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SHEET TITLE
DESCRIPTION
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
TITLE SHEET
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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
7
2
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
YD YARD
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
A
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
14. DESIGNATED LANES (BUILDING ACCESS) SHALL REMAIN UNOBSTRUCTED AND PERMANENTLY MAINTAINED.
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
2
2
JOB SITE LOCATIONFIRST FLOOR
12
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SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
G-100
RVC.084 JOSE DELEON
1
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
A
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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
CODE ANALYSIS FLOORPLAN
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Mas
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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
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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
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) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) SYSTEM FURNITURE
(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
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. CONSTRUCTION SHALL NOT VIOLATE ANY SECTION OF APPLICABLE BUILDING CODE OR STATE OR LOCAL ORDINANCES.
4. 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.
5. ALL WORK SHALL COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
6. 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.
7. DESIGNATED LANES (BUILDING ACCESS) SHALL REMAIN UNOBSTRUCTED AND PERMANENTLY MAINTAINED.
9. SEE C.F.C. ART. 87 FOR FIRE SAFETY DURING CONSTRUCTION.
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.
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. CONSTRUCTION SHALL NOT VIOLATE ANY SECTION OF APPLICABLE BUILDING CODE OR STATE OR LOCAL ORDINANCES.
4. 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.
5. ALL WORK SHALL COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
6. 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.
7. DESIGNATED LANES (BUILDING ACCESS) SHALL REMAIN UNOBSTRUCTED AND PERMANENTLY MAINTAINED.
9. SEE C.F.C. ART. 87 FOR FIRE SAFETY DURING CONSTRUCTION.
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
104 (E) OFFICE 112 BUSINESS AREA 100 GROSS 2
105 (E) OFFICE 115 BUSINESS AREA 100 GROSS 2
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
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
G-110
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
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
SIGNAGE PLAN
M:\R
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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
7
3
3
3
(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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
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) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE (E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE
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
DOT HEIGHT 1/40 INCHES
THE COLOR AND CONTRASTOF THE SIGN DISTINCTIVELY
CONTRASTS WITH THECOLOR AND CONTRAST OF
THE WALL PER CBC 1117B.5.2
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
THE COLOR AND CONTRASTOF THE SIGN DISTINCTIVELY
CONTRASTS WITH THECOLOR AND CONTRAST OF
THE WALL PER CBC 1117B.5.2
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
DOT HEIGHT 1/40 INCHES
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
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
D-100
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
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
DEMOLITION FLOOR PLAN &REFLECTED CEILING PLAN
M:\R
VC
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RV
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ealth
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in. B
ldg.
(RV
C.0
84) -
Mas
ter P
lan.
pln
INTERIOR IMPROVEMENTSFOR
4069 COUNTY CIRCLE DRIVE, RIVERSIDE , CA 92503
WWW.HOLTARCHITECTS.NET
PUBLIC HEALTHADMINISTRATION BUILDING
SUITES 102, & 103
RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY
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 (E) OFFICE
(E) OFFICE
(N) STORAGE ROOM
(E) OPEN OFFICE
(E) INTERVIEW ROOM
(E) WAITING AREA
EX
ISTI
NG
CA
SE
WO
RK
(E) STAIRWELLNOT A PART OF
SCOPE OF WORK
EX
ISTI
NG
SY
STE
M F
UR
NIT
UR
EC
OU
NTE
R
LIMIT OF SCOPE OF WORK
SU
ITE
102
LIMIT OF SCOPE OF WORKLIMIT OF SCOPE OF WORK
LIM
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
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) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE (E) CUBICLE
(E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE (E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE
100
101
102
103
106
111
110
109
108
107
104 105
SU
ITE
103
EXISTING ACCESS FLOOR SYSTEM
EXISTING3-IN-1 PRINTER
(TO BE RELOCATED)BY OWNER
EXISTING3-IN-1 PRINTER
(TO BE RELOCATED)BY OWNER
1
1
21
3
(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) 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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
EXISTING SUITENOT A PART OF SCOPE OF WORK
(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.
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.
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.
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
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-010
RVC.084 JOSE DELEON
1
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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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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
DOOR & WINDOWSCHEDULE AND
ELEVATIONS
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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
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)
SEALANT BOTH SIDES (TYP)
GYP BD PER PLAN SEE FINISHSCHEDULE FOR FINISH
INSULATION PER PLANS (TYP)
WALL FRAMING PER PLAN
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
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)
GLAZING PER SCHEDULE
WEDGE BEAD PERMANUFACTURE (TYP)
1 1/8" DWS
DOOR FRAME & DOOR TYPEPER DOOR SCHEDULE (TYP)
SEALANT BOTH SIDES (TYP)
GYP BD PER PLAN SEE FINISHSCHEDULE FOR FINISH
INSULATION PER PLANS (TYP)
WALL FRAMING PER PLAN
GLAZING PER SCHEDULE
WEDGE BEAD PERMANUFACTURE (TYP)
VAR
IES
PER
PLA
N
WINDOW FRAME & WINDOW TYPEPER WINDOW SCHEDULE (TYP)
GLAZING PER SCHEDULE
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
R F
IRE
RA
TE
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
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-100
RVC.084 JOSE DELEON
1
B
C
D
E
F
G
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I
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K
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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
A
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D
E
F
G
H
I
J
K
L
M
N
O
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
EXISTING OVERALL FLOORPLAN
M:\R
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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
7
2
A1 EXISTING OVERALL FLOOR PLAN - REFERENCE ONLY
EXISTINGBUILDING
EXIT
EXISTINGBUILDING
EXIT
EXISTINGBUILDING
EXIT
EXISTINGBUILDING
EXIT
EXISTINGBUILDING
EXIT
EXISTINGBUILDING
EXIT
LIMIT OF SCOPE OF WORK
LIM
IT O
F SC
OPE
OF
WO
RK
LIMIT OF SCOPE OF WORK
EXISTING SUITE102
EXISTING SUITE103
12
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-101
RVC.084 JOSE DELEON
1
B
C
D
E
F
G
H
I
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K
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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
A
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D
E
F
G
H
I
J
K
L
M
N
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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
ENLARGED FLOOR PLAN
M:\R
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Mas
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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
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 PHONE &DATA DROP
NEW PHONE &DATA DROP
NEW LIGHT SWITCH
NEW LIGHTSWITCH
(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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
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) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) CUBICLE
(E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE (E) SYSTEM FURNITURE
(E) SYSTEM FURNITURE
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
12
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-110
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
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
REFLECTED CEILING PLAN
M:\R
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\084
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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
7
RELOCATED HVAC SUPPLY REGISTER
EXISTING ACOUSTICALCEILING TILE & GRID
REINSTALLED
EXISTING ACOUSTICALCEILING TILE & GRID
REINSTALLED
(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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
EXISTING SUITENOT A PART OF SCOPE OF WORK
(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- #10 or 2-1/2" lagbolts, screws in each grillesupport (typ)Install per code,consistant with roofstructure
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 2- #10 or 2-1/2" lagbolts, screws in each grillesupport (typ)Install per code,consistant with roofstructure
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
A
SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-400
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
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
FINISH PLAN & INTERIORELEVATIONS
M:\R
VC
\084
Hea
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dmin
Bld
1st
Flo
or\R
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RV
C08
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d\P
ub. H
ealth
Adm
in. B
ldg.
(RV
C.0
84) -
Mas
ter P
lan.
pln
INTERIOR IMPROVEMENTSFOR
4069 COUNTY CIRCLE DRIVE, RIVERSIDE , CA 92503
WWW.HOLTARCHITECTS.NET
PUBLIC HEALTHADMINISTRATION BUILDING
SUITES 102, & 103
RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY
7
D12 A-400
(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
IT O
F S
CO
PE
OF
WO
RK
EXISTING SUITENOT A PART OF SCOPE OF WORK
EXISTING SUITENOT A PART OF SCOPE OF WORK
(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
9'-0" FINISH CEILING
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
9'-0" FINISH CEILING
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
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-500
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
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
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
ns.c
d\P
ub. H
ealth
Adm
in. B
ldg.
(RV
C.0
84) -
Mas
ter P
lan.
pln
INTERIOR IMPROVEMENTSFOR
4069 COUNTY CIRCLE DRIVE, RIVERSIDE , CA 92503
WWW.HOLTARCHITECTS.NET
PUBLIC HEALTHADMINISTRATION BUILDING
SUITES 102, & 103
RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY
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
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
light gauge studs,see elevation forsize and spacing
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
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
S2 Sill Detail540SD006-12
1
S-103
jamb
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
S3 Sill Detail540SD007-12
1
S-103
jamb
jamb
light gauge studs,see elevation forsize and spacing
clip L2x2 to match studga x stud width less 1/2w/ 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
1
S-103
S4 Sill Detail540SD008-12
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
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ENGINEER
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WWW.HOLTARCHITECTS.NET
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
C:\U
sers
\Rya
nM\D
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ents
\PR
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\Jur
upa
Sher
iff\S
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- Ju
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RJM
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.rvt
2/16
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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
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-501
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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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
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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d\P
ub. H
ealth
Adm
in. B
ldg.
(RV
C.0
84) -
Mas
ter P
lan.
pln
INTERIOR IMPROVEMENTSFOR
4069 COUNTY CIRCLE DRIVE, RIVERSIDE , CA 92503
WWW.HOLTARCHITECTS.NET
PUBLIC HEALTHADMINISTRATION BUILDING
SUITES 102, & 103
RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY
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
mtl studs seesections
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
mtl studs seesections
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"
mtl studssee sections
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
mtl studssee sections
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
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
bridging at thirdpoints, 4'-0"cc maxas in typ
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
sill track attach@ jamb see
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 attach@ jamb 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
WWW.HOLTARCHITECTS.NET
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
C:\U
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\Rya
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\PR
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\Jur
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Sher
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RJM
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/201
1 7:
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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
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SHEET TITLE
DESCRIPTION
PROJECT NO:DRAWN BY:CHK'D BY:ORIGINAL DATE:
MARK DATE
A-511
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
SUSPENDED ACOUSTICALCEILING NOTES AND
DETAILS
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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
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.
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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
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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
STRUCTURALCONCRETE FILL
STEELDECK
STRUCTURALCONCRETE FILL
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