see typical notes, @ SMS maintain 1.5xdiameter min edge distance & spcg. At bolts space no closer than 12 diameters and no more than 9" from end of track.

2

3

4

1

2

3

4

1

2

1

1

540SD017-1

Exterior

Interior

4 studs typ

typ track

studor track

typ track

#10 SMS@ 12"cc

stud

Note: See plans and sections for stud and track sizes

#10 SMS@ 12"cc

Typical Wall Corner540SD010-12

track/wallwidth +2"full ht

track

stud

track

track

typ stud#10 SMS @12"cc typ

Note: See plans and sections for stud and track sizes

Exterior

Interior

#10 SMS @12"cc typ

Typical TeeIntersection540SD011-12

Rated Corner

stud#10 SMS@ 12"cc

Note: See plans and sections for stud and track sizesSee Arch'l drawings for wall finish construction

track

Rated Intersection

#10 SMS @12"cc typ

track

stud

stud ortrack stud

Typical Fire RatedWall Corners540SD012-12

Single Bay Condition Continuous Condition

Note: In lieu of track, a 6"x16ga flat strap may be used to support loads up to 20 lbs/ft w a max.concentrated load of 50 lbs. Strap shall be cont over 3 studs min. Attach as noted above.

finish, seeArch

finish, seeArch

6"x16 ga unpunchedmtl backing track,clip flanges to clearstuds

mtl studs

4-#10 SMS eaend backing É

4-#10 SMSea stud typ

lap full widthof stud atbacking tracksplices

Plan Elevation ElevationPlan

mtl studs

6"x16 ga unpunchedmtl backing track,clip flanges to clearstuds

Typical Backing Detail540SD013-12

1" min

hig

he

st

fas

ten

er

for

fin

ish

es

Notes:1. See other details for attachments of t&b track to structure. Screws & shot pins @ webs of slip tracks shall be located in slotted holes provided by mfr.2. For add'l info @ fire rated walls, see Arch'l (for wall type, details etc...) & mfr UL listing.3. d = stud depth4. Where slope of supporting structure is greater than 1:12, a nested track assembly shall be used.

1/2"

ga

pto

p o

ftr

ac

k

inner 2 1/2" deepleg track,18ga min

outer track 18ga min @ int,16ga min @ exterior

Typ Stud to Track

stud ends tobear on trackweb typ uno

top or botttrack, headeror sill

stud, see plan

1-#10 SMS ea.side, ea. studtyp

ed

ge

of

we

bp

un

ch

-ou

tw

he

re o

cc

urs

1 1/2

dm

in

wafer head SMSea side w/ size permfr, use #8 min

mtl studs, seesections

Typ Stud to Slip Track

ed

ge

of

we

b p

un

ch

-o

ut

wh

ere

oc

cu

rs

1 1/2

dm

in.

1/2"

clr

t.o

.stu

d

slotted slip track to matchwall depth & ga (18ga min@ int & 16ga min @ ext). Splice@ studs per mfr recommendations.

Nested Track Alternate

Typical Stud toTrack Connection540SD014-12

gy

p b

da

tta

ch

me

nt

3/4

"m

in

6"

ma

x

3/4"max

Èflute

3/8"ø Hilti KB-TZ anchor(3 1/2" embed OR

1 1/2" abv high flutewhichever is less)

diag bracing connto slab per

3 5/8"x20ga longit diag brcgat 10'-0"cc w/ 2-#10 SMS eastud where joists occurboth sides of hanger

3 5/8"x18ga strongback cont atea hgr line w/ 2-#10 SMS eajoist & hgr. May omit where hgrsoccur @ ea joist. Splice @ hgrs only

mtl roof deck

3 5/8"x18ga stud x 2'-6" min atea hgr. Attach to low flutesas shown (4-#10 SMS typ, 5-#10SMS @ 20ga decks)

3-#10 SMS @ ea hgrinstall @ web or edgeas req'd

Note: For cond where soffit hgrs attach to bott of Ê bms, see

no screws atdeck side laps

For add'l soffitinfo, see detailat right

Perp deckCondition

Typical Hanging Soffit@ conc over mtl deck

4"x18ga cont track - typProvide 4"x16ga track atplaster soffits w/ clgjoists > 12'-0" and at allext soffits

4" track eahgr - see right

bent É 2x2x20gacont w/ #10 SMS eacontact, typ allcorners. Use 18 ga@ ext soffits

1 5/8"x18ga transverse diag brcgstuds @ 48"cc typ. 3 5/8"x20gawhere length exceeds 4'-0"w/ strongback as req'd perSee also note #1

11.25max

parallel to deck

em

be

dle

ng

th

Notes:1. Transverse diagonal soffit bracing need only be installed on one line of hgr studs where soffits are less than 10'-0" in width.2. Frame openings in vertical face of soffits as in Maximum opening width = 4'-0"

1 5/8"x18ga hgr studs @ 4'-0"ccAt vertical faces of soffit,joist spans > 8'-0", andwhere joists occur both sidesof hanger, space hgrs @ 16"cc.Use 3 5/8"x20ga where hgrs arelonger than 4'-0". Use 3 5/8"x18ga min uno at ext soffits.Provide bridging as in

ceiling joistper schedule

Typical Hanging Soffit@ bare metal deck

ceiling joist @ both sidesof hgrs, where occurs

16

S-501

1

S-104

10

S-104

4

S-103

6

S-104

Typical Framed Soffit Details540SD015-12

3-#10 SMS1 1/2"min

strapbridging per 4

S-103

5/8"maxweb

track

5/8"maxweb

track

24"ccKB spcg

3-#10 SMS eacontact, typ

D

S-104

3 5/8"x18ga stud w/ #10SMS tolow flute (4 min). At parallel todeck, use 14ga flat É to bridgeflutes w/ #4 @ 6"cc (4 SMS mineach flute).

At interior walls, reduceshot pin spacing to16"cc where floormounted, wall bracedequipment occurs (notrequired @ casework)

wall framing as in or

medical equipmentor cabinets. SeeArch for attachmentto backing tracks

backing track behindall attachments typsee

13

S-103

A

S-104

B

S-104

Typical Backing Details540SD016-12

8

S-104

9

S-104

Structural Engineers, Inc.Buehler & Buehler

tel 916.443.0303 fax 916.443.0313600 Q Street, Suite 200, Sacramento, CA 95811

S

S TA T E O F CA L I FO R N I ASTRUCTURAL

R

EFORPDERETSIGE

S I N

ENGINEER

O AL


SHEET TITLE

CONSULTANTS

DESCRIPTION

PROJECT NO:

ORIGINAL DATE:

MARK DATE

RVC.042

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1ST PLAN CHECK SUBMITTAL12/20/10

Jurupa Sheriff EvidenceStorage Facility

County of Riverside EconomicDevelopment Agency

7477 Mission BlvdRiverside, California 92509

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

4

4

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

Architecture &Planning70225 Highway 111 Suite D

Rancho Mirage CA 92270

760.328.5280

LAWRENCE E.JONES

Exp. 12/31/11No. 3138

New

ForRiverside County Sheriff's Department

12/20/2010

C:\U

sers

\Rya

nM\D

ocum

ents

\PR

OJE

CTS

\Jur

upa

Sher

iff\S

10-2

3500

- Ju

rupa

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rriff_

RJM

- 11

.rvt

2/16

/201

1 7:

51:2

1 A

M

TYPICAL METAL STUDCOMMON DETAILS

S-103

S-103

1

S-103

2

S-103

3

S-103

4

S-103

5

S-103

6

S-103

7

S-103

8S-103

9

S-103

17

S-103

10

S-103

11

S-103

12

S-103

13

S-103

14

S-103

15

S-103

16

A-500 A-500

A-500A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500 A-500 A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-501A-501

A-501 A-501

A-501

A-501

A-501

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-501

RVC.084 JOSE DELEON

1

B

C

D

E

F

G

H

I

J

K

L

M

N

O

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O



CONSULTANTS


HOLTARCHITECTURE


760/328.5280

TYPICAL WALL FRAMINGDETAILS

M:\R

VC

\084

Hea

lth A

dmin

Bld

1st

Flo

or\R

VC

084-

2 C

onD

ocs\

RV

C08

4- P

LN.c

d\B

ase

Pla

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ub. H

ealth

Adm

in. B

ldg.

(RV

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84) -

Mas

ter P

lan.

pln





SUITES 102, & 103


7

4-#10 SMSmetal decktyp

#10 SMS inlow flute ofdeck (4 total)

L2x3x18gax1'-6"(LLV) to alignw/ brace

3 5/8"x20ga studs@ 48"cc stgrd

L2x3x18ga clip (LLV)@ ea diag brace w/3-#10 SMS ea leg

line of ceiling,see Arch'l

3-#10 SMS

3 5/8"x20gastrongback @5'-0"cc where'L' greaterthan 5'-0" w/2-#10 SMS eacontact

L2x3x18gax1'-6" (LLV)to align w/ brace

std track to matchgauge of studs typattach as in

mtl studs seeArch'l &

Parallel Condition Perpendicular Condition

11.25max

Notes:1. Locate diag bracing w/in 12" of jamb studs as follows: 1-diag brace @ J2 2-diag braces @ 12"cc @ J3 & J42. Where conc fill occurs over metal deck, attach bracing as in

3. Diag brcg may occur @ either side of wall or stgrd @ Contractors option.

6"

spaces @ 5'-0

"cc max

'L'

12'-0" max

14

S-103

B

S-104

Typical Partial HeightPartition Wall Bracing542SD001-12

16

S-501

mtl studs @ jambsee

track continuesunder window opngswhere occur

track attachmentas in or

concrete slab orconcrete over mtldeck as occurs

attach ea jamb studto track as in

track attachments@ jamb studs see

place track attachments @ jambs@ one side where track doesnot occur @ both sides of jamb.Place evenly @ both sides wheretrack occurs @ both sides of jamb

mtl stud trackto match size& ga of studs

8

S-104

9

S-104

17

S-103

D

S-104

14

S-103

Jamb Studs@ Sill Track542SD002-12

slotted tracksee

Wall Perpendicular to Deck

1/2"

ga

p

typ É & tracksee

track attachments@ jamb studs see

typ track attachas in

mtl studs @ jambsee

track & É attachments@ jamb studs see

Wall Parallel to Deck

4

S-104D

S-104

14

S-103

17

S-103

17

S-103

4

S-104

Jamb Studs@ Top Track542SD003-12

Notes:

1. Where wall is perpendicular to deck and concrete fill over metal deck occurs attach track to deck w/ 1-shot pin w/ steel washer @ 24"cc max in lieu of SMS.

2. Where wall is parallel to deck & wall È is w/in 1 1/2" of È of low deck flute, top track may be attached directly to deck as in perpendicular cond & contin É may be omitted.

3. See shot pin notes for spacing, edge distance & placement requirements. At SMS maintain 1.5 x diameter min spacing & edge distance.

4. For cond @ jamb studs see

#10 SMS @ 16"cc#10 SMS @ lowflutes 16"cc max

1/2"

ga

p

Wall Perpendicular to Deck Wall Parallel to Deck

É 18ga contin x width as req'd tocontact 3 low deck flutes w/#10SMS @ 16"cc @ ea edge to deck.Use shot pins in lieu of SMS @ concretefill over metal deck where occurs.

3

S-104

slotted tracksee

mtl studs seesections

14

S-103

metal deck

Slip Track to MetalDeck w/o Fireproofing542SD004-12

Z clip as in @ left x width req'dto contact 2 low deck flutes minw/ #10 SMS ea end.

#10 SMS @ ea clip

de

pth

of

Z t

om

atc

h t

hic

kn

es

so

f fi

rep

roo

fin

g(2

1/2"

ma

x)

1/2"

ga

p

1 1/2"

1 1/2"

Notes:

1. Where conc fill occurs over metal deck, use shot pins in lieu of SMS.

2. Provide Z clips as req'd for fasteners @ jamb studs, see

18 ga Z clips x widthof studs @ 16"cc maxw/ 2-#10 SMS to deck

Wall Perpendicular to Deck Wall Parallel to Deck

17

S-103

slotted tracksee


14

S-103

metal deck

Slip Track to MetalDeck w/ Fireproofing542SD005-12

18 ga Z clips x widthof studs @ 32"cc w/shot pin ea end to bm

1 1/2"

1 1/2"

Notes:

1. Provide Z clips as req'd for fasteners @ jamb studs see

2. At soffit hangers, studs may be attached as shown above with the following modifications: A. Use std 18 ga deep leg track in lieu of slip track. Provide 2-#10 SMS ea side

of hanger. B. Where fireproofing occurs, use 14 ga Z clips @ ea hgr. Attach track to clips w/ 3-#10 SMS located within 1/2" of ea edge and at middle of track.

Align Z clips w/ hangers (±1 1/2"). C. Where no fireproofing occurs, attach track to bm with 2-shot pins @ 16"cc located within 1/2" of ea edge of track. For additional information @ suspended soffits see

3. Studs & hgrs may be offset from bm flange up to 9" @ studs & 6" @ hgrs with the following modifications: A. At studs, provide 16ga Z clip & 3 shot pins evenly spaced where 'X'>3". B. At hangers, weld clip to beam as shown, where 'X'>3".

'X'seenote

#3

2-shot pins @ trackto bm @ 32"cc

2-#10 SMS @ trackto ea clipSteel w/o

FireproofingSteel w/

Fireproofing

ma

tch

fire

pro

ofi

ng

2 1/

2" m

ax

1/2"

ga

p

1/2"

ga

p

17

S-103

15

S-103

slotted tracksee


14

S-103

Slip Track toSteel Beam542SD006-12

1/8 1 1/2

1-shot pin @ 16"cc fromtrack to concreteFor fasteners@ jamb studs see

slotted tracksee

1/2"

ga

p

mtl studssee sections

concrete bmor slab

3" min

14

S-103

17

S-103

Slip Trackto Concrete542SD007-12

optional CJ

8"

ma

x

6"


std track typ

depressionwhere occurssee Arch'l

1-shot pin @ 32"cc @È track. Providefasteners @ jambsper

&

Note:Where slab depression occurs, verify depth 'Y',location & extent w/ Arch'l. Where 'Y' exceeds 2"use provisions of curb cond.

#3 @ 18"cc typ uno, rotatehook as req'd to provide3" min cover

Typical Condition

Curb Condition

#4 mincont

@ depressionwhere occurs

@ FC whereoccurs

1/2"ø track bolt w/7" minembed @ 48"cc w/stdwasher. Providebolts @ jambs per

2"min

3"

min

'Y'

4"

min

'Y'

2

S-104

17

S-103

17

S-103

2"min@ FC where occurs

2 1/4"min

depressionwhere occurssee Arch'l

Sill Track to Slab542SD008-12

È pin & track typ offsetas req'd to meetedge distancesnoted blw

È bolt, trackand curb

#3 @ 18"cc ('H' < 6")#4 @ 18"cc (6" < 'H' < 12")#4 @ 12"cc (12"< 'H' < 24")

12"

addl #4where 'H' >12"

#4cont

optional CJ

alternateleg ea way

cont rebarper plans

conc over mtldeck see plans

'H'

2'-0

" m

ax


Typical Condition Curb Condition

std track typ

1-shot pin @ 32"cc @È track. Providefasteners @ jambsper &2

S-104

17

S-103

1/2"ø track bolt w/7" minembed @ 48"cc w/stdwasher. Providebolts @ jambs per 17

S-103#4

cont

Sill Track to ConcreteOver Metal Deck542SD009-12

Ceiling Joist Schedule

1. All studs & joists are 'S' type.

2. Where clg joists are supported from soffit hgrs as in & clg joists occur @

both sides of hgrs, joist spans shall not exceed 8'-0". Provide add'l lines of hgrs as req'd.

#10 SMS @ 18"cc@ track to track

where ceiling joists spanmore than 12'-0", provideclip L2x2x18ga x joistdepth less 1/2" w/ 3-#10SMS ea leg

#10 SMS @ 18"cc@ blkg to track

'd'

Typical Ledger Condition

Joist Perpendicular to Wall

Joist Parallel to Wall

AccessibleSpan

5'-0" max

8'-0" max

12'-0" max

16'-0" max

2 1/2" x 18 ga @ 16"cc

3 5/8" x 18 ga @ 16"cc

6" x 18 ga @ 16"cc

6" x 16 ga @ 16"cc

ceiling joist

18 ga track contw/ 3-#10 SMS @ eastud. Where trackattaches to structsteel, use shot pinsin lieu of SMS asin

mtl studs per or

20 ga blkg

18 ga trackcont

2-#10 SMSat ea joist

clg joistsper sched

blkg to matchjoists @ 48'cc(attach w/ clipsper )

18 ga trackcont

2-#10 SMS@ ea blkg

10'-0" max 6" x 20 ga @ 16"cc

bridging at thirdpoints, 4'-0"cc maxas in typ


ceiling joistper schedule

15

S-103

4

S-103

4

S-103

4

S-103

A

S-104

B

S-104

6

S-104


4

S-103

clg joistperschedule

Typical Framed Ceiling Details542SD010-12

Non-accessibleSpan

10'-0" max

14'-0" max

20'-0" max

22'-0" max

19'-0" max

sill track anchoragesee &

9" max6" min

typ

open

'W'@ multiple opngs

(use combined opngwidth for sizing of

jamb studs btwn opngs)

header size perschedule - see

open

bridging where wallfinish does notoccur as in

sill size perschedule - see

condition where openingoccurs @ door/windowjamb studs

jamb studs as forwindow opn'g full htsee

open

open

sill & hdrper sched

full ht jamb studstyp see

'W'

interior mtl studs, referenceArch'l for stud depth & spcg.For gauge & height limitations see

infill stud as neededto accommodate opngsize

slotted slip trackto match stud depthsee

sill track attach@ jamb see

top track attach@ jamb see

typical track attach @ topof wall see

sill track to matchstud gauge, attachto studs as inÈ track splice

or hole

9" max6" min

D

S-104

D

S-104

2

S-104

8

S-104

9

S-104

C

S-104

14

S-103

4

S-103

D

S-104

D

S-104

D

S-104

4

S-1043

S-104

14

S-1035

S-104

6

S-104

7

S-104

9" max6" min

Full Height Interior MetalStud Wall Elevation542SD011-48

- no scale

he

igh

ts

ee

Arc

h'l


open

open

jamb studs perschedule

'W'typ window

floor or roofsee plans

diag brcg @ top of wallLocate brcg @ jambsper

sill track anchoragesee &

9" max6" min

header size perschedule - see

bridging where wallfinish does notoccur as in

sill size perschedule - see

jamb studs as forwindow opngsee

interior mtl studs, referenceArch'l for stud depth & spcg.For gauge & height limitations see


sill track to matchstud gauge, attachto studs as in

È track spliceor hole

9" max6" min

2

S-104

8

S-104

9

S-104

C

S-104

14

S-103

4

S-103

D

S-104

D

S-104

D

S-104

9" max6" min

9" max6" min

'W'typ door

2

S-104

1

S-104D

S-104

Partial Height Interior MetalStud Wall Elevation542SD012-48

- no scale

lap webs of top tracks @ splices1'-8" min w/ 18ga bent É 1-1/4"Connect w/ 6-#10 SMS ea side typCenter on diag brcg

Interior Metal Stud Partitions

1. Studs shall be depth as indicated on Arch drawings and gauge as determined by height of wall and the schedule above.

2. See elevations & for typical wall framing conditions.

3. Designation conforms to Steel Stud Manufacturers Association standards.

4. For wall supported cabinet installation see

5. The max. hts noted in this table are based upon theuse of seismic component load Fp or a live load of5psf, whichever governs.

800S162-33

800S162-43

800S162-54

800S162-68

600S162-68

600S162-54

600S162-43

3

16"cc spacing

400S162-33204"

8"

8"

8"

8"

6"

6"

6"

6"

16

14

20

18

18

600S162-3320

4"

4"

4" 400S162-4318

3 5/8"

3 5/8"

3 5/8"

3 5/8"

362S162-4318

362S162-3320

400S162-68

400S162-54

362S162-68

362S162-54

14

16

14

16

14

16

Maximum Height for Metal Studs withSds = 0.75, Ip = 1.0Deflection Limit L/120 - Non Bearing with Cabinet or Equipment

HeightDesignationGageDepth

A

S-104

B

S-104

16

S-103

542SD033-1

17'-1"

18'-6"

20'-10"

22'-7"

18'-10"

20'-11"

22'-7"

24'-7"

25'-7"

28'-8"

32'-8"

35'-10"

29'-2"

36'-11"

42'-1"

46'-10"

Interior Wall OpeningFraming Schedule

4'-0"

8'-0"

12'-0"

16'-0"

J1

J2

J3

J4

Jambs

H2

Header

S1

'W' widthmax

1,2,3

1. Use J2 minimum at door openings

2. Use J2 at 4'-0" opngs in 20ga walls

3. Use J2 at 4'-0" opngs in 8"x18ga walls

4. H4-6 may be used at 12'-0" opngs in 16ga and 14ga walls w/ the exception of 8" walls

5. Use 18ga min. headers at 12'-0" opngs in 8" walls

6. Use 16ga min. headers at 16'-0" opngs in 3-5/8" & 4" walls

7. Use 14ga min. headers at 16'-0" opngs in 6" & 8" walls uno

8. Use HC4-10 headers at 16'-0" opngs in 8"x14ga walls

9. Use S2 sills at 8'-0" opngs in 3-5/8x20ga, 4"x20ga, and 6"x20ga walls.

10. S2 may be used at 16'-0" opngs in 16ga and 14ga walls w/ the exception of 3-5/8" walls

11. See sheet S-103 for jamb, header, and sill details

12. "H4-8" indicates header type and depth of vertical stud elements inside header. "HC4-8" indicates composite header w/ add'l screw requirements - see schedule &

13. For connection @ base of wall at jambs see

14. For connection @ top of wall at jambs see

15. 'W' width is the max width of a single opening or the combined width of side by side openings that share a single jamb stud configuration.

H4

HC4-8

HC4-8

S1

S4

S2

542SD014-1

Sill

6,7,8,12

9

10

HC4-8 Screw Spcg

3-5/8" &4" walls

6" & 8" walls

8"cc

8"cc

4"cc

4"cc4.5,12

15

2

S-104

3

S-104

3

S-103

Deflection Limit = L/120

Structural Engineers, Inc.Buehler & Buehler

tel 916.443.0303 fax 916.443.0313600 Q Street, Suite 200, Sacramento, CA 95811

S

S TA T E O F CA L I FO R N I ASTRUCTURAL

R

EFORPDERETSIGE

S I N

ENGINEER

O AL


SHEET TITLE

CONSULTANTS

DESCRIPTION

PROJECT NO:

ORIGINAL DATE:

MARK DATE

RVC.042

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1ST PLAN CHECK SUBMITTAL12/20/10

Jurupa Sheriff EvidenceStorage Facility

County of Riverside EconomicDevelopment Agency

7477 Mission BlvdRiverside, California 92509

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Architecture &Planning70225 Highway 111 Suite D

Rancho Mirage CA 92270

760.328.5280

LAWRENCE E.JONES

Exp. 12/31/11No. 3138

New

ForRiverside County Sheriff's Department

12/20/2010

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TYPICAL INTERIORMETAL STUD DETAILS

S-104

S-104

1

S-104

2

S-104

3

S-104

4

S-104

5

S-104

6

S-104

7

S-104

8

S-104

9

S-104

10

S-104

A

S-104

B

S-104

C

S-104

D

A-500

A-501A-501

A-501

A-501

A-501A-501

A-501A-501A-501A-501

A-501

A-501

A-501

A-501A-501

A-501 A-501

A-501

A-501A-501

A-501

A-501

A-501

A-501

A-501A-501

A-501

A-501 A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501A-501

A-501

A-501

A-501

A-501 A-501A-501

A-501

A-501

A-501

A-501 A-501

A-501A-501A-501A-501

A-501

A-500

A-500

A-500

A-500

A-500 A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500

A-500 A-500

A-500

A-500

A-500

A-500

A-500

A-501

A-500

12

A

SHEET TITLE

DESCRIPTION


MARK DATE

A-511

RVC.084 JOSE DELEON

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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CONSULTANTS


HOLTARCHITECTURE


760/328.5280

SUSPENDED ACOUSTICALCEILING NOTES AND

DETAILS

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SUITES 102, & 103


7

12 GA. VERTICAL HANGER WIRESAT 4'-0" ON CENTER EACH WAY.SEE NOTES 1, 2, 3,7 & 8, ONDETAIL D14/A-502

VERTICAL COMPRESSION POST AT EACHSET OF BRACING WIRES(COMPRESSIONPOST SHALL NOT REPLACE HANGERWIRE)

FOUR 12 GA., SPAYED BRACINGWIRES, TWO PARALLEL TO ANDTWO PERPENDICULAR TO MAINRUNNERS, SEE NOTES 6 & 7 ONDETAIL D14/A-502

MAIN RUNNER

CROSS RUNNER

2" MAX. FROM BRACINGWIRES TO COMPRESSIONSTRUT AND CROSS RUNNERS,TYPICAL.

45° MAXTYP.

45° MAXTYP.

FOR ATTACHMENT TO STRUCTUREABOVE SEE DETAIL L5/A-502

FOR ATTACHMENT TO STRUCTUREABOVE SEE DETAIL L5/A-502

*ICC-ES Evaluation Report ESR-1308

COMPRESSION STRUTS:STEEL SECTION WITH I/R RATIO OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNERWITH 2-#12 SELF-DRILLING SELF TAPPING (SDST) SCREWS AND TO STRUCTURE WITH 2- #12x2" SCREW ATWOOD OR 3/16" DIAMETER ANCHOR AT CONCRETE/STEEL. COMPRESSION STRUT SHALL NOT REPLACEHANGER WIRE.

9

9

8

11

7

5 6 6

7

1

7

1

6

6

4

8

2

3

4

10

3

5

KEY NOTESMAIN RUNNER @ 48" O.C. MAXIMUM1

CROSS RUNNER @ 24" O.C. MAXIMUM2

12 GA. HANGER WIRES @ 48" O.C. MAXIMUMREFER TO G13/A511 NOTES 1, 3, 7 & 8

33

12 GA. HANGER WIRE 8" OR 1/4 LENGTH OF END TEE FROM WALL.REFER TO G13/A-511 NOTES 2, 3, 7 & 8

4

12 GA. SPLAYED BRACING WIRES & COMPRESSION POST.REFER TO G13/A-511 NOTES 6 & 7 AND DETAIL D9/A-511

5

FOR SPACING OF BRACING WIRES,REFER TO G13/A-511 NOTES 6A & 6B

6

LIGHT FIXTURES & HVAC GRILLESREFER TO G13/A-511 NOTES 9 & 10, AND DETAIL D1/A-511

7

CEILING GRID MEMBER ATTACHED TO WALL AT TWO ADJACENT WALLS ONLY.REFER TO G13/A-511NOTE 4 AND DETAIL F1/A-511

8

9

HANGER WIRE AND BRACING WIRE ATTACHMENT TO STRUCTURE.REFER TO G13/A-511 NOTE 7 AND DETAIL L5/A-511

10

CEILING GRID MEMBER NOT ATTACHED AT OPPOSITE WALLS.REFER TO G13/A-511 NOTES 4 & 5 AND DETAIL F1/A-511

SAME CRITERIA AS NOTED ABOVE ARE APPLICABLE AT 24" X 24" GRID.11

PLAN VIEWTYP.

TYP.TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

SECTION VIEW

TYP.

TYP.

TYP.

2

8" MAX. (TYP.)

3/4" CLEAR MIN.

LINE OF WALL, TYPICAL

METAL STUD FRAMING, TYP.

MANUFACTURER'SAPPROVED PERIMETERCLIP AT EACH RUNNER

FIRST RUNNER PARALLELTO WALL, TYP.

WALL MOLDING W/ SHEETMETAL SCREW INTOEACH STUD, TYP.

LINE OF WALL, TYPICAL

METAL STUD FRAMING, TYP.

7/8" WALL MOLDING W/SHEET METAL SCREWINTO EACH STUD, TYP.

HANGER WIRE-SEE NOTE 2,DETAIL D1/A-502

3/4" COLD ROLLED STEELCHANNEL INTERLOCKINGSTRUT-SEE NOTE 5, DETAILD1/A-502 (OMIT IF FIRSTRUNNER PARALLEL TO WALLIS WITHIN 12" OF WALL)

BERC-2 CLIP. TYP.

BERC-2 CLIP. TYP.

OPTIONAL

1.5"TOTAL

TRAVEL

POP RIVOTSCREW TIGHTENED THROUGH

MAIN RUNNER WEB RESTRICTINGSEPERATION FROM WALL MOLDING

OR 1/4 LENGTHOF RUNNER

ATTACHED TO WALL(AT TWO ADJACENT WALLS ONLY-SEE NOTE 4, DETAIL D1/A-502)

NOT ATTACHED TO WALL(AT OPPOSITE WALLS)

ATTACHEDWALL

ISOMETRIC

UNATTACHEDWALL

ISOMETRIC

7/8"

8" MAX.

7/8"

BERC-2CLEARANCE WALL

INSTALLATION(UNATTACHED WALL)

3/4"

BERC-2TIGHT WALL

INSTALLATION(ATTACHED WALL)

OPTIONTIGHT WALL

INSTALLATION(ATTACHED WALL)

BERC-2 CLIP

3/4"

8" MAX.

EQ

.1'

-0"

EQ

.

2 EACH SIDE

4 EACH SIDE

#8 SELF-TAPPINGSHEET METALSCREWS, TYP.

24" LONG FIXTUREOR AIR TERMINAL

48" LONG FIXTUREOR AIR TERMINAL

* SEE NOTE 10

CHAPTER 25A, CALIFORNIA BUILDING CODE (PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS) FOR SUSPENDED CEILING SYSTEMS IN PUBLIC SCHOOL BUILDINGS. DIVISION OF THE STATE ARCHITECT, INTERPRETATION OF REGULATIONS DOCUMENT 1R M-3 (DATED 6-6-2003) DEVIATIONS OR SPECIAL SITUATIONS NOT ADDRESSED BY THESE NOTES REQUIRE REVIEW AND APPROVAL BY THE DIVISION OF THE STATE ARCHITECT (DSA) FOR PUBLIC SCHOOL BUILDINGS

1. 12 GAUGE MINIMUM HANGER WIRES MAY BE USED FOR UP TO 4'-0" X 4'-0" GRID SPACING AND SHALL BE ATTACHED TO MAIN RUNNERS.

2. PROVIDE MINIMUM 12 GAUGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT INCHES (8") OF THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED VERTICAL AND HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GAUGE HANGER WIRES SUBJECT TO ARCHITECT'S APPROVAL

3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES

4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS, USING APPROVED CLIPS OR TIE WIRES. USE OF RIVOTS, SCREWS OR OTHER FASTENERS THROUGH EXPOSED FLANGE OF TEE IS NOT PERMITTED. CEILING GRID MEMBERS SHALL BE AT LEAST ONE-HALF INCH (1/2") FREE OF OTHER WALLS. WHERE WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHALL BE FREE AND A MINIMUM OF ONE-HALF INCH (1/2") CLEAR OF WALL

5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GAUGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS TWELVE INCHES (12") OR LESS. THIS INTERLOCK IS NOT REQUIRED. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION POST AND FOUR (4) MINIMUM 12 GAUGE SUPPORT WIRES.

6. BRACING WIRES ORIENTATED 90 DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING. SEE DETAIL D1/A-511

(A) FOR SCHOOL BUILDINGS, PLACE BRACING ASSEMBLIES AT A SPACING OF NOT MORE THAN 12 FEET BY 12 FEET ON CENTER.(B) FOR ESSENTIAL SERVICES BUILDINGS, PLACE BRACING ASSEMBLIES AT A SPACING OF NOT MORE THAN 8 FEET BY 12 FEET ON CENTER.(C) PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN 1/2 THE SPACINGS GIVEN ABOVE, FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS(D) SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, SORROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS. THE SLOPE OF THE BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING. THE BRACING WIRES SHALL BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES ARE NOT PERMITTED IN BRACING WIRES WITHOUT SPECIAL REVIEW AND APPROVAL BY ARCHITECT

7. FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTEN SPLAYED BRACING WIRES WITH NOT LESS THAN FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF ONE AND ONE AND ONE-HALF INCHES (1 1/2")HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE

8. SEPARATE ALL CEILING HANGER AND BRACING WIRES SIX INCHES (6") MINIMUM FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUITS NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS APPROVED BY DSA. WHERE DRILLED-IN EXPANSION ANCHORS OR POWDER-DRIVEN PINS ARE USED IN REINFORCED CONCRETE

9. FOR HANGER WIRES, ONE OUT OF TEN (1/10) SHALL BE FIELD TESTED FOR 200 POUNDS IN TENSION. WHERE DRILLED-IN EXPANSION ANCHORS ARE USED IN REINFORCED CONCRETE FOR BRACING WIRES, ONE OUT OF TWO (1/2) MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION. POWDER-DRIVEN PINS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY DRILLED-IN EXPANSION ANCHOR OR POWDER-DRIVEN PIN FAILS, SEE SECTION 1923A.3.5, CALIFORNIA BUILDING CODE (PART 2, TITLE 24).

10. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. USE #8 SELF-TAPPING SHEET METAL SCREWS THROUGH THE FIXTURE HOUSING AND THE VERTICAL WEB OF THE CEILING GRID MAIN OR CROSS RUNNER. FOR 24 INCH LONG FIXTURES, INSTALL ON EACH OF TWO OPPOSITE SIDES OF THE FIXTURE TWO (2) SCREWS, SPACED 12 INCHES APART (4 SCREWS TOTAL PER FIXTURE). FOR 48 INCH LONG FIXTURES INSTALL ON EACH OF TWO OPPOSITE SIDES OF THE FIXTURE FOUR (4) SCREWS, SPACED 12 INCHES APART (8 SCREWS TOTAL PER FIXTURE). INSTALL SCREWS ON LONG SIDES OF RECTANGULAR FIXTURES. SEE DETAIL D1/A-511

11. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES, WEIGHING LESS THAN 56 POUNDS, MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF HEAVY-DUTY GRID SYSTEMS, BUT, IN ADDITION THEY SHALL HAVE A MINIMUM OF TWO (2) - 12 GAUGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FOOT X 4 FOOT LIGHT FIXTURES SHALL HAVE SLACK SAFETY WIRES AT EACH CORNER ANCHORED TO THE STRUCTURE ABOVE. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) - 12 GAUGE TAUT WIRES EACH ATTACHED TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE FOUR TAUT 12 GAUGE WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.

12. SUPPORT SUFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SORROUND THE CEILING RUNNER AND WHICH ARE SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GAUGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT PERMITTED. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER.

13. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY PER NOTE 6 ABOVE IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILS REVIEWED AND APPROVED BY DSA ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT HORIZONTAL FORCES.

THE DESIGN AND INSTALLATION OF SUSPENDED ACOUSTIC CEILING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN UNIFORM BUILDING CODE STANDARD 25-2, AND WITH THE FOLLOWING ADDITIONAL REQUIREMENTS AS NOTED:

THESE NOTES AND THE DETAILS ON THIS SHEET ARE APPLICABLE TO STANDARD SUSPENDED ACOUSTICAL CEILING SYSTEMS WHOSE TOTAL WEIGHT INCLUDING AIR CONDITIONING GRILLES AND LIGHT FIXTURES DOES NOT EXCEED FOUR PONDS PER SQUARE FOOT (4 PSF), AND WHICH DO NOT SUPPORT LATERAL LOADS FROM PARTITIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE SUSPENDED ACOUSTICAL CEILING SYSTEM

2'-0

"

4'-0

"

1'-0"

2'-0"

1'-0"

2'-0"

1'-0

"

2'-0

"

FIRE SPRINKLERHEAD

2x2 ACOUSTICALCEILING TILE

CEILING GRIDSYSTEM

FIRE SPRINKLERHEAD

2x2 ACOUSTICALCEILING TILE

CEILING GRIDSYSTEM

MA

X. L

EN

GTH

: SE

E C

HA

RT

BE

LOW

1 1/

2"5/

8" M

IN.

6" M

AX

IMU

M6"

MIN

IMU

M

1 1/

4"1

1/4"

3/4"

MIN

.

1 1/2"5/8" MIN.

MA

X. L

EN

GTH

: SE

E C

HA

RT

BE

LOW

6" MINIMUM, TYP.

1 1/4" MIN.

TWO 3/16" DIA. POWDER-DRIVEN PINS OREXPANSION ANCHORS, 1 1/2" MINIMUMINTO CONCRETE, OR #12 X 1"SELF-TAPPING SCREWS INTO STEELDECK, OR #12 X 2" WOOD SCREWSINTO WOOD RAFTERS, JOISTS, ORBLOCKING.

1/8" x 2" WIDE X 3" X 3" BENT STEEL PLATE

TWO 1/4" DIA. MACHINE BOLTS WITH FLATWASHER AT NUTS, AND TWO NUTSEACH. DO NOT CRUSH EMT.

ELECTRICAL CONDUIT (EMT)COMPRESSION POST-SEE CHARTBELOW FOR SIZE

TWO #12 SHEET METAL SCREWSTHROUGH BOTH SIDES OF SLEEVE& POST

ELECTRICAL CONDUIT (EMT) SLEEVEONE SIZE LARGER THANCOMPRESSION POST

ONE 1/4" DIA. MACHINE BOLT WITH FLATWASHER AT HEAD AND NUTS, ANDTWO NUTS THROUGH BOTH SIDES OFSLEEVE AND THROUGH MAIN RUNNER.DO NOT CRUSH MAIN RUNNER.

2-#10 SHEET METAL SCREWS EACHSIDE OF TRACK, TYP.

1 5/8" X 20 GAUGE METAL STUDTRACK X 8" LONG W/ TWO 3/16" DIA.POWDER DRIVEN PINS OR EXPANSIONANCHOR 1 1/2" MIN. INTO CONCRETE,OR FOUR #8 X 1/2" SELF-TAPPINGSCREWS INTO STEEL DECK.

ATTACH STUD TO MAIN RUNNER W/ONE 1/4" DIA. MACHINE BOLT WITH FLATWASHER AT HEAD AND TWO NUTS,THROUGH STUD AND MAIN RUNNER.DO NOT CRUSH MAIN RUNNER.

1 5/8" X 20 GAUGE METAL STUDCOMPRESSION POST1 5/8" X 20 GAUGE METAL STUDCOMPRESSION POST

ELECTRICAL CONDUIT (EMT) POST

METAL STUD POST

COMPRESSION POST CHART

COMPRESSION POST MINIMUMCROSSSECTIONALAREA 'A'

MINIMUMRADIUS OFGYRATION"R" OR "Ry"

MAXIMUM LENGTHOF COMPRESSIONPOST ("R" OR "Ry"X 200)

1/2" DIA. EMT 0.088 IN. SQ. 0.238 IN. 3'-10"3/4" DIA. EMT 0.134 IN. SQ. 0.309 IN. 5'-0"1" DIA. EMT 0.198 IN. SQ. 0.392 IN. 6'-6"1 5/8" X 20 GAUGEMETAL STUD

0.155 IN. SQ. 0.454 IN. 7'-6"

NOTE: USE EMT OR METAL STUD COMPRESSION POST WITH MINIMUM STRUCTURAL PROPERTIES "A" AND "R" OR "Ry" LISTED IN CHART.

5/8" 5/8

SEE NOTE 1 BELOW

SEE NOTE 1 BELOW

CEILING CLIP13 GA. x 3/4" WIDE (MIN.)

SHOT-IN-ANCHOR3/4" (MIN.)PENETRATION-TEST

STRUCTURALCONCRETE

VERTICALHANGER WIRE

3 TIGHT TURNSIN 1 1/2"

STRUCTURALCONCRETE

5/16 INCH. (MIN) DRILL-IN EXPANSION ANCHO-TEST

STEEL STRAP1" WIDE x 12GA.

(MIN.)

4 TIGHT TURNSIN 1 1/2"

SPLAYED BRACEWIRE SEE SEC.

DRILL-INEXPANSIONANCHOR W/

EYE-BOLT

STEELDECK

STRUCTURALCONCRETE FILL

SEE DETAIL (A)ABOVE

STEELDECK


STEELDECK


SEE DETAIL (B)ABOVE

BRACING WIRE

MAX45°

MAX

DETAIL (A) VERTICAL HANGERWIRE CLIP ATTACHMENT

DETAIL (B) SPLAYED BRACINGWIRE CLIP ATTACHMENT

NOTE 1: MINIMUM REQUIRED DISTANCE PER MANUFACTURER'S EVALUATION REPORT.

SCALE: 3" = 1'-0"L1 ISOMETRIC OF SUSPENDED CEILING GRID

SCALE: 1/8" = 1'-0"D5 SUSPENDED CEILING LAYOUT

SCALE: 3" = 1'-0"F1 WALL / SUSPENDED CEILING INTERSECTION

SCALE: 1/4" = 1'-0"D1 ATTACHMENT OF LIGHT FIXTURES AND AIR TERMINALS TO CEILING GRID

G13 SUSPENDED ACOUSTICAL CEILING NOTES

SCALE: 1/2" = 1'-0"D13 FIRE SPRINKLERSCALE: 3" = 1'-0"D9 COMPRESSION POST

A1 NOT USED

SCALE: 1/2" = 1'-0"K5 WIRE ATTACHMENT AT STEEL DECK

G13/A-511

K5/A-511

K5/A-511

G13/A-511

G13/A-511

G13/A-511

G13/A-511

K5/A-511