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NORTH
PROJECT LOCATION
0
1X
1
A101
1
A101
1
A101
GRID HEAD / LINES
DOOR TAG / NUMBER
WALL TYPE TAG
KEYNOTE TAG
REVISION TAG
A401
1
1
3
24 A601
ROOM TAG
EXTERIOR ELEVATION
INTERIOR ELEVATION
DETAIL REFERENCE
SECTION REFERENCE
CALLOUT DESIGNATION
ELEVATION NUMBER
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
CALLOUT NUMBER
SHEET NUMBER
10' - 0"SPOT ELEVATION
9' - 0"CEILING HEIGHT TAG
COLOR TAGCMU-1SEE SHEET A702
1
101 ROOM NUMBER
ROOM NAME
101A
BN000
CEILING HEIGHT
PER REFLECTED
CEILING PLAN
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
NO
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westbergwhitearchitecture
PDW
STATE:
ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:26 PM
G001
SHEET INDEX, SYMBOLS,ABBREVIATIONS, ANDNOTES
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
VICINITY MAPTYPICAL SYMBOLS
CENTERLINE& AND@ AT OR ABOUT' FOOT" INCH OR REPEAT# POUND OR NUMBER+/- VERIFY IN FIELDA.B. ANCHOR BOLTA.C. ASPHALTIC CONCRETEACC. ACCESSIBLEADJ. ADJUSTABLE / ADJACENTA.F.F. ABOVE FINISH FLOORAGGR. AGGREGATEALUM. ALUMINUMANOD. ANODIZEDAPPROX. APPROXIMATEARCH. ARCHITECTURALASPH. ASPHALTBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGB.M. BENCHMARKBOT. BOTTOMB/S BOTH SIDESB.W. BOTH WAYSC.B. CATCH BASINCEM. CEMENTCLR. CLEARCONC. CONCRETE
IN. INCHINCND. INCANDESCENTINV. INVERTJT. JOINTLB. POUNDL.F. LINEAL FEETLLH. LONG LEG HORIZONTALLLV. LONG LEG VERTICALL.P. LOW POINTLT. LIGHTLT. WT. LIGHT WEIGHTMACH. MACHINEMAT. MATERIALMAX. MAXIMUMM.B. MACHINE BOLTMDF MAIN DISTRIBUTION FRAMEMED. MEDIUMMEMB. MEMBRANEMET. METALMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUM / MINUTEMISC. MISCELLANEOUSMPOE MAIN POINT OF ENTRYMTD. MOUNTED(N) NEWNAT. NATURALNT. GR. NATURAL GRADEN.I.C. NOT IN CONTRACTNO. NUMBER
R.O. ROUGH OPENINGRWD. REDWOODS. SOUTH / SPANDRELS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONSERV. SERVICE / SERVINGS.F. SQUARE FOOTSHT. SHEETSIM. SIMILARSL. SLIDINGSPEC. SPECIFICATIONSQ. SQUARES.S. STAINLESS STEELSTA. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICALT.C. TOP OF CURB OR CONCRETETEL. TELEPHONETEMP. TEMPERED / TEMPORARYT&G TONGUE AND GROOVETHK. THICKTOIL. TOILETT.O.W. TOP OF WALLTYP. TYPICALTRNSF. TRANSFORMER
CONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORCSK. COUNTERSUNKDBL. DOUBLEDEPT. DEPARTMENTDET. DETAILD.F. DRINKING FOUNTAINDIA. DIAMETERDIAG. DIAGONALDIM. DIMENSIONDISP. DISPENSER / DISPOSALDN. DOWNDR. DOORD.S.P. DRY STANDPIPEDWG. DRAWING(E) EXISTINGE. EAST / ENAMELEA. EACHEE EACH ENDE.G. EXISTING GRADEE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOR / ELEVATIONEMER. EMERGENCYENCL. ENCLOSUREE.O.S. EDGE OF SLABEQ. EQUALEQPT. EQUIPMENTE.S. EACH SIDE
E.W. EACH WAYEXIST. EXISTINGEXP. EXPANSIONEXPO. EXPOSEDFLUOR. FLUORESCENTFNDN. FOUNDATIONF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.S. FULL SIZE / FINISH SURFACEFT. FOOT OR FEETFTG. FOOTINGFURR. FURRINGFUT. FUTUREGA. GUAGE / GAGEGALV. GALVANIZED IRONGEN GENERALG.I. GALVANIZED IRONGR. GRADEH.B. HOSE BIBBH.C. HOLLOW COREHDWD. HARDWOODHDWR. HARDWAREHGT. HEIGHTH.M. HOLLOW METALHORIZ. HORIZONTALH.P. HIGH POINTHR. HOURI.B.C INTERNATIONAL BUILDING CODEI.D. INSIDE DIAMETER / DIMENSIONIDF INTERMEDIATE DISTRUBUTION
NOM. NOMINALN.T.S. NOT TO SCALEO/ OVERO.A. OVERALL / OUTSIDE AIROBS. OBSCUREO.C. ON CENTERO.D. OUTSIDE DIAMETER / DIMENSIONORN. ORNAMENTAL IRONPH PANIC HARDWAREP.I.V. PRESSURE INDICATOR VALVEPL. PLATEPLUMB. PLUMBINGP.M. PRESSED METALPNL. PANELP/P PUSH-PULLPR. PAIRPREFAB. PREFABRICATEDPT. POINTR. RISER / RADIUSRAD. RADIUSREC. RECESSED / RECIEVINGRECPT. RECEPTACLEREF. REFERENCEREV. REVERSEREG. REGISTER / REGULARREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTR.H. ROUND HEADRM. ROOM
U.L. UNDERWRITER'S LABUNFIN. UNFINISHEDU.N.O. UNLESS NOTED OTHERWISEVERT. VERTICALVEST. VESTIBULEV.I.F. VERIFY IN FIELDW. WEST / WOMENW/ WITHWD. WOODW/O WITHOUTWP. WATERPROOFW.R. WATER RESISTANTW.S. WOOD SCREWWT. WEIGHTW.W.M. WOVEN WIRE MESH
KEYNOTES SPECIFIC TO BUILDING WORK
BE BUILDING EXISTINGBD BUILDING DEMOLITIONBN BUILDING NEW
KEYNOTES SPECIFIC TO SITE WORK
SE SITE EXISTINGSD SITE DEMOLITIONSN SITE NEW 04-XXXXXX 30-C1
XX-XX-20
SCOPE OF WORK
THIS PROJECT CONSISTS OF BUT NOT LIMITED TO:
DEMOLITION:
1. PARTIAL DEMOLITION OF INTERIOR WALLS AND CEILINGS
G001 SHEET INDEX, SYMBOLS, ABBREVIATIONS, AND NOTES
G002 OVERALL SITE PLAN
(7 Sheets)ARCHITECTURAL
BLDG 1000 IMPROVEMENTS
North Orange County Community College District
A001 ENLARGED PARTIAL SITE PLAN
ABBREVIATIONS
SHEET INDEX
STATEMENT OF GENERAL CONFORMANCE
PRINT NAME
I FIND THAT: ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET
THIS DRAWING OR PAGE
IS/ARE IN GENERALCONFORMANCE WITH THEPROJECT DESIGN, AND
LICENSE NUMBER
IS/ARE IN GENERALCONFORMANCE WITH THEPROJECT DESIGN INTENT, AND
SIGNATURE DATE
C11045
ARCHITECT OR ENGINEER DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE
ARCHITECT OR ENGINEER DELEGATEDRESPONSIBILITY FOR THIS PORTION OFTHE WORK
LICENSE NUMBER EXPIRATION DATE
PRINT NAME
EXPIRATION DATE
Paul D. Westberg
SEPTEMBER, 2019
HAS/HAVE BEEN COORDINATEDWITH THE PROJECT PLANS ANDSPECIFICATIONS.
HAS/HAVE BEEN COORDINATEDWITH THE PROJECT PLANS ANDSPECIFICATIONS.
SIGNATURE DATE
STATEMENT OF GENERAL CONFORMANCE
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS,INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER
LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS
(APPLICATION NO. _____________________FILE NO._________________)
THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET INDICATED WITH AN '*'
THIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS
1) DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND
2) COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FORINCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.
THIS STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED ASRELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTIONS17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336, 4-341 AND 4-344"OF TITLE 24, PART 1. (TITLE 24, PART 1, SECTION 4-317 [b])
HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARELICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HASBEEN EXAMINED BY ME FOR:
DSA 1R A-18
ARCHITECTURE AND PLANNINGWESTBERG + WHITE, INC.
14471 CHAMBERS ROAD
TUSTIN, CALIFORNIA 92780-6964(714) 508-1780 (714) 508-1790 FAX
CONTACT: JOHN GARAKIAN, PROJECT MANAGER
ELECTRICALFBA ENGINEERING
150 PAULARINO AVENUE, SUITE A120
COSTA MESA, CA 92626(949) 852-9995 (949) 852-1657 FAX
CONTACT: ROBERT J. ROGERS, PRINCIPAL
CONTACT INFORMATION
Submittal DrawingsJanuary 21, 2021
A101 ENLARGED DEMO AND RENOVATION PLANS
NEW:
1. FLOORING2. ACOUSTICAL CEILING SYSTEM AND LIGHTING
3. POWER AND DATA PORTS
ELECTRICAL* (5 Sheets)
E000 SYMBOL LIST, NOTES SHEET INDEX AND DETAILS
E001 PARTIAL SINGLE LINE DIAGRAM, PANEL SCHEDULES AND DETAILS
E100 ENLARGED LIGHTING AND FIRE ALARM PLANSE101 ENLARGED POWER AND SIGNAL PLANS
E200 TITLE 24 FORMS
A820 DETAILS
A850 CEILING NOTES
A851 CEILING DETAILS
ASPH
ASPHASPHASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
TS
TS
STAIR
STAIR
TS
PARKING STRUCTURE
TS
PP
PPPP
PP
PP
PP
PP
PP
PP
PP
PP
PPPP
PP PP
PP
PP
PP
PP
PP
PP
PP
DI
DI
FLAG
C SCCCCCCCCCCCCCCC SSSSS S S S S S S S SSS
N BERKELEY AVENUE
LE
MO
N S
TR
EE
T
NUTWOOD PL
E CHAPMAN AVENUE
N B
ER
KE
LE
Y A
VE
NU
E
FULLERTON COLLEGE DR
LE
MO
N S
TR
EE
T
E CHAPMAN AVENUE
N B
ER
KE
LE
Y A
VE
NU
E
1700
1400
900
700
840
800500
1200
400
200
1000
1300
1100
300
2300
1500
600
2200
100
2001
2000
WILSHIRE AUDITORIUM
W1W2 W3
2100
1955 - 1960
1901-1902
1903-1904
LA
WR
EN
CE
AV
E.
WILSHIRE AVENUE
BASEBALL FIELD SOFTBALL FIELD
SOCCER FIELD
1600
3000
3100
PARKING 4
PARKING 5
AQUATIC CENTER
PARKING B-2 EAST
PARKING 7
PARKING 8
TENNIS COURTS
SHERBECK FIELD
A001
1
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
NO
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ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:29 PM
G002
OVERALL SITE PLAN
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1" = 100'-0" 1OVERALL SITE PLAN
0 200' 400'100'
NORTH
ASPH
ASPH ASPH
TS
A101
3
E CHAPMAN AVENUE
1200400
200
1000
1955 - 1960
AQUATIC
CENTER
PARKING 8
AREA OF WORK
EXISTING BUILDING(S) NOT PART OF THIS CONRACT
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
NO
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westbergwhitearchitecture
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STATE:
ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:19 PM
A001
ENLARGED PARTIAL SITEPLAN
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1" = 20'-0" 1ENLARGED PARTIAL SITE PLAN
LEGENDGENERAL NOTES
FOR TYPICAL SYMBOLS AND ABBREVIATIONS, SEE SHEET G001.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK FENCE ENCLOSURES WITH LOCKABLE GATES AS REQUIRED FOR CONSTRUCTION ACCESS AT CONTRACTOR'S STAGING AREA AND AROUND ALL CONSTRUCTION SITES AS DICTATED BY THE PHASING SCHEDULE.
WHERE REMOVAL OF CONCRETE WALKS, MOWSTRIPS, CURBS AND GUTTERS IS REQUIRED TO INSTALL UNDERGROUND UTILITIES, REMOVE THE CONCRETE WORK TO THE NEAREST EXISTING EXPANSION OR CONTROL JOINT (SAWCUT IF REQUIRED). MOWSTRIPS, CURBS AND GUTTERS MAY BE REMOVED IN MINIMUM LENGTHS OF 6' IF THE DISTANCE BETWEEN EXISTING JOINTS IS 12' OR MORE. REPLACE REMOVED WORK WITH REINFORCED CONCRETE TO MATCH ADJACENT EXISTING WORK IN PROFILE, JOINT LAYOUT AND FINISH.
ALL ITEMS SHOWN OR NOTED ARE EXISTING, UNLESS INDICATED OTHERWISE AS NEW.
PROTECT AND SAFEGUARD FROM DAMAGE ALL EXISTING FINISHES AND WORK TO REMAIN.
1.
2.
4.
5.
6.
COORDINATE THE REMOVAL, RELOCATION OR MODIFICATION OF EXISTING IRRIGATION LINES WITH THE DISTRICT PRIOR TO ANY TRENCHING, CLEARING AND GRUBBING, OR OTHER SITE EXCAVATIONS REQUIRED FOR NEW CONSTRUCTION.
7.
RUN-OFF FROM PETROLEUM PRODUCTS, LIME AND MORTAR, SOIL STERILANTS, AND THE WASHING OF EQUIPMENT USED TO APPLY THESE MATERIALS, IS PROHIBITED WITHIN PLANTED AREAS.
8.
CONTRACTOR SHALL MAINTAIN EXISTING PLANTING WITHIN THE JOB SITE FENCE ENCLOSURE DURING DEMOLITION AND CONSTRUCTION PHASES. EXISTING IRRIGATION SYSTEMS SHALL EITHER REMAIN OPERATIONAL FOR CONTRACTOR'S USE OR CONTRACTOR SHALL HAND-WATER EXISTING PLANT MATERIALS AT LEAST ONCE A WEEK. TURF SHALL BE MOWED AT LEAST ONCE EVERY TWO WEEKS.
9.
REPAIR EXISTING IRRIGATION SYSTEMS DAMAGED DURING THE EXECUTION OF THIS CONTRACT. REPLACE PLANT MATERIALS DAMAGED, DECLINING IN HEALTH, SUFFERING DIEBACK, THAT HAVE LOST FORM AND SIZE, OR THAT DIE DURING THE CONSTRUCTION PERIOD, WITH THE SAME SPECIE OF EQUAL OR GREATER SIZE.
11.
REPAIR ASPHALT PARKING LOTS, SPEED BUMPS AND PAINTED CROSSWALKS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO ORIGINAL OR BETTER CONDITION. REPAINT CROSSWALKS AND SPEED BUMP STRIPING THEIR FULL LENGTHS ACROSS ROADWAYS.
12.
FOR SITE REPAIR WORK NOT SHOWN ON ARCHITECTURAL PLANS, SEE ELECTRICAL, PLUMBING AND MECHANICAL SITE PLANS.
10.
PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS IN PLANTED AREAS.13.
MAXIMUM SLOPE ON NON-RAMPED CONCRETE IS 5% IN THE DIRECTION OF TRAVEL AND 2% CROSS-SLOPE.
14.
PROVIDE IRRIGATION SLEEVES UNDER HARDSCAPE AT "PLANTED AREAS" (WITHIN PROJECT LIMITS) - COORDINATE WITH DISTRICT.
15.
TREES, SHRUBS, TURF, AND IRRIGATION ARE BY THE DISTRICT. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL COORDINATE PLANTING AND IRRIGATION WITH DISTRICT.
16.
FOR WATER SERVICE DURING CONSTRUCTION, CONTRACTOR SHALL OBTAIN TEMPORARY WATER METER FROM THE CITY OF LONG BEACH FOR CONNECTION TO EXIST. FIRE HYDRANT.
17.
GRATINGS LOCATED IN THE SURFACE OF ANY PEDESTRIAN WAY IN THE PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAXIMUM CLEAR IN THE DIRECTION OF TRAFFIC FLOW. IF SUCH CONDITION OCCURS, PROVIDE MANUFACTURERS CUT-SHEETS REVIEW.
20.
19.
21.
SEE SHEET F001 FOR FIRE ACCESS PLAN AND CODE ANALYSIS3.
18.
ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED, WILL BE REMOVED, OR MODIFIED TO COMPLY WITH CBC SECTION 11B-402 UNDER THIS PROJECT. CONTRACTOR TO NOTIFY ARCHITECT IF ANY BARRIERS ARE DISCOVERED PRIOR TO PROCEEDING WITH WORK.
ALL UNCERTIFED (E) P.O.T. IN THE PROJECT SCOPE SHALL NOT EXCEED 5% MAXIMUM RUNNING SLOPE AND 2% MAXIMUM CROSS SLOPE UNLESS OTHERWISE NOTED. MAXIMUM SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS WHERE P.O.T. TRAFFIC FLOW IS MULTIDIRECTIONAL , AT CHANGE OF DIRECTIONS, OR IN ANY ACCESSIBLE SPACE OR AREA WITH SLOPES TO DRAINS OR CATCH BASINS, ETC. CONTRACTOR IS TO VERIFY P.O.T. SHOWN IS IN COMPLIANCE, SEE NOTE 19 BELOW.
PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEEDS 1/4" VERTICAL AND IS AT LEAST 48" WIDE . SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH. CROSS-SLOPE DOES NOT EXCEEDS 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED (11B-403.3). (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307.2) ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206.
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT’S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.”
NORTH
0 40' 80'20'
KEYNOTES
EXISTING SECT'Y
127A
EXISTING STOR.
127B
EXISTING OFFICE
127C
OFFICE
127D
(N.I.C.)
EXISTING WORK RM.
127
28' - 3"3' -
4"
10' -
9"
11' -
3"
14' -
7"
16' - 10"7' - 3"13' - 9"
24' - 1"
9' - 11"BD001
BD002BD002
BD003
BD003
BD004
BD005
TYP.
BD004
BD002BD002
LIMIT OF WORK
LIM
IT O
F W
OR
K
BE004
BE001
BE001
BE001
BE004
BD004BD004BD004OFFICE
127D
(N.I.C.)
669 SF
OPEN OFFICE
102
200 SF
PRIVATE OFFICE
101
LIMIT OF WORK
LIM
IT O
F W
OR
K
BN002
BE001
BE001
BE002
BE001
BE002
BN010
BE002 TYP.
BE002
BN006
BN006
BN004
BN004
BN004
BE004
BE004
BE002
BN004
BN008BN008
TYP.
BN009
TYP.
BN008BN008
BN009 TYP.
BN006
BN009 TYP.
BN002
BN007
3' - 6"
BE006
BE006
6"
BN011
EXISTING WALL TO REMAIN
FURNITURE N.I.C.
MODULAR FURNITURE PROVIDED BY AND INSTALLED BY COLLEGE
EXISTING WALL TO BE REMOVED
REMOVE DOOR AND FRAME ASSEMBLY
EXISTING CASEWORK TO BE REMOVED
EXISTING LIGHT FIXTURE TO BE REMOVED
EXISTING MECHANICAL REGISTERS TO BE REMOVED
RENOVATION
DEMOLITION
NEW LIGHT FIXTURE
NEW MECHANICAL REGISTERS
NEW WALL
BD010
BD008
BD009 TYP.
TYP.
TYP.
TYP.BD010
BD008
BD009
TYP.
TYP.
LIMIT OF WORK
LIM
IT O
F W
OR
K
BE005BE005BE005
BD009
BD010TYP.
TYP.
TYP.
BD008 TYP.
BE002
BE002BE004BE004
BE002
BE002
BD001
BD001
LIMIT OF WORK
LIM
IT O
F W
OR
K
BN001
BN003
BN005
BN001
BN003
BN005 TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
6
A820
6
A820
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
NO
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ON
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westbergwhitearchitecture
PDW
STATE:
ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:22 PM
A101
ENLARGED DEMO ANDRENOVATION PLANS
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1/4" = 1'-0" 1DEMOLITION FLOOR PLAN 1/4" = 1'-0" 3RENOVATION FLOOR PLAN LEGEND
BD001 REMOVE (E) FINISH, STUDS, INSULATION AND ANCHORS.
BD002 REMOVE (E) FLOORING FINISH AND WALL BASE.
BD003 REMOVE (E) DOOR, FRAME, HARDWARE AND ANCHORS.
BD004 REMOVE (E) CASEWORK IN ITS ENTIRETY.
BD005 REMOVE (E) CASEWORK WITH SINK AND ASSOCIATED PLUMBING LINES.
BD008 REMOVE (E) CEILING SYSTEMS, LIGHT FIXTURES, REGISTERS, SPEAKERS AND ALL ASSOCIATED COMPONENTS.
BD009 REMOVE (E) MECHANICAL REGISTERS, TO BE REPLACED.
BD010 REMOVE (E) LIGHT FIXTURES AND ALL ASSOCIATED PARTS, TYP.
BE001 (E) DOOR TO REMAIN. PROTECT IN PLACE
BE002 (E) WALL TO REMAIN, PROTECT IN PLACE. PATCH,REPAIR AND PAINT AS REQUIRED.
BE004 (E) WINDOW TO REMAIN. PROTECT IN PLACE
BE005 (E) MECHANICAL DUCTING TO REMAIN. PROTECT IN PLACE.
BE006 (E) COLUMN TO REMAIN, PROTECT IN PLACE.
BN001 INSTALL (N) LIGHT FIXTURE, TYP. REFERENCE ELECTRICAL DRAWINGS FOR DETAILS.
BN002 INSTALL (N) DOOR/ROOM SIGNAGE. SEE ROOM SIGNAGE DETAIL 1/A820. MATCH (E) SIGNAGE VERBIAGE IN KIND.
BN003 PROVIDE (N) MECHANICAL DIFFUSERS AND REGISTER PER DISTRICT STANDARDS
BN004 PATCH, REPAIR AND PAINT ALL (E) WALL SURFACES, AS REQUIRED
BN005 INSTALL (N) SUSPENDED CEILING SYSTEM,TYP.
BN006 PROVIDE (N) PAINT ON (E) DOORS, SEE COLOR SCHEDULE FOR DETAILS.
BN007 CAP (E) WATER SUPPLIES IN WALL AND CAP WASTE BELOW FLOOR. PATCH WALL AND FLOOR PER RENNOVATION PLANS.
BN008 INSTALL (N) CARPET PER COLOR SCHEDULE.
BN009 (N) MODULAR FURNITURE N.I.C., PROVIDED AND INSTALLED BY DISTRICT.
BN010 PROVIDE (N) 6" METAL STUD FURRING WITH 5/8" TYPE 'X' GYP. FINISH AT EXPOSED FACE
BN011 PROVIDE (N) ELECTRICAL PANEL AND MAINTAIN 3' CLEAR SPACE
1. FOR TYPICAL SYMBOLS AND ABBREVIATIONS, SEE SHEET G001.
ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE "X" (U.N.O.).
SEE FINISH SCHEDULE ON DETAIL 8A/A101 FOR ADDITIONAL FINISHES OVER 5/8" "X" GYPSUM BOARD.
PROVIDE FIRE-RESISTANT SEALANT MATERIAL AT ALL PENETRATIONS THROUGH FIRE WALLS, FIRE BARRIERS, CORRIDOR WALLS AND RATED HORIZONTAL ASSEMBLIES.
2.
3.
4.
ALL DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF STUD U.N.O.5.
6.
7.
PROTECT AND SAFEGUARD FROM DAMAGE ALL EXISTING FINISHES AND WORK TO REMAIN.
FOR ADDITIONAL ROOM SIGNAGE NOT SHOWN, SEE DETAIL 9/A003.
8. INTERIOR SIDE OF ALL CMU WALLS (AND BOTH SIDES OF INTERIOR CMU WALLS) TO BE FLUSH GROUTED, SEALED AND PAINTED.
9. ALL EXPOSED INTERIOR MASONRY WALLS TO BE PRIMED AND PAINTED
10. ALL ROOF ELEVATIONS ARE ABOVE FIRST FINISH FLOOR
GENERAL NOTES
KEYNOTES
1/4" = 1'-0" 2DEMOLITION REFLECTED CEILING PLAN 1/4" = 1'-0" 4RENOVATION REFLECTED CEILING PLAN
DIFFUSER, REGISTERS AND GRILLES:
1. MANUFACTURER TO BE KRUEGER, PER DISTRICT STANDARDS
2. ALL REGISTERS/ DIFUSERS IN A SINGLE ROOM SHALL HAVE THE SAME SIZE AND NUMBER OF SLOTS.
3. DIFFUSERS: SQUARE MODULAR CORE, ADJUSTABLE DIRECTION PATTERN TYPE DIFFUSER WITH OPPOSED BLADE VOLUME DAMPER. FILLER PANEL MOUNT FOR T BAR LAY-IN APPLICATION. FABRICATE OF STEEL WITH BAKED ENAMEL FINISH.
4. RETURN REGISTERS: T BAR LAY-IN APPLICATION - PERFORATED FACE WITH OPPOSED BLADE VOLUME DAMPER, FABRICATE
OF STEEL WITH BAKED ENAMEL FINISH.
ATYPE
NOTE #1:COLORS TO BE SELECTED BY THE ARCHITECTS. NOTE #2: PROVIDE EASED EDGES ON GEOMETRIC SYMBOLS.
9"
NAME
123
ROOM
6"
3/8
"1/2
"1"
5/8" HIGH TACTILE LETTERING, RAISED 1/32"
(COORDINATE ROOM NAMES WITH DISTRICT)
5'-
0"
TO
CEN
TER
LIN
E O
F S
IGN
INSTALL PERMANENT TACTILE IDENTIFICATION
SIGNAGE ON THE WALL SURFACE ADJACENT TO
THE LATCH SIDE OF THE DOOR AS SHOWN. AT
DOUBLE DOORS, PLACE SIGNS ON THE RIGHT
SIDE. THE MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHIN 3" OF THE SIGN
WITHOUT ENCOUNTERING PROTRUDING
OBJECTS OR STANDING WITHIN THE SWING OF
THE DOOR, U.N.O.
DOOR SIDELIGHT WHERE OCCURS
EQ EQ
RESTROOM SIGN WHERE OCCURS
PER S
IGN
AG
E P
LAN
4' -
6"
LO
CATIO
NACCESSIBLE ENTRANCE SIGN, WHERE OCCURS
9"
NOTES:
1.
LETTERS SHALL BE UPPER CASE, OFFICINA SANS BOOK FONT TYPE. AT TACTILE SIGN LOCATIONS SIGN SHALL BE
ACCOMPANIED BY CALIF. CONTRACTED GRADE 2 BRAILLE WITH CHARACTER TYPE AND HEIGHT PER DETAIL ON THIS SHEET.
3.
INSTALL ALL EXIT AND EXIT ROUTE SIGNAGE ON WALL AT INTERIOR SIDE OF ROOM
SIGNS ADHESIVELY APPLIED TO GLASS SHALL HAVE ADDITIONAL PLASTIC BACKING SAME SIZE AS SIGN ADHESIVELY
APPLIED TO OTHER SIDE OF GLASS.
2.
SIGN MATERIAL SHALL BE MIN. 1/4" THICK ACRYLIC PLASTIC WITH SURFACE PAINTED FINISH. SIGN GRAPHICS, NUMBERS
AND LETTERS SHALL BE RAISED 1/32" .
4.
INSTALL ALL ROOM NAME/NUMBER SIGNAGE ON WALL AT EXTERIOR SIDE OF ROOM U.N.O.
SIGN BACKGROUND SHALL HAVE A 70% MIN. CONTRAST COLOR W/ TEXT LETTERS AND BORDER W/ NON GLARE FINISH.5.
6.
ALL SIGNAGE TO BE ATTACHED WITH 3M VHB TAPE AND SILCONE ADHESIVE.7.
VERIFY SIGN TEXT AND ROOM NUMBER WITH OWNER.8.
REFER TO DETAIL 5G/G005 FOR MULTI LINE TEXT SIGNAGE REQUIREMENTS.9.
10. PROVIDE EASED EDGES ON ALL SIDES OF SIGNAGE.
MEN
60" MAX.A.F.F. TYP.
MIN
.
3/8
"
48" MIN.A.F.F. TYP.
BOTT. OF LOWEST BRAILLE ROWM
IN.
3/8
"
BOTT. OF LETTERING HIGHEST ROW
CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32 INCH MINIMUM AND SHALL BE SANS
SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
CHARACTER HEIGHT: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUN OF 2
INCHES HIGH.
FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST
BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. (11B-703.5.1)
1.
2.
3.
BRAILLE: CONTRACTED CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHENEVER BRAILLE IS
REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH ON CENTERS
IN EACH CELL WITH 2/10 INCH SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS
SHALL BE RAISED A MINIMUM OF 1/40 INCH ABOVE THE BACKGROUND. (11B-703.3).
4.
BRAILLE CELL BRAILLE DOT
INTRA-CELL
.025"
-
ROUNDED DOT
(ACCEPTABLE)
SQUARE DOT
(NOT ACCEPTABLE)VERTICAL OR
HORIZONTAL
REQUIRED ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS, EACH DISTINCT AND SEPARATE.
DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE NOT READABLE FOR MANY BRAILLE USERS.
INTER-CELL SPACING = .20" SPACING = .10"VERTICAL OR
HORIZONTAL
.037"
SUBSURFACE APPLIED COMPUTER CUT 3M SCOTCHCAL OPAQUE VINYL BACKER
SIGN
INT.EXT.
NOTE: FOR APPLICATION TO GLASS PROVIDE A MATCHING BACK-UP PLATE & MOUNT TO INTERIOR SURFACE OF GLASS WITH ADHESIVE.
DETAIL B
1. FOR MOUNTING SIGNAGE AT WINDOW SEE DETAIL B.2. VERIFY ALL SIGN TEXT WITH DISTRICT PRIOR TO MANUFACTURING SIGNAGE.3. PROVIDE AN ADDITIONAL 10 BUILDING SIGNS WITH 40 CHARACTERS PER SIGN TO BE DETERMINED DURING CONSTRUCTION PER THE DISTRICT'S DIRECTION.
SIGN
WALL PER PLAN
ATTACH TO WALL WITH 3M VHB TAPE AND SILICONE ADHESIVE
DETAIL A
GLAZING
NOTES:
(E) CONCRETE WALL
1/4" DIA. x 2.5" MIN. EMBED SIMPSON
TITEN HD (ICC-ES-ESR #1056) @ 8"
O.C., TYP.
ROLLER SHADE
RS-1
(E) WINDOW SYSTEM
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
NO
T FO
R C
ON
ST
RU
CT
IO
N
westbergwhitearchitecture
PDW
STATE:
ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:23 PM
A820
DETAILS
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
COLOR SCHEDULE
SPECIFICATION SECTION MFG / PRODUCT LOCATION DESIGNATION COLOR FINISH / MATERIAL REMARKS
09 9100
PAINTINGP-1
P-2
DUNN EDWARDS PAINT
DUNN EDWARDS PAINT
DEW 340 WHISPER
DEC 717 BAKED POTATO
ALL INTERIOR WALLS EGGSHELL
EGGSHELLINTERIOR DOORS AND DOOR
AND WINDOW TRIMS
09 5100
ACOUSTICAL CEILINGS
USG CEILING SOLUTIONS ALL AREAS ACP-1 MARS HIGH-NRC/ HIGH-CAC
COLOR: WHITE
SIZE: 24" X 24"
09 6800
CARPET
TANDUS CARPET ALL AREAS CPT-1 STYLE: AFTERMATH
COLOR:
RWB-2 COLOR: 283 TOAST RUBBER BASEALL CARPETED SPACES
SIZE: 24" X 24" TILE
STRAIGHT 4.5 INCHES HIGH
RS-112 2413
ROLLER SHADES
DRAPER/ROLLER SHADES ALL WINDOWS COLOR: BASIC (BASIC - P04)
WHITE/BONE, OPACITY: 3%
FIRST FLOORROOM FLOOR WALL FINISH CEILING
CASEWORK FACE
MATERIAL
COUNTERTOP
MATERIAL REMARKSNO. NAME FINISH BASE
NORTH EAST SOUTH WEST
MAT'L FINFIN MAT'L FIN MAT'L FIN MAT'L FIN MAT'L101 PRIVATE OFFICE CPT RWB PE GB PE GB PE GB PE GB ACP FF
102 OPEN OFFICE CPT RWB PE GB PE GB PE GB PE GB ACP FF
FINISH SCHEDULE
3" = 1'-0" 1TYPICAL ROOM SIGNAGE TYPES
1/2" = 1'-0" 2ROOM SIGNAGE NOTES
3" = 1'-0" 4ROOM SIGNAGE BRAILLE NOTES
3" = 1'-0" 3ROOM SIGNAGE INSTALL NOTES
3" = 1'-0" 6ROLLER SHADES
FLOOR/BASE:
CPT CARPETFF FACTORY FINISHRWB RUBBER WALL BASE
WALL/CEILING:ACP ACOUSTICAL CEILING PANEL - SEE R.C.P. FOR SIZESFF FACTORY FINISHGB 5/8" TYPE 'X' GYPSUM WALLBOARDPF PAINT FLAT PE PAINT EGGSHELLPSG PAINT SEMI-GLOSSPG PAINT GLOSS
FINISH ABBREVIATIONS
JOHNSONITE RUBEBR BASE
1. GENERAL REQUIREMENTS: CBC SECTION 1616A.1.21(1616.10.16*) REQUIRES THE DESIGN AND INSTALLATION TO BE INCOMPLIANCE WITH ASTM C635, C636, AND E580, SECTION 5, WITHMODIFICATIONS.NOTE: AMENDMENTS IN CBC SECTION 1616A.1.21 (1616.10.16*)REPLACE AND APPEND ASCE 7, SECTION 13.5.6.THE REQUIREMENTS IN THIS IR APPLY TO FLAT AND LEVEL CEILINGSYSTEMS WHOSE TOTAL WEIGHT, INCLUDING CEILING MOUNTED AIRTERMINALS, SERVICES AND LIGHT FIXTURES, DOES NOT EXCEED FOUR(4) PSF. HEAVIER SYSTEMS, SYSTEMS THAT ARE NOT FLAT AND LEVEL,THOSE SUPPORTING LATERAL LOADS FROM PARTITIONS, AND FREEFLOATING CEILINGS SUPPORTED BY CHAINS OR CABLES, ARE BEYONDTHE MINIMUM REQUIREMENTS OF THIS IR AND WILL REQUIRE SPECIALDESIGN AND DETAILS.
2. CEILING DESIGN & INSTALLATION REQUIREMENTS.2.1 CEILING SYSTEM COMPONENTS:
a) SHALL COMPLY WITH ASTM C635 AND SECTION 5.1 OF ASTM E580.b) THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS
DEFINED BY ASTM C635.c) MAIN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION
DEVICES, AND INTERSECTION CONNECTORS SHALL BE DESIGNEDTO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180LBS. IN COMPRESSION AND TENSION PER ASTM E580 SECTION5.1.2.
d) CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED)CARBON STEEL CONFORMING TO ASTM A641. WIRE SHALL BE #12GAGE (0.106" DIAMETER) WITH SOFT TEMPER AND MINIMUMTENSILE STRENGTH = 70 KSI. THE MAXIMUM ALLOWABLE (ASD)TENSION LOAD FOR WIRE MEETING THIS SPECIFICATION IS 350POUNDS.
• FOUR (4) TURNS OF THE WIRE WITHIN 1.5" WILL DEVELOP THEWIRE ALLOWABLE LOAD.
• THREE (3) TURNS OF THE WIRE WITHIN 3" IS ASSUMED TODEVELOP NO MORE THAN 50 PERCENT OF WIRE ALLOWABLELOAD.
2.2 SUSPENSION SYSTEM INSTALLATION:a) SHALL COMPLY WITH ASTM C636 AND SECTION 5.2 OF ASTM E580.b) #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND
INCLUDING A 4 FOOT BY 4 FOOT GRID SPACING AND SHALL BEATTACHED TO MAIN RUNNERS. SPLICES IN HANGER WIRES SHALLDEVELOP 50 PERCENT OF THE WIRE ALLOWABLE LOAD.
c) PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAINAND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORTOR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE,WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OFTHE END TEE IS EIGHT (8) INCHES OR LESS.
d) CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2)ADJACENT WALLS PER ASTM E580, SECTION 5.2.3. CEILING GRIDMEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS.IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS,ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND AMINIMUM OF 3/4 INCH CLEAR OF WALL.
e) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLESHALL BE NOT LESS THAN TWO (2) INCHES. USE OF ANGLESWITH SMALLER WIDTHS IN CONJUNCTION WITH PROPRIETARYPERIMETER CLIPS MAY BE ACCEPTABLE IN ACCORDANCE WITHSECTION 5 OF THIS IR.
f) AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN ORCROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL,PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THEFREE END TO PREVENT LATERAL SPREADING. A METALSTABILIZER OR A #16 GAGE WIRE WITH A POSITIVE MECHANICALCONNECTION TO THE RUNNER MAY BE USED AND PLACED WITHINEIGHT (8) INCHES OF THE WALL. WHERE THE PERPENDICULAR
DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER ISEIGHT (8) INCHES OR LESS, THE STABILIZER OR #16 GAGE WIRE
IS NOT REQUIRED.
2.3 LATERAL FORCE BRACING ASSEMBLY INSTALLATION:a)LATERAL FORCE BRACING ASSEMBLIES CONSISTING OF A
COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED
BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHERARE REQUIRED FOR ALL CEILING AREAS.
EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FORSUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING
AREA NOT TO EXCEED 144 SQUARE FEET, FOR ALL VALUES OF SDS
WHEN PERIMETER SUPPORT IS PROVIDED IN ACCORDANCE WITHSECTION 2.2 OF THIS IR AND PERIMETER WALLS ARE
DESIGNED TO CARRY THE CEILING LATERAL FORCES.b) LATERAL FORCE BRACING ASSEMBLIES SHALL BE SPACED PER
DETAIL 2.12/A851 FOR ALL VALUES OF THE COMPONENT IMPORTANCE
FACTOR (IP) OF THE CEILING.c) THERE SHALL BE A BRACE ASSEMBLY A DISTANCE OF NOT MORE
THAN ONE HALF OF THE ABOVE SPACING FROM EACHSURROUNDING WALL, EXPANSION JOINT AND AT THE EDGES OFANY CEILING VERTICAL OFFSET. FOR EXAMPLE, WHERE THE
BRACE SPACING IS 8' X 12', THE EDGE DISTANCE SHALL BE 4FEET IN THE DIRECTION OF THE 8 FOOT SPACING AND 6 FEET IN
THE DIRECTION OF THE 12 FOOT SPACING.d) THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES
FROM THE HORIZONTAL PLANE AND WIRES SHALL BE TAUT.SPLICES IN BRACING WIRES SHALL DEVELOP THE WIRE
ALLOWABLE LOAD.e) COMPRESSION STRUTS SHALL MEET THE FOLLOWING
REQUIREMENTS:
• THE STRUT SHALL BE SIZED TO ADEQUATELY RESIST THE
VERTICAL COMPONENT FORCE INDUCED BY THE CEILINGBRACING WIRES AND HAVE A MAXIMUM KL/R NOT TO EXCEED
300. THE STRUTS LISTED IN APPENDIX A MEET THISREQUIREMENT FOR CEILINGS COMPLYING WITH THE GENERAL
REQUIREMENTS OF THIS IR.
• THE STRUT SHALL NOT BE MORE THAN ONE (HORIZONTAL) INSIX (VERTICAL) OUT OF PLUMB.
FOOTNOTES:
a. WHERE, AS DEFINED IN ASCE 7, SECTION 13.3.1:
Z = HEIGHT IN STRUCTURE OF POINT OF ATTACHMENT OFCEILING WITH RESPECT TO THE BASE. H = AVERAGE ROOF
HEIGHT OF THE STRUCTURE WITH RESPECT TO THE BASE.b. IT SHALL BE PERMITTED TO USE THE BRACE ASSEMBLY SPACING
FOR “Z/H > 0.5” FOR THE FULL BUILDING HEIGHT.
2.4 ATTACHMENT OF HANGER AND BRACING WIRES:a) FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT
TURNS IN THREE (3) INCHES. HANGER WIRE LOOPS SHALL BETIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY
VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE
LOOPS (SEE ASTM E580, SECTION 5.2.7.2).b) FASTEN BRACING WIRES WITH NOT LESS THAN FOUR (4) TIGHT
TURNS IN ONE AND ONE-HALF (1-1/2) INCHES.c) HANGER AND BRACING WIRE ANCHORAGE TO THE STRUCTURE
SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTIONOF THE ANCHORAGE ALIGNS CLOSELY WITH THE DIRECTION OF
THE WIRE. (E.G. BRACING WIRE CEILING CLIPS MUST BE BENT ASSHOWN IN THE DETAILS AND ROTATED AS REQUIRED TO ALIGN
CLOSELY WITH THE DIRECTION OF THE WIRE, SCREW EYES INWOOD MUST BE INSTALLED SO THEY ALIGN CLOSELY WITH THE
DIRECTION OF THE WIRE, ETC.).d) SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST
SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT,
ETC.e) HANGER AND BRACING WIRES SHALL NOT ATTACH TO OR BEND
AROUND OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO:
PIPING, DUCTWORK, CONDUIT AND EQUIPMENT. PROVIDETRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT
OBSTRUCTIONS TO ALLOW TYPICAL HANGER SPACING. BRACEASSEMBLIES MUST BE CONFIGURED AND/OR LOCATED IN ORDERTO AVOID OBSTRUCTIONS IN ADDITION TO MAINTAINING THE
REQUIRED BRACE ASSEMBLY SPACING.f) PROVIDE ADDITIONAL HANGERS, STRUTS AND BRACE
ASSEMBLIES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR
DISCONTINUOUS AREAS.g)HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX
(VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING
WIRES.NOTE: SEE ASTM C636, FIGURE 1, FOR COUNTER-SLOPING
METHODS.h) ATTACHMENT OF THE BRACING WIRES TO THE STRUCTURE ABOVEAND TO THE MAIN RUNNERS SHALL BE ADEQUATE FOR THE LOAD
IMPOSED. THE WEIGHT (WP) SHALL BE TAKEN AS NOT LESS THAN
FOUR (4) PSF FOR CALCULATING SEISMIC FORCES (FP).i) POST-INSTALLED ANCHORS (E.G. EXPANSION ANCHORS, SCREW
ANCHORS AND POWER ACTUATED FASTENERS) SHALL HAVE A
CURRENT EVALUATION REPORT ACCEPTABLE TO DSA IN
ACCORDANCE WITH IR A-5.j) POWER-ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED
FOR BRACING WIRES.
k) DSA APPROVAL OF A CONSTRUCTION PLAN IS REQUIRED PRIORTO INSTALLING POST-INSTALLED ANCHORS IN PRESTRESSED
CONCRETE. THE CONSTRUCTION PLAN SHALL DEMONSTRATE HOWTHE LOCATION OF EXISTING PRESTRESSING TENDONS AND
STRANDS WILL BE LOCATED AND DENOTED AS NECESSARY TO
AVOID INTERFERENCE.
2.5 EXPANSION JOINTS, SEISMIC SEPARATION JOINTS:a) EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT
INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF
CORRIDORS AND LOBBIES OR OTHER SIMILAR AREAS.b) FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC
SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE CEILING
INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET IN
ACCORDANCE WITH ASTM E580, SECTION 5.2.9.
2.6 CEILING FIXTURES, TERMINALS, AND DEVICES:a) ALL FIXTURES, TERMINALS, AND OTHER DEVICES SHALL BE
MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING
PERFORMANCE IN ACCORDANCE WITH SECTION 13.5.6.2.2 ITEM 5OF ASCE 7 AS AMENDED BY CBC SECTION 1616A.1.20
(1616.10.16*) AND ASTM E580 SECTIONS 5.3 AND 5.4.b) CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR
TERMINALS OR DEVICES.c) PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS
AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED
TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVEA TWO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER
THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE(1) INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, PER
ASTM E580, SECTION 5.2.8.5, A FLEXIBLE SPRINKLER HOSEFITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING
MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE
OVERSIZED RING, SLEEVE, OR ADAPTER.d) SLACK SAFETY WIRES SHALL BE CONSIDERED HANGER WIRES
FOR INSTALLATION AND TESTING REQUIREMENTS.
2.6.1 LIGHT FIXTURES:a) ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE
CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS PER CEC
ARTICLE 410.36 TO RESIST A HORIZONTAL FORCE EQUAL TO THEWEIGHT OF THE FIXTURE. A MINIMUM OF TWO SCREWS OR
APPROVED FASTENERS ARE REQUIRED AT EACH LIGHT FIXTURE,
PER ASTM E580, SECTION 5.3.1.b) SURFACE-MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE
MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICESON EACH FIXTURE. THE CLAMPING DEVICE SHALL COMPLETELY
SURROUND THE SUPPORTING CEILING RUNNER AND BE MADE OFSTEEL WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL
SPRING CATCHES DO NOT COMPLY. A #12 GAGE SLACK SAFETYWIRE SHALL BE CONNECTED FROM EACH CLAMPING DEVICE TO
THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHENLIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER OR EXCEED 56
LB. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED
EIGHT (8) FEET.c) LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB.
SHALL HAVE A MINIMUM OF ONE #12 GAGE SLACK SAFETY(1)
WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE
STRUCTURE ABOVE.d) LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS
THAN OR EQUAL TO 56 LBS. MAY BE SUPPORTED DIRECTLY ONTHE CEILING RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF
TWO (2) #12 GAGE SLACK SAFETY WIRES CONNECTED FROM THEFIXTURE HOUSING AT DIAGONAL CORNERS TO THE STRUCTURE
ABOVE.EXCEPTION: ALL LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET
WEIGHING LESS THAN 56 LBS. SHALL HAVE A #12 GAGE SLACK SAFETYWIRE AT EACH CORNER.
e) ALL LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE
INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT#12 GAGE HANGER WIRES (ONE AT EACH CORNER) ATTACHED
FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE OROTHER APPROVED HANGERS. THE FOUR (4) TAUT #12 GAGE
WIRES OR OTHER APPROVED HANGERS, INCLUDING THEIRATTACHMENT TO THE STRUCTURE ABOVE, SHALL BE CAPABLE OF
SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE.
2.6.2 SERVICES WITHIN THE CEILING:a) ALL FLEXIBLE SPRINKLER HOSE FITTING MOUNTING BRACKETS,
CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALLBE POSITIVELY ATTACHED TO THE CEILING SUSPENSION
SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTALFORCE EQUAL TO THE WEIGHT OF THE COMPONENT. SCREWS OR
APPROVED FASTENERS ARE REQUIRED. A MINIMUM OF TWO
ATTACHMENTS ARE REQUIRED AT EACH COMPONENT.b) CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES
WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1)#12 GAGE SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL
OR SERVICE TO THE STRUCTURE ABOVE.c) FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR
TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 20 LB.BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO (2) #12
GAGE SLACK SAFETY WIRES (AT DIAGONAL CORNERS)CONNECTED FROM THE TERMINAL OR SERVICE TO THE
STRUCTURE ABOVE.d) FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR
TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 LB.
SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BYNOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES
ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTUREABOVE OR OTHER APPROVED HANGERS. THE FOUR (4) TAUT #12
GAGE WIRES OR OTHER APPROVED HANGERS, INCLUDING THEIRATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF
SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.
2.6.3 OTHER DEVICES WITHIN THE CEILING:
ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBELIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC.,
SHALL BE ATTACHED TO THE CEILING GRID PER SECTION 2.6.2 A)OF THIS IR. IN ADDITION, DEVICES WEIGHING MORE THAN 10LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE ANCHORED
TO THE STRUCTURE ABOVE PER SECTION 2.6.1 B) OF THIS IR.DEVICES WEIGHING MORE THAN 20 LBS. SHALL BE SUPPORTED
FROM THE STRUCTURE ABOVE USING DETAILS PROVIDED BY THEREGISTERED DESIGN PROFESSIONAL (RDP).
3. ADDITIONAL REQUIREMENTS:
3.1 PENDANT MOUNTED LIGHT FIXTURES:a) WHERE PENDANT MOUNTED LIGHT FIXTURES ARE TO BE
INSTALLED IN AREAS WITH A SUSPENDED CEILING, THECONSTRUCTION DOCUMENTS SHALL INCLUDE COMPLETE
SUPPORT DETAILS COMPLYING WITH THIS IR AND DSA IR 16-9.b) SUPPORT PENDANT-MOUNTED LIGHT FIXTURES DIRECTLY FROM
THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLESPASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF
SUPPORTING TWO(1) TIMES THE WEIGHT OF THE FIXTURE.
c) IF A PENDANT MOUNTED LIGHT FIXTURE IS DIRECTLY AND
INDEPENDENTLY BRACED BELOW THE CEILING (I.E., AIRCRAFTCABLES TO WALLS), THEN A BRACE ASSEMBLY IS NOT REQUIRED
ABOVE THE CEILING.d) IF A PENDANT MOUNTED LIGHT FIXTURE IS FREE TO SWING 45
DEGREES FROM VERTICAL IN ALL DIRECTIONS, AND IS NOTDIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING,
THEN A BRACING ASSEMBLY IS ONLY REQUIRED WHERE THEPENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILS
ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THEBRACING ASSEMBLY TO TRANSMIT THE HORIZONTAL AND
VERTICAL FORCES. EXCEPTION: WHERE THE WEIGHT OF THEFIXTURE IS LESS THAN 20 POUNDS, THE VERTICAL COMPONENT OF THE BRACE FORCE
NEED NOT BE CONSIDERED SO NO COMPRESSION STRUT/POST
e) RIGID CONDUIT SHALL NOT BE USED FOR ATTACHMENT OF THE
FIXTURES.
3.2 FIRE RATED CEILINGS:a) PROVIDE A DETAIL AND TESTED ASSEMBLY NUMBER FOR RATED CEILING
ASSEMBLIES FROM AN AUTHORIZED TESTING AGENCY. THECOMPONENTS AND INSTALLATION DETAILS MUST CONFORM IN
EVERY RESPECT WITH THE LISTED DETAIL AND NUMBER. DETAILSSHALL CLEARLY DEPICT ALL COMPONENTS, INCLUDING
INSULATION MATERIALS, FRAMING AND ATTACHMENT OF THEDESIGN SO THAT THE ASSEMBLY CAN BE CONSTRUCTED AND
INSPECTED ACCORDINGLY.b) POP RIVETS, SCREWS, OR OTHER ATTACHMENTS ARE NOT
ACCEPTABLE UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS
OR AN APPROVED LISTING BY A STATE FIRE MARSHAL (SFM)
RECOGNIZED LABORATORY.
3.3 ACOUSTICAL CEILING TILE PANEL INSTALLATION
FOR CEILING INSTALLATIONS UTILIZING ACOUSTICAL TILE PANELS OFMINERAL OR GLASS FIBER, IT IS NOT MANDATORY TO PROVIDE ¾"CLEARANCE BETWEEN THE ACOUSTICAL TILE PANELS AND THE WALL ON
THE SIDES OF THE CEILING WHICH ARE FREE TO SLIP.
3.4 OTHER PANEL TYPES:
PANELS WEIGHING MORE THAN ONE-HALF (1/2) PSF, OTHER THANMINERAL FIBER AND GLASS FIBER ACOUSTICAL TILE, AND ALL METALAND WOOD PANELS SHALL BE POSITIVELY ATTACHED TO THE CEILING
SUSPENSION RUNNERS BY MECHANICAL MEANS, SUCH AS BOLTS,SCREWS, OR RIVETS, AND EACH ATTACHMENT SHALL HAVE THE
ALLOWABLE DESIGN STRENGTH TO SUPPORT 100 PERCENT OF THEWEIGHT OF THE PANEL ACTING IN ANY DIRECTION. A MINIMUM OF TWO
ATTACHMENTS ARE REQUIRED FOR EACH PANEL. FOR CEILINGINSTALLATIONS UTILIZING PANELS OTHER THAN MINERAL OR GLASS
FIBER, ¾" CLEARANCE SHALL BE PROVIDED BETWEEN THE CEILINGPANEL AND THE WALL ON THE SIDES OF THE CEILING AREA WHICH ARE
FREE TO SLIP, UNLESS OTHERWISE JUSTIFIED BY SEISMICQUALIFICATION INDICATED BELOW.
THE USE OF OTHER TYPES OF ATTACHMENT, SUCH AS CLIPS, SNAP-INDEVICES, PERFORATED LIPS, CLAMPING DEVICES, OR SPRING LOADED
DEVICES OR HOOKS, SHALL BE LISTED PER DSA IR A-5 AND IDENTIFIEDFOR USE WITH THE TYPE OF CEILING FRAMING MEMBERS AND PANELS.
THE LISTING SHALL BE SEISMICALLY QUALIFIED IN ACCORDANCE WITHASCE 7 SECTION 13.2.5 OR 13.2.6.AN ALTERNATE MEANS OF COMPLIANCE PER CAC 4-304 MAY BE
PROPOSED AND REVIEWED ON A PROJECT BY PROJECT BASIS WHENUSING UNLISTED MEANS OF ATTACHMENT. THE ALTERNATE MEANS
OF ATTACHMENT SHALL HAVE THE ALLOWABLE DESIGN STRENGTHTO SUPPORT 100 PERCENT OF THE WEIGHT OF THE PANEL ACTING
IN ANY DIRECTION AND SHALL BE CAPABLE OF MAINTAINING THATSTRENGTH IF THE CEILING GRID IS DISTORTED OR OUT OF LEVEL.
IT IS ALSO ALTERNATELY PERMITTED TO PROVIDE A SECONDARYMEANS OF CONNECTING THE PANEL TO THE GRID OR STRUCTURE
TO RETAIN THE PANEL IN CASE OF PANEL DROPOUT, CEILING GRIDDISTORTION, AND CEILING GRID BECOMING OUT-OF-LEVEL. THE
SECONDARY ATTACHMENT SHALL HAVE THE ALLOWABLE DESIGNSTRENGTH TO SUPPORT TWO (2) TIMES THE WEIGHT OF THE PANEL
ACTING IN ANY DIRECTION, SUCH AS A SLACK WIRE OR CABLE.SPECIAL ATTACHMENT DETAILS COMPLYING WITH ONE OF THE
METHODS OUTLINED ABOVE, SUCH AS SCREWS OR CABLES, SHALLBE PROVIDED AT THE PERIMETER OF THE CEILING, WHERE PANELSARE CUT OR ALTERED, OR WHERE NON-STANDARD PANEL SIZES OR
EDGE CONDITIONS OCCUR.EXITWAYS: EXITWAYS OF ESSENTIAL SERVICES BUILDINGS SHALL BE
INSTALLED IN ACCORDANCE WITH SECTION13.5.6.2.2 ITEM 1 OF ASCE 7 AS AMENDED BY CBC SECTION
1616A.1.20 (1616.10.16*). A MAIN OR CROSS RUNNER SHALL BEINSTALLED ON ALL SIDES OF EACH PIECE OF TILE, BOARD OR
PANEL AND EACH LIGHT FIXTURE OR GRILL. SPLICES ORINTERSECTION OF SUCH RUNNERS SHALL BE ATTACHED WITH
THROUGH CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS,PLATES WITH END TABS OR OTHER APPROVED CONNECTORS.
3.6 FREE FLOATING CEILINGS:
FREE FLOATING CEILINGS (CEILINGS NOT ATTACHED TO ANYWALLS) SUPPORTED BY WIRES IN ACCORDANCE WITH THIS IR
SHALL BE BRACED IN ACCORDANCE WITH THIS IR, REGARDLESS OFTHE CEILING AREA, UNLESS IT CAN BE DEMONSTRATED THE
ANTICIPATED CEILING MOVEMENT WILL NOT CAUSE FAILURE OFTHE CEILING COMPONENTS OR FAILURE OF MECHANICAL,
ELECTRICAL, PLUMBING, AND FIRE AND LIFE SAFETYCOMPONENTS/SYSTEMS WITHIN THE CEILING AREA AND WITHIN
THE AREA OF ANTICIPATED MOVEMENT.THE PERIMETER OF FREE FLOATING CEILINGS SHALL BE SUPPORTEDBY A CONTINUOUS RUNNER WHICH IS SPLICED IN ACCORDANCE
WITH ASTM E580 SECTION 5.1.2.
4. CEILING SYSTEM ALTERATION: THE ENTIRE CEILING IN THE
AFFECTED SPACE SHALL BE UPGRADED TO MEET THE CURRENTREQUIREMENTS OF THE CBC IF ANY PORTION OF THE GRID SYSTEM IS CUT
OR ALTERED AND THE CEILING HAS NO LATERAL BRACING ASSEMBLIES
(4-WAY SPLAY WIRES AND COMPRESSION POST) OR HAS LATERAL BRACING
ASSEMBLIES SPACED MORE THAN 12 FEET ON-CENTER.
EXEPTION: IF THE CEILING HAS LATERAL BRACING ASSEMBLIES SPACED
NO MORE THAN 12 FEET ON-CENTER, A CEILING UPGRADE WILL ONLY BE
REQUIRED IF THE AREA CUT OR ALTERED EXCEEDS 10 PERCENT OF THE
ENTIRE CEILING AREA.
NOTES:
1. THE "ENTIRE" CEILING IN THE AFFECTED SPACE IS DEFINED AS THE AREA OF
CEILING BOUNDED BY FOUR WALLS OR A COMBINATION OF WALLS AND EXPANSION
JOINTS OR SEISMIC SEPARATION JOINTS.
2. WITH DSA CONCURRENCE, OTHER EXISTING LATERAL BRACING SYSTEMS MAY BE
DEEMED EQUIVALENT TO A 4-WAY SPLAY WIRE AND COMPRESSION POST LATERAL
FORCE BRACING SYSTEM.
4.1 WHERE THE CEILING GRID IS NOT CUT OR ALTERED, AND THE SCOPE OF
WORK INCLUDES ONLY THE FOLLOWING:
• REPLACEMENT OF EXISTING CEILING PANELS WITH LIKE
PANELS OF EQUAL OR LESSER WEIGHT.
• REPLACEMENT OF LIGHT FIXTURES AND/OR TERMINALS WITH
LIKE UNITS (UNITS OF EQUAL SIZE AND OF EQUAL OR LESSER
WEIGHT) PLACED IN THE SAME LOCATION.
NO UPGRADE TO THE CEILING GRID, SUSPENSION SYSTEM OR LATERALFORCE BRACE ASSEMBLIES IS REQUIRED.
4.2 RE-USE OF EXISTING CEILING HANGER WIRES AND BRACING
WIRES: EXISTING CEILING HANGER AND BRACING WIRES MAY BE
REUSED PROVIDED THEY COMPLY WITH THE FOLLOWING:a) THE GAGE AND SPACING OF THE WIRES MUST COMPLY WITH THE
CURRENT APPLICABLE CODES AND THIS IR.b) IF A NEW WIRE IS TO BE SPLICED TO AN EXISTING WIRE, THE
ARCHITECT OR STRUCTURAL ENGINEER IN GENERAL
RESPONSIBLE CHARGE MUST SUBMIT TO THE DSA FOR APPROVALA DETAIL AND SPECIFICATION DESCRIBING HOW THE SPLICE ISTO BE MADE. ACCEPTABLE WIRE SPLICE DETAILS ARE PROVIDED
IN APPENDIX A.c) SEE SECTION 7 FOR TESTING REQUIREMENTS FOR THE RE-USE OF
EXISTING HANGER AND BRACING WIRE ASSEMBLIES.
5. DSA ACCEPTANCE OF EVALUATION REPORTS: CEILING GRID
SYSTEMS OR COMPONENTS, WITH VALID EVALUATION REPORTS ISSUEDBY QUALIFIED EVALUATION AGENCIES, IN ACCORDANCE WITH DSA
IR A-5, ARE ACCEPTED BY THE DSA, PROVIDED THE SYSTEM ORCOMPONENT MEETS THE REQUIREMENTS OF CBC SECTION 1616A.1.20
(1616.10.16*), ASTM C635, C636 AND E580. WHERE A QUALIFIEDEVALUATION REPORT IS UTILIZED, THE INSTALLATION SHALL COMPLYWITH ALL THE REQUIREMENTS SPECIFIED IN THE EVALUATION REPORT,
I.E., CONNECTIONS, MEMBER SIZES, PERIMETER DETAILS, SPECIAL
CLIPS TO WALL ANGLES, ETC.IN ACCORDANCE WITH DSA IR A-5, DSA WILL ACCEPT OSHPD
PREAPPROVED DETAILS (OPD) “2013 CBC STANDARD SUSPENDEDCEILING DETAILS FOR ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS.”
6. TESTING: ALL FIELD TESTING MUST BE PERFORMED IN THE
PRESENCE OF THE PROJECT INSPECTOR OR A SPECIAL INSPECTOR.6.1 NEW INSTALLATIONS:
POST-INSTALLED ANCHORS IN CONCRETE USED TO SUPPORT HANGER
WIRES SHALL BE TESTED AT A FREQUENCY OF 10 PERCENT. POWERACTUATED FASTENERS IN CONCRETE SHALL BE FIELD TESTED FOR 200
LBS. IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN CONCRETESHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1913A.7.
POST-INSTALLED ANCHORS IN CONCRETE USED TO ATTACH BRACINGWIRES SHALL BE TESTED AT A FREQUENCY OF 50 PERCENT IN
ACCORDANCE WITH CBC SECTION 1913A.7.
6.2 RE-USE OF EXISTING CEILING HANGER WIRES AND BRACINGWIRES:
a) ALL EXISTING CEILING HANGER WIRE/ANCHOR ASSEMBLIES
MUST BE TESTED TO 200 LBS.b) ALL EXISTING BRACING WIRE/ANCHOR ASSEMBLIES MUST BE
FIELD TESTED TO 440 LBS.c) WHERE A NEW WIRE IS SPLICED TO AN EXISTING WIRE, EACH
SPLICED WIRE/ANCHOR ASSEMBLY MUST BE FIELD TESTED TO
THE LOADS GIVEN FOR EXISTING ASSEMBLIES ABOVE.
REFERENCES:CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24
PART 2, 2016 CALIFORNIA BUILDING CODE (CBC), SECTION1616A.1.21, 1616.10.16* PART 3, 2016 CALIFORNIA ELECTRICAL
CODE (CEC), ARTICLE 410.36ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES ASTM C635.07, C636-08, AND E580-10A DSA IR 25-2.13
APPENDIX A1. CEILING SYSTEM GENERAL NOTES:
1.1 CEILING SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635-07 AND
SECTION 5.1 OF ASTM E580-10A.
1.2 THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY
ASTM C635-08.
1.3 CEILING SYSTEMS. THE FOLLOWING CEILING SYSTEM(S) IS/ARE PART OF
THE SCOPE OF THIS PROJECT: SEE SPECIFICATIONS SECTION 09 5100 PART 2
MANUFACTURER'S NAME: SEE SPECIFICATIONS SECTION 09 5100 PART 2
PRODUCT EVALUATION REPORT TYPE AND NUMBER: SEE SPECIFICATIONS
SECTION 09 5100 PART 2
.
MANUFACTURER'S MODEL NUMBER - MAIN RUNNER: SEE SPECIFICATIONS
SECTION 09 5100 2.01 B
MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER: SEE SPECIFICATIONS
SECTION 09 5100 2.01 B
.
1.4 SEISMIC WALL CLIP: SEE SPECIFICATIONS
1.5 CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR
TERMINALS OR DEVICES.
1.6 FOR CEILING INSTALLATIONS UTILIZING ACOUSTICAL TILE PANELS OF
MINERAL OR GLASS FIBER, IT IS NOT MANDATORY TO PROVIDE ¾”
CLEARANCE BETWEEN THE ACOUSTICAL TILE PANELS AND THE WALL ON
THE SIDES OF THE CEILING WHICH ARE FREE TO SLIP. FOR ALL OTHER
CEILING PANEL TYPES, PROVIDE ¾” CLEARANCE BETWEEN THE CEILING
PANEL AND THE WALL ON THE SIDES OF THE CEILING FREE TO SLIP.
2. MATERIALS:
2.1 CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON
STEEL CONFORMING TO ASTM A641-09A. WIRE SHALL BE #12 GAGE
(0.106” DIAMETER) WITH SOFT TEMPER AND MINIMUM TENSILE
STRENGTH = 70 KSI.
2.2 GALVANIZED SHEET STEEL (INCLUDING THAT USED FOR METAL STUD AND
TRACK COMPRESSION STRUTS/POST) SHALL CONFORM TO ASTM A653-11,
OR OTHER EQUIVALENT SHEET STEEL LISTED IN SECTION A2.1 OF THE
NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS 2007, INCLUDING SUPPLEMENT 2 DATED
2010 (AISI S100-07/S2-10). MATERIAL 43 MIL (18 GAGE) AND LIGHTER
SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI. MATERIAL 54 MIL (16
GAGE) AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.
2.3 ELECTRICAL METALLIC TUBE (EMT) SHALL BE ANSI C80.3/UL 797 CARBON
STEEL WITH G90 GALVANIZING. EMT SHALL HAVE MINIMUM YIELD STRENGTH
(FY) OF 30 KSI AND MINIMUM ULTIMATE STRENGTH (FU) OF 48 KSI.
ATTACHMENT OF HANGER AND BRACING WIRES:
3.1 SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6)
INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.
3.2 HANGER AND BRACING WIRES SHALL NOT ATTACH TO OR BEND AROUND
OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: PIPING, DUCTWORK,
CONDUIT AND EQUIPMENT.
3.3 HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX
(VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES.
3.4 SLACK SAFETY WIRES SHALL BE CONSIDERED HANGER WIRES FOR
INSTALLATION AND TESTING REQUIREMENTS.
3.5 HANGER AND BRACING WIRE ANCHORAGE TO THE STRUCTURE SHALL BE
INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHORAGE
ALIGNS CLOSELY WITH THE DIRECTION OF THE WIRE. (E.G. BRACING
WIRE CEILING CLIPS MUST BE BENT AS SHOWN IN THE DETAILS AND
ROTATED AS REQUIRED TO ALIGN CLOSELY WITH THE DIRECTION OF THE
WIRE, SCREW EYES IN WOOD MUST BE INSTALLED SO THEY ALIGN
CLOSELY WITH THE DIRECTION OF THE WIRE, ETC.)
3.
FASTENERS AND WELDING:4.SHEET METAL SCREWS SHALL COMPLY WITH ASTM C1513-10, ASME
B18.6.4-89 (R2005). PENETRATION OF SCREWS THROUGH JOINED
MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.
4.1 EXPANSION ANCHORS SHALL BE: AS NOTED ON DETAILS
4.2 POWER-ACTUATED FASTENERS SHALL BE: AS NOTED ON DETAILS
4.3 IF NOT OTHERWISE SPECIFIED IN THE EVALUATION REPORT,
POWER-ACTUATED FASTENERS INSTALLED IN STEEL SHALL BE INSTALLED
SO THE ENTIRE POINTED END OF THE FASTENER IS DRIVEN THROUGH
THE STEEL MEMBER.
4.4 POWER-ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR
BRACING WIRES.
4.5 CONCRETE REINFORCEMENT AND PRESTRESSING TENDONS SHALL BE
LOCATED BY NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING POST -
INSTALLED ANCHOR.
4.6 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E60XX
SERIES ELECTRODES.
5. TESTING: ALL FIELD TESTING MUST BE PERFORMED IN THE PRESENCE
OF THE PROJECT INSPECTOR.
5.1 POST-INSTALLED ANCHORS IN CONCRETE USED TO SUPPORT HANGER
WIRES SHALL BE TESTED AT A FREQUENCY OF 10 PERCENT. POWER
ACTUATED FASTENERS IN CONCRETE SHALL BE FIELD TESTED FOR 200
LBS. IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN CONCRETE
SHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1913A.7.
5.02 POST-INSTALLED ANCHORS IN CONCRETE USED TO ATTACH BRACING
WIRES SHALL BE TESTED AT A FREQUENCY OF 50 PERCENT IN ACCORDANCE
WITH CBC SECTION 1913A.7.
6. LIGHT FIXTURES:
6.1 ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING
SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL
FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. A MINIMUM OF TWO
SCREWS OR APPROVED FASTENERS ARE REQUIRED AT EACH LIGHT
FIXTURE, PER ASTM E580, SECTION 5.3.1.
6.2 SURFACE-MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE MAIN
RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES. THE CLAMPING
DEVICE SHALL COMPLETELY SURROUND THE SUPPORTING CEILING RUNNER AND
BE MADE OF STEEL WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL
SPRING CATCHES DO NOT COMPLY. A #12 GAGE SLACK SAFETY WIRE SHALL BE
CONNECTED FROM EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE.
PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT (8) FEET
OR LONGER OR EXCEED 56 LB. MAXIMUM SPACING BETWEEN SUPPORTS SHALL
NOT EXCEED EIGHT (8) FEET.
6.3 LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A
MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE
FIXTURE HOUSING TO THE STRUCTURE ABOVE.
6.4 LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR EQUAL
TO 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY
SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES
CONNECTED FROM THE FIXTURE HOUSING AT DIAGONAL CORNERS TO THE
STRUCTURE ABOVE.
EXCEPTION: ALL LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET
WEIGHING LESS THAN 56 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY
WIRE AT EACH CORNER.
6.5 ALL LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE
INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12
GAGE HANGER WIRES (ONE AT EACH CORNER) ATTACHED FROM THE
FIXTURE HOUSING TO THE STRUCTURE ABOVE OR OTHER APPROVED
HANGERS. THE FOUR (4) TAUT #12 GAGE WIRES OR OTHER APPROVED
HANGERS, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE,
SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE
FIXTURE.
7. SERVICES WITHIN THE CEILING:
7.1 ALL FLEXIBLE SPRINKLER HOSE FITTING MOUNTING BRACKETS,
CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALL BE
POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY
MECHANICAL MEANS. SCREWS OR APPROVED FASTENERS ARE REQUIRED.
A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT.
7.2 CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING LESS
THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1) #12 GAGE SLACK
SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE
STRUCTURE ABOVE.
7.3 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS
OR OTHER SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR
EQUAL TO 56 LB. SHALL HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES
(AT DIAGONAL CORNERS) CONNECTED FROM THE TERMINAL OR SERVICE
TO THE STRUCTURE ABOVE.
7.4 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS
OR OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12
GAGE HANGER WIRES ATTACHED FROM THE TERMINAL OR SERVICE TO THE
STRUCTURE ABOVE OR OTHER APPROVED HANGERS.
8. OTHER DEVICES WITHIN THE CEILING:
8.01 ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS,
OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO
THE CEILING GRID. IN ADDITION, DEVICES WEIGHING MORE THAN 10 LBS.
SHALL HAVE A #12 GAGE SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE
ABOVE. DEVICES WEIGHING MORE THAN 20 LB. SHALL BE SUPPORTED
INDEPENDENTLY FROM THE STRUCTURE ABOVE.
ICC-ES REPORT ESR-1308 (VALID UNTIL 12/19)
IS REQUIRED.
3.5
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
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CEILING NOTES
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
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CA 92801
FREE JOINT
ATTACHED
JOINT
CROSS RUNNERS TYP.
BRACING WIRELOCATION-TYP.
CONT ANGLE @ PERIMETER
NOTE:
BRACING WIRES AND COMP. STRUT SHALL OCCURAT EVERY 144 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.
MAIN RUNNERS
STABILIZER BARS,
CROSS TEES OR
STRUTS 8" MAX. FROM WALL TYP. ALONG
FREE JOINTS
MAX
6' - 0"
MAX
12' - 0"
MAX
6' - 0"
MAX
6' -
0"
MAX
12' -
0"
MAX
6' -
0"
2.60
2.60
ATTACHED
JOINT
FREE JOINT
2.60 FREE
JOINT
2.60ATTACHED
JOINT
144 SQ
FT MAX
TYPICAL2.35
1.
REFER TO DETAIL 3.21/A851 FOR MAX. STRUT SPACING AND IR 25-2.132.
3.10
4.10
STRUTS SHALL NOT REPLACE HANGER WIRES.
THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO
NOT INTERFER WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED.
NOTES:
RIGID VERT. STRUT
SEE DET.
4.10
12 GA VERTICAL HANGERS AT
4'-0" O.C. EACH WAY AT MAIN RUNNER
WITH MINIMUM 3-TIGHT TURNS IN 3"
AT BOTH ENDS, SEE
12 GA. BRACING WIRE W/MIN. 4-
TIGHT TURNS IN 1 1/2" BOTH ENDS
OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4-TOTAL AT
EACH STRUT (U.N.O.) SEE
SEE DETAIL 3.10 FOR
LOCATION OF BRACING
WIRES AND STRUT
MAIN RUNNER
CROSS RUNNER
1.
.
6 MIN
1
0° TO 45°
(NOTE 2)
2'-0" TYP
4'-0"
2'-0" TYP
2.
ATTACHED JOINT FREE JOINT
NOTES:
1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF
ALL MAIN AND CROSS RUNNERS WITHIN EIGHT
(8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH
(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.
PERIMETER WIRES ARE NOT REQUIRED WHEN THE
LENGTH OF THE END TEE IS EIGHT (8) INCHES OR
LESS.
CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d RINGSHANK NAIL
(NOTE 2). OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL .
ALTERNATE STABILIZER LOCATION
W/O NAIL (NOTE 5)
HANGER WIRE
MAIN OR CROSS
RUNNER
CEILING
PANEL
STEEL POP RIVET @
ATTACHED SIDE ONLY
CHANNEL.
(STABILIZER BAR)
RUNNER
(SEE NOTE 1 BELOW)
8" MAX.
(SEE NOTE 1 BELOW)
8" MAX.
2. NAILS AT ENDS OF HORIZONTAL STABILIZERS
ARE TO BE PLACED WITH NAIL HEAD TOWARD
CENTER LINE OF SPAN OF STRUT.
3/4" MIN. CLR.
3.
APPROVED STABILIZER
1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA.
MIN. WALL STUD @ 24" O.C.
(TYP.)
1/2
" M
IN.
(SEE NOTE 3)
NOTE #4
STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR
CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH
SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.
3.
(1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.4.
1"
2"
AIR TERMINAL OR
LIGHT FIXTURE
(56# MAX.)
(2) 12 GA. SLACK SAFETY WIRE HANGERS
FOR DEVICES THAT WEIGH LESS THAN 56
LBS PLACE ON DIAGONAL CORNERS.
EXCEPTION: FIXTURES GREATER THAN 2 FEET X 4 FEET WEIGHING LESS THAN 56
LBS. REQUIRE A 12 GA. SLACK SAFETY WIRE
HANGER AT EA. CORNER.
1-#8 S.M.S. IN OPPOSITE SIDES (2
TOTAL) LOCATE SCREWS NEAR THE
CENTER OF TERMINAL OR FIXTURE
HEAVY DUTY SYSTEM
5.10
4.10
FOR CONNECTION TOSTRUCTURE SEE
STRUCTURE
BRACE WIRES
SEE
(2) 1/4"DIA. MACHINE
BOLT
CROSS RUNNER
MAIN RUNNER
3/4" MIN. EDGE
DISTANCE,TYP.
HANGER WIRE
4 TIGHT TURNS IN 1
1/2" TYP. FOR
BRACE WIRE
3 TIGHT TURNS
IN 3" FOR
HANGER TYP.
MAX
1 1/2"
TY
P0º T
O 4
5º
.
.
CHANNEL TYPE
COMPRESSION STRUT
PER TABLE 0N 3.21 CENTERED OVER CROSS
RUNNER
MAX
1 1/2"
MAX
4'-0" OC
TYP
3/4" MIN 1" MAX
A
NO
T T
O E
XCEED
TH
E A
LLO
WABLE
LEN
GTH
GIV
EN
IN
TH
E T
ABLE
ON
3.2
1 F
OR
TH
E C
OM
PR
ESSIO
N S
TR
UT S
ELE
CTED
MAIN RUNNER
CROSS RUNNER
BRACE WIRE BEYOND
HANGER WIRE
BEYOND
COPE FLANGE OR FLATTEN TO
ALLOW INSTALLATION OF
ACOUSTICAL TILE
CHANNEL COMPRESSION STRUT MAXIMUM LENGTH
250S125-33
250S137-33
362S137-33
250137-43
400S137-43
5'-0"
6'-10"
8'-0"
8'10"
10'-10"
NOTES:
1. REFER TO 4.10 FOR ADDITIONAL DETAILS.2. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE
3. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.01.
L BOLT & FLUTE (SEE NOTE 3)
LIGHTWEIGHT OR
NORMAL
WEIGHT
CONCRETE
12GA x 1" WIDE
CEILING CLIP MIN.
3/8" DIA. HILTI KB-TZ (ICC ESR-
1917). 2" MIN. EMBED.
OPTION 1
4.10
1/2" MAX. STEEL DECK,
20GA MIN.
METAL DECK (20 GA MIN.)
HILTI X-CR (0.145" DIA.) SHOT PIN (ICC ESR-1663) 1-1/4" MIN. EMBED.
L 1-1/2"x 1-1/2"x 12 GA
4.10
LIGHTWEIGHT OR
NORMAL WEIGHT
CONCRETE
12GAx3/4" WIDE
CEILING CLIP
4.10
3/4" MIN
HILTI X-CR (0.145" DIA.) SHOT PIN (ICC ESR-1663) 1-1/4" MIN. EMBED.
OPTION 2
OPTION 3
C
4.11
4.11
3 TURNS @ HANGER WIRE TYPICAL
@ EACH END
4 TURNS @ BRACE WIRES TYP.
@ EACH END
FOR CONNECTION TO
STRUCTURE SEE CONNECTION
MATRIX ON
FOR CONNECTION TO
STRUCTURE SEE CONNECTION
MATRIX ON
HANGER WIRE
BRACING WIRE
1 1/2" MAX.
10° TO 45°
3"
MAX.
1/2" MAX. U.O.N.
#12 GAGE WIRE
#12 GAGE WIRE
1/2
" TYP
1/2" TYP
U.N.O.
1/2" MAX
362S137-33 MIN. BACKING STUD. SPAN 2
WALL STUDS MINIMUM. FASTEN BACKING
TO WALL STUDS USING (2) #10X1-1/4"
SMS AT EACH STUD.
1"x1"x12GAx3/4" CLIP ANGLE. FASTEN TO
BACKING STUD USING #10 X 1-1/4"
SHEET METAL SCREW.
4.10
NOTES:
1. THIS IS APPLIED FOR PERIMETER
WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS
ATTACHMENT TO STRUCTURE
ABOVE
1
6 MIN.
1
6
1"x1"x12GAx3" CLIP
ANGLE
2-#10 S.M.S. @
2" O.C.
WALL STUD PER RDP
20 GA MIN
1 LAYER OF GYP. BD.
4.10
WALL STUD PER
RDP 20 GA MIN
GYP. BD.
(2) #10 SMS
TO FRAMING
1"x1"x12GAx3/4"
CLIP ANGLE
4.10
A. "DIRECT"
(FOR NOTES SEE
"B"
"THRU GYP.)
B. "THRU GYP" 1
OPTION 1 OPTION 2
OPTION 3
(1) #10 SMS
6 MIN.
L1-1/2"x 1-1/2"x 12
GA x 0'-2" CLIP
STRUCTURAL STEEL
HANGER WIRE
NOTES :
1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".
2. RDP IN RESPONSIBLE CHARGE, IOR AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER. SEE ANSI/AISC 341-10
3. REFER TO 4.10 FOR ADDITIONAL DETAILS
1/2" MAX
HILTI X-U
(0.157" DIA.)
SHOT PIN (ICC
ESR-2269)
STRUCTURAL CONDITION
OF FLOOR/ ROOF ABOVE
SUSPENDED CEILING
METAL DECK
CONCRETE OVERMETAL DECK
CONCRETE SLAB, BEAM,OR JOIST
STRUCTURAL STEEL
METAL STUD WALL
SAWN TIMBER
WOOD I JOIST
WOOD CHORD TRUSS
OPEN WEB STEEL JOIST
APPLICABLE
HANGER WIREDETAIL
4.20
4.21
4.22
4.23
4.24
4.25, 4.29
4.26
4.27, 4.29
4.28, 4.29
APPLICABLE
BRACING WIRE
DETAIL
4.30
4.31
4.32
4.33
4.34
4.35
4.36, 4.37
4.38, 4.29
4.39, 4.29
NOTES:
1. IF SELF-TAPPING SCREWS ARE USED WITH CONCRETE FILL,
SET SCREWS BEFORE PLACING CONCRETE.
METAL DECK (20 GA MIN.)
(2) #8 x 1/2" SELF-
TAPPING SCREWS
STEEL STRAP 3" WIDE
x 4" LONG x 12 GA. MIN., BEND
TO ALIGN WITH WIRE
INSULATION OVER
METAL DECK
BRACING WIRE
4.10
MIN 5/8" DIA. HILTI KB-TZ (ICC
ESR-1917). 4" MIN. EMBED.
NOTES:
1. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.02
2. REFER TO 4.10 FOR ADDITIONAL DETAILS3. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF
DECK LOW FLUTE.
1 1/2"x 1 1/2"x12GA x2" CEILING
CLIP, TYP
LIGHTWEIGHT OR NORMAL WEIGHT
CONCRETE
4.10
TYP
3/4" MIN
(2) 3/8" DIA HILTI KB-TZ (ICC ESR-1917).
2" MIN. EMBED.
LIGHTWEIGHT OR NORMAL
WEIGHT CONCRETE
OPTION 1
OPTION 2
1-1/2"x1-1/2"x12GA
4.10
1/2" MAX.
(3) HILTI X-U (0.157" DIA.) SHOT PIN (ICC ESR-2269)
BRACING WIRE
NOTES :
1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".
2. RDP IN RESPONSIBLE CHARGE, IOR, AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER. SEE ANSI/AISC 341-10
3. REFER TO 4.10 FOR ADDITIONAL DETAILS
1/2" MAX.
2" X 2" X 2" LONG X 12 GA. CLIP
METAL STUD PER RDP
MIN 18 GA
1 LAYER OF GYP. BD., MAX.
600S137-54 SPAN (2) WALL STUDS
MINIMUM USING
(4) #10 x 1-1/4" SMS AT EA STUD,
(ONLY (2) #10 SMS REQUIRED WHERE CLIP ATTACHES DIRECTLY TO WALL
STUD)
1-1/2"x1-1/2"x12GAx1" CLIP ANGLE W/ (2)
#10x1-1/4" SMS
1/2
" M
AX
4.10
STRUCTURAL CONDITION
OF FLOOR / ROOF ABOVE
COMPRESSION STRUT
APPLICABLE
DETAIL
METAL DECK
CONCRETE OVER
METAL DECK
CONCRETE SLAB, BEAM,
OR JOIST
STRUCTURAL STEEL
SAWN TIMBER WITH
GYPSUM BOARD
SAWN TIMBER WITHOUT
GYPSUM BOARD
5.20
5.21
5.30
5.40
5.50
5.60
LIGHTWEIGHT
OR NORMAL
WEIGHT CONCRETE
3/8" DIA. HILTI KB-TZ
(ICC ESR-1917). 2" MIN.
EMBED @ CENTER
OF FLUTE
CUT FLANGES
AND BEND
CHANNEL STRUT
3 7/8" MIN.
2"
1"
(2) #10 S.M.S L 1-1/2 x 1-1/2 x 12 GA.
3/4" MIN
OPTION 1 OPTION 2
3/8" DIA. HILTI KB-TZ (ICC ESR-
1917). 2" MIN. EMBED.
NOTES:
1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE
2. TEST POST INSTALLED ANCHORS IN ACCORDACE WITH CEILING NOTE 5.01
2"CUT FLANGES
AND BEND
(2) HILTI X-U (0.157" DIA.) SHOT PIN (ICC ESR-2269)
NOTES:
1. STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16".
2. RDP IN RESPONSIBLE CHARGE, I.O.R. AND CONTRACTOR SHALL VERIFY THAT NO PAF IS
INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE ANSI/AISC 341-10.
3. REFER TO 5.20 AND 5.30 FOR ADDITIONAL INFORMATION.
3 TURNS IN 3" TYPICAL
@ EACH END
HANGER WIRE ONLY
HANGER WIRE
4 TURNS IN 1-1/2" TYPICAL
@ EACH END
HANGER OR BRACE WIRE
BRACE OR HANGER
WIRE
NOTES:
WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY
AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.
CHANNEL STRUT
(2) #10 S.M.S
L 2" x 2" x 12 GA.
3/4" MIN
OPTION 1 OPTION 2
#12 S.M.S
(2) #12 S.M.S.(2) #10 S.M.S
L 2" x 2" x 12 GA.
x 0'-8"
INSULATION OVER METAL DECK
METAL DECK
(20 GA. MIN.)
DS
A A
PP
RO
VA
L P
LA
NS
SHEET NO:
SHEET DESCRIPTION:
JOB NO:
CLIENT:
PROJECT NAME:
DATE:
DRAWN:
CHECK:
ARCHITECT:
ENGINEER:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
westbergwhitearchitecture
PDW
TC
D
D
LU
A
RA
NEC
BE
RG
SN WES
TIL
ES
ETIHC
ATA
T
EOF
S
I
C-11045EXP.9-2021
NE
P
CA L I FO
RN
I
STATE:
ARCHITECT:
CONSULTANT:
C:\Users\emercado\Documents\c20030-Master_emercado.rvt1/21/2021 3:47:26 PM
A851
CEILING DETAILS
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fullert
on C
ollege
JG
EM
01/21/2021
20030
BLD
G 1
000 I
MPRO
VEM
EN
TS
321 E
Chapm
an A
ve
Fullert
on C
a.
92832
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1/8" = 1'-0" 2.12TYP. 12'-0"X12'-0" CEILING PLAN
3" = 1'-0" 2.35SUSPENSION & BRACING ASSEMBLY
3" = 1'-0" 2.6CEILING PERIMETER
3" = 1'-0" 2.8LIGHT FIXT/AIR TERMINAL SUPPORT
1 1/2" = 1'-0" 3.10ACT - CHANNEL TYPE STRUT
1 1/2" = 1'-0" 3.21COMPRESSION STRUT TABLE
1 : 10 4.21HGR WIRE CONN TO CONC OVER MTL DECK
3" = 1'-0" 4.10TYP. WIRE TURNS
3" = 1'-0" 4.24HGR WIRE CONN TO METAL STUD WALL
1 1/2" = 1'-0" 4.23HGR WIRE CONN TO STRUCT STEEL
1" = 1'-0" 4.11COMPRESSION STRUT TABLE
1 : 10 4.30BRACING WIRE CONN AT METAL DECK
1 : 10 4.31CONN TO CONC OVER METAL DECK
1 1/2" = 1'-0" 4.33BRACING WIRE CONN TO STRUCT STL 3" = 1'-0" 4.34CONN TO METAL STUD WALL
1 1/2" = 1'-0" 5.10COMPRESSION STRUT TABLE
1 1/2" = 1'-0" 5.21STRUT CONN TO CONC OVER MTL DECK
1 1/2" = 1'-0" 5.40STRUT CONN TO STRUCTURAL STEEL
3" = 1'-0" 6.10CEILING WIRE SPLICES
1 1/2" = 1'-0" 5.20STRUT CONN TO METAL DECK
SYMBOL LIST, NOTES,SHEET INDEX ANDDETAILS
LIGHT FIXTURE SCHEDULE FBA #
TYPE LIGHT FIXTURE DESCRIPTION
FIXT
UR
E M
AXIM
UM
TOTA
L IN
PUT
WAT
TS
FIXT
UR
E M
INIM
UM
LUM
EN O
UTP
UT
EFFI
CIE
NC
Y
FIXTURE MOUNTING
LAM
P TY
PE
LAM
P C
OLO
RTE
MPE
RAT
UR
E K°
LAM
P C
RI,
NO
T LE
SSTH
AN
EAC
H L
AMP
INIT
IAL
MIN
IMU
M L
UM
ENO
UTP
UT
TOTA
L AL
L LA
MPS
INIT
IAL
MIN
IMU
MLU
MEN
OU
TPU
T
LAM
P Q
UAN
TITY
A1
2' X 4' RECESSED MOUNTED LED TROFFER, 4700 LUMENS, 35K,UNIVERSAL 0-10V DIMMING DRIVER.
FINELITE HPR LED SERIES#HPR LED-A-2X4-DCO-B-835-UNV-SC OR EQUAL
35 4742 RECESSED LED 35K 4742
A1EM
2' X 4' RECESSED MOUNTED LED TROFFER, 4700 LUMENS, 35K,UNIVERSAL 0-10V DIMMING DRIVER, 90 MINUTE EMERGENCYBATTERY PACK.
FINELITE HPR LED SERIES#HPR LED-A-2X4-DCO-S-835-UNV-SC-EM OR EQUAL
35 4742 RECESSED LED 35K 4742
X1
LED EXIT SIGN, DIE CAST ALUMINUM HOUSING IN WHITE FINISH,RED LETTERS, CEILING OR WALL MOUNT, BATTERY PACK FOR90 MINUTES OF EMERGENCY ILLUMINATION.
ISOLITE ELT SERIES #ELT-FT-EM-1C-BA-RC OR EQUAL
3 CEILING OR WALL LED
GENERAL NOTES1. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS.
2. THIS PROJECT IS A RENOVATION OF EXISTING RESTROOMS INAN EXISTING BUILDING ON AN EXISTING COLLEGE CAMPUS SITE.REFER TO THE ARCHITECTURAL DRAWINGS FOR NOTES ANDOTHER ELECTRICAL REQUIREMENTS NOT SHOWN ON THEELECTRICAL DRAWINGS AND TO DETERMINE EXISTINGCONSTRUCTION TO REMAIN AS WELL AS NEW CONSTRUCTION.IF THERE ARE OMISSIONS OR CONFLICTS BETWEEN THEELECTRICAL DOCUMENTS AND THE DOCUMENTS OF OTHERTRADES, CLARIFY THESE POINTS WITH THE ARCHITECT BEFORESUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FORFAILURE TO OBTAIN THIS INFORMATION.
3. THESE PLANS, SPECIFICATIONS, AND ALL MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS, AND STANDARDS INCLUDING WITHOUT LIMITATION TO THE FOLLOWING:
a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2019 EDITION.
b. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2019 EDITION.
c. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2019 EDITION.
d. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2019 EDITION.
e. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
f. THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT").
g. THE MANUFACTURER'S REQUIREMENTS OR RECOMMEND- ATIONS FOR ANY INCORPORATED PRODUCTS.
h. THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE.
4. THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, FIRE ALARM, AND LOW VOLTAGE SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.
5. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE OWNER REPRESENTATIVE OR OTHERWISE APPLY THE MORE STRINGENT REQUIREMENT.
6. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY:
a. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE. FIELD VERIFY DIMENSIONS PRIOR TO BID.
7. IN IMPLEMENTING THE PLANS, THE FOLLOWING GENERAL RULES APPLY:
a. BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED; AND THE CONT- RACTOR IS REQUIRED TO CAREFULLY REVIEW THE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AN ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING.
b. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCRE- PANCIES OR INCONSISTENCIES..
8. SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY- STANDARD PROTOCOL SET FORTH IN A1A DOCUMENT A201, AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL.
9. IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. COPIES OF THE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISIONS AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF ELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUT LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE, AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK.
11. REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK.
12. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL FEATURES OF THE EXISTING BUILDING, AND ALL BUILDING DRAWINGS WHICH MAY AFFECT THE EXECUTION OF THE WORK. NO EXTRA PAYMENT WILL BE ALLOWED FOR FAILURE TO OBTAIN THIS INFORMATION.
13. PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE WHATEVER AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL THE WORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS AND EQUIPMENT BEFORE REQUESTING FINAL ACCEPTANCE.
14. THE DRAWINGS INDICATE IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS OF ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS, AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE, AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED.
15. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED.
16. THE DRAWINGS INDICATE APPROXIMATE LOCATIONS OF EXISTING CONDUITS. THE EXACT ROUTING SHALL BE VERIFIED IN FIELD AND LENGTH OF CONDUCTORS SHALL BE ADJUSTED TO THE LENGTH REQUIRED.
17. PERFORM CUTTING AND PATCHING ON THE CONSTRUCTION WORK WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK. PATCHING SHALL BE OF THE SAME MATERIAL, WORKMANSHIP AND FINISH AS SPECIFIED AND ACCURATELY MATCH SURROUNDING WORK TO SATISFACTION OF THE ARCHITECT.
18. PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED.
19. PROVIDE UL LISTED FIRE STOP FOR ALL PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS AND CEILINGS TO MAINTAIN ALL FIRE RATINGS. THE FIRE STOP MATERIALS SHALL BE RE-ENTERABLE AND REUSABLE.
20. PROVIDE COORDINATED SHOP DRAWINGS. INDICATING DIMENSIONED LOCATIONS AND SIZES OF ALL CORE DRILLS FOR REVIEW AND APPROVAL. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED AND APPROVED WITH OWNERS REPRESENTATIVE, STRUCTURAL AND ARCHITECT PRIOR TO CORE DRILL. UTILIZE X-RAY EQUIPMENT TO LOCATE AND VERIFY EXISTING STRUCTURAL ELEMENTS WITHIN SLAB.
21. WHERE EXISTING CIRCUITS ARE SHOWN ON PLANS, THE INFORMATION WAS OBTAINED FROM RECORD DRAWINGS. WHERE NEW CIRCUITS ARE SHOWN IN EXISTING PANELBOARD(S), THE CONTRACTOR SHALL VERIFY THAT THE INDICATED CIRCUITS ARE AVAILABLE IN THE EXISTING PANELBOARD(S), THE CONTRACTOR SHALL RELOCATE SUCH CIRCUITS TO AN AVAILABLE SPACE IN THE EXISTING PANELBOARD(S), AND "AS BUILT" PLANS. IF NO CIRCUIT SPACE IS AVAILABLE IN THE EXISTING PANELBOARD(S), THE CONTRACTOR SHALL REPORT THE DISCREPANCY TO THE ARCHITECT.
22. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION.
FLOORFINISHED
CONTROL BOXTOP OF
MOUNTING HEIGHT
48" M
AX
OVER OBSTRUCTION
34" M
AX
24" MAX
44" M
AX F
RONT
APP
ROAC
H46
" MAX
SID
E AP
PROA
CH
TOP OFCONTROL BOX
AT W
ORKS
TATI
ONS
MOUNTING HEIGHT OVER OBSTRUCTION ASCALE
BOTTOM OFOUTLET BOX
15"MIN.
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AMERICAN WIRE GAUGE
AMPERE
AMP FRAME, AMP TRIP
AMP SWITCH, AMP FUSE
AUDIO VISUAL
AUTONOMOUS PUBLIC ADDRESS
CIRCUIT
CIRCUIT BREAKER
CONDUIT
CONDUIT ONLY
CONNECTED
DIAMETER
ENERGY MANAGEMENT CONTROL SYSTEM
ELECTRICAL METALLIC TUBING
ELECTRIC WATER COOLER
END-OF-LINE CIRCUIT TERMINATOR
EXHAUST FAN
EXISTING EQUIPMENT
FEET
FIRE ALARM
FULL LOAD AMPS
GROUND FAULT INTERRUPTER
GROUND
HEATING, VENTILATING AND AIR CONDITIONING
HEIGHT, WIDTH, DEPTH, LENGTH
HORSEPOWER
INTERMEDIATE DISTRIBUTION FRAME
INCHES
ISOLATED GROUND
JUNCTION BOX
KILOVOLT AMPERES
KILOWATT
LONG CONTINUOUS LOAD
LUGS ONLY
LIGHTING
MAIN CIRCUIT BREAKER
MAIN DISTRIBUTION FRAME
METAL HALIDE
MOTOR CONTROL CENTER
THOUSAND CIRCULAR MILS
MOTOR CIRCUIT PROTECTOR
MAIN LUGS ONLY
MOUNTED
NATIONAL ELECTRICAL CODE
NORMALLY CLOSED
NORMALLY OPENED
NOT IN CONTRACT
NUMBER
OVER 600 VOLTS
PHASE
FURNISH, INSTALL AND CONNECT
PUBLIC ADDRESS
PULL BOX
REMOVE EXISTING EQUIPMENT
RECEPTACLE
REFRIGERATOR
RIGID GALVANIZED STEEL
600 VOLTS AND LESS
INDICATES DEVICE ON SURFACE WALLMOUNTED OUTLET BOX.
TELEVISION
TYPICAL
UNLESS NOTED OTHERWISE
VOLTS
VOLT AMPERES
WEATHERPROOF
WIRE
DISTRICT FURNISHED CONTRACTOR INSTALLED
DISTRICT FURNISHED DISTRICT INSTALLED
BUILDING
AUDIO/VIDEO CABINET
SINGLE POLE
DOUBLE POLE
TRIPLE POLE
A.F.F.
A.F.G.
AWG
AMP, A
AF/AT
AS/AF
AV
APA
CIRC., CKT.
CB
C
C.O.
CONN
DIA
EMCS
EMT
EWC
E-O-L
EF
E
FT. OR '
FA
FLA
GFI
GRD
HVAC
H.,W.,D.,L.
HP
IDF
IN. OR "
IG
J-BOX
KVA
KW
LCL
L.O.
LTG, LTS
MCB
MDF
MH
MCC
MCM
MCP
MLO
MTD
NEC
NC
NO
NIC
NO. OR #
PRIMARY
PH. OR
PROVIDE
PA
PB
RE
REC, RECEPT
REF
RGS
SECONDARY
O
TV
TYP
U.N.O.
V
VA
WP
W
DFCI
DFDI
BLDG.
AVC
1P
2P
3P
ABBREVIATIONS
OS
a,b2,PS
1EF
B-5,7,9
CONDUIT, INSTALLED EXPOSED.
1/2" C - 3 #12, 1#12(GRD) 1" C - 7 #12, 1#12(GRD) 3/4" C - 4 #12, 1#12(GRD) 1" C - 8 #12, 1#12(GRD)
1/2" C - 2 #12, 1#12(GRD) 3/4" C - 6 #12, 1#12(GRD)
3/4" C - 5 #12, 1#12(GRD) 1 1/4" C - 9 #12, 1#12(GRD)
CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, 3/4" CONDUIT MINIMUM.
CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE.
HOMERUN TO PANEL "B" FOR CIRCUITS 5, 7, 9 WITH COMMON NEUTRAL.
+45''
E-2C
1002
J
PLAN NOTE CALLOUT. REFER TO CORRESPONDING NOTE ON DRAWING WHERE CALLOUT OCCURS.
UNDERGROUND CONDUIT STUBOUT, STUB 5'-0" FROM BUILDING OR WALKWAY, CAP, MARK AND RECORD.
1
(ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS)ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS.
VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIORELEVATIONS PRIOR TO ROUGH-IN.
MECHANICAL EQUIPMENT CALLOUT. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND
DETAIL CALLOUT, "C" INDICATES DETAIL, "E-2" INDICATES DRAWING WHERE DETAIL OCCURS.
OCCUPANCY MOTION SENSOR ON FLUSH CEILING MOUNTED OUTLET BOX.
SINGLE POLE TOGGLE SWITCH, ON FLUSH WALL MOUNTED OUTLET BOX, +45". INSTALL MULTIPLE SWITCHES UNDER COMMON COVER PLATE. SUBSCRIPT OR SUPERSCRIPT AT SWITCH SYMBOL INDICATES THE FOLLOWING: 2 - DOUBLE POLE 4 - FOUR WAY M - MANUAL MOTOR STARTERS 3 - THREE WAY P - PILOT LIGHT K - KEY OPERATED R - SPDT MOMENTARY CONTACT RELAY SWITCH V - VAPOR PROOF a,b,c,d, ETC. - MULTIPLE SWITCHES WITH IDENTIFICATION OF OUTLET CONTROLLED.
FIXTURE SCHEDULE DESIGNATION: "2" INDICATES FIXTURE TYPE, "100" INDICATES FIXTURE TOTAL WATTAGE.
LIGHTING FIXTURE RECESSED MOUNTED WITH OUTLET BOX AND REMOTE MOUNTED JUNCTION BOX CONCEALED ABOVE ACCESSIBLE CEILING. PROVIDE FLEXIBLE CONDUIT CONNECTION 6 FT. MAXIMUM LENGTH,1/2" DIAMETER MINIMUM, FROM JUNCTION BOX TO FIXTURE OUTLET. PROVIDE CONDUCTORS IN CONDUIT,
LIGHTING FIXTURE WITH LAMPS ON NORMAL AND EMERGENCY LIGHTING CIRCUITS, PROVIDE SEPARATE
OUTLET ON EMERGENCY LIGHTING CIRCUIT.
LIGHTING FIXTURE, SURFACE OR FLUSH MOUNTED AS INDICATED ON FIXTURE SCHEDULE, ON WALL MOUNTED OUTLET BOX, +90". STEM INDICATES WALL MOUNTED OUTLET BOX, TYPICAL.
LIGHTING FIXTURE, RECESS MOUNTED, WITH OUTLET BOX.
LIGHTING FIXTURE, SURFACE OR PENDANT MOUNTED, ON FLUSH CEILING MOUNTED OUTLET BOX.
LIGHTING FIXTURE, SURFACE OR PENDANT MOUNTED ON FLUSH MOUNTED OUTLET BOX.
LIGHTING FIXTURE, RECESS MOUNTED, WITH OUTLET BOX.
MOUNTING HEIGHT TO CENTER LINE OF DEVICE FROM FINISH FLOOR OR EXTERIOR GRADE
REQUIREMENTS OF MECHANICAL EQUIPMENT.
LAMP BALLASTS AS REQUIRED.
QUANTITY AS REQUIRED FOR INDICATED CIRCUITS AND SWITCHING CONTROLS, #12 (AWG) MINIMUM.
23. PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING LIGHTING AND PANEL. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH.
24. WHERE CIRCUIT CHANGES OR ADDITIONS OCCUR IN PANELBOARDS UPDATE PANEL DIRECTORY CARDS WITH NEW TYPEWRITTEN CARDS INDICATING DESCRIPTION OF ALL CIRCUITS.
25. PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL.
26. UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY.
27. UNLESS NOTED OTHERWISE ALL 277 VOLT HOMERUNS OVER 200 FEET SHALL BE #10 AWG MINIMUM, OVER 300 FEET SHALL BE #8 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY.
28. CONDUIT FOR VOICE/DATA CABLING SHALL COMPLY WITH THE FOLLOWING ADDITIONAL REQUIREMENTS:
a. INSIDE BEND RADIUS SHALL BE AT LEAST 10 TIMES ITS INTERNAL DIAMETER.
b. PROVIDE PULL BOXES WHENEVER CONDUIT LENGTH EXCEEDS 150 FEET AND WHEN COMBINED BENDS ARE GREATER THAN 180 DEGREES.
c. ALL CONDUIT SHALL BE PROVIDED WITH INSULATED BUSHINGS.
d. MAINTAIN A MINIMUM CLEARANCE OF 4 FEET FROM MOTORS AND TRANSFORMERS.
e. MAINTAIN A MINIMUM CLEARANCE OF 12 INCHES FROM POWER CIRCUITS.
29. COORDINATE MOUNTING HEIGHTS OF RECEPTACLES, SWITCHES, A/V DEVICES, SECURITY DEVICES, ETC. MOUNTED ON COMMON WALLS SO THAT ALL OUTLETS ARE MOUNTED TO ALIGN HORIZONTALLY.
30. NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED.
ANCHORAGE NOTES SYMBOL LIST
WALKWAY LIGHTING HEAD AND POLE ON CONCRETE BASE.
FIRE ALARM SUBMITTAL IS A COMPLETE PLANSUBMITTAL IN ACCORDANCE WITH PROJECTSUBMITTAL GUIDELINE, GL-2 (FLS) DATED 2/10/11
FIRE ALARM NOTES
MEP COMPONENT ANCHORAGE NOTE
ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSAAPPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE ANDDISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTER 13, 26AND 30.
1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICESSUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET ORMORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE REQUIRED TO BE RESTRAINED IN AMANNER APPROVED BY DSA.
THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOTDEMONSTRATE DESIGN COMPLIANCE WITH REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONSPROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUUST ALLOWMOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:
A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOROR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICHARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.
THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGNPROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA.THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVEREQUIREMENTS.
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTSPRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2019 CBC, SECTIONS 1617A.1.24,1617A.1.25 AND 1617A.1.26.
THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTEDBELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (e.g., OSHPD OPM FOR 2013 CBC ORLATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OFAND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THEADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):
MP MD PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.
MP MD PP E - OPTION 2: SHALL COMPLY WITH APPLICABLE OSHPD PRE-APPROVAL (OPM#) #________________.
DUPLEX CONVENIENCE RECEPTACLE, WITH INTERNAL GROUND FAULT INTERRUPTER, IN FLUSH WALL MOUNTED ENCLOSURE, +18".
(NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS)
1. FIXTURES WITH THE SAME TYPE # SHALL BE THE PRODUCTS OF THE SAME MANUFACTURER, (I.E., TYPE #1, 1A, 1B, ETC., SHALL BE THE SAME MANUFACTURER).
2. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WILL CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING/WALLSPACES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO SUBMITTING SHOP DRAWINGS AND PRIOR TO ORDERING FIXTURES.
3. WALL AND CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM BOTTOM, SIDES AND TOP OF RECESSED LIGHT FIXTURES.
4. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN.
5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND WALL ELEVATIONS FOR EXACT INSTALL LOCATION OF ALL FIXTURES.
6. VERIFY VOLTAGE BEING SUPPLIED TO FIXTURES PRIOR TO SUBMITTING SHOP DRAWINGS AND PRIOR TO ORDERING. FIXTURE VOLTAGE SHALL MATCH BRANCH CIRCUITS CONNECTING TO RESPECTIVE FIXTURE.
7. OCCUPANCY MOTION SENSOR SYSTEM SHALL BE PROVIDED IN EVERY ROOM/SPACE LOCATION WITHIN THE BUILDINGS AND AS DESCRIBED IN THE SPECIFICATIONS, WHETHER SYMBOLS ARE SHOWN OR NOT SHOWN ON THE PLANS.
8. PROVIDE TESTING CERTIFICATION AND COMMISSIONING OF LIGHTING FIXTURES, INSTALLATION, LIGHTING CONTROL SYSTEM AND LIGHTING SYSTEM OPERATION.
9. CONTRACTOR SHALL COORDINATE INSTALLATION OF RECESSED LIGHTING FIXTURES IN HARD LID OR STUCCO CEILING AREAS WITH FRAMING CONTRACTOR.
FIXTURE NOTES
SHEET INDEXSheet Number Sheet Title
E000 SYMBOL LIST, FIXTURE SCHEDULE, NOTES AND DETAILS
E100
E101
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
No.
NO
T FO
R C
ON
STR
UC
TIO
N
westbergwhitearchitecture
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax)
FBAEngineeringConsulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.103
FBA
Engi
neer
ing
/ P
lot D
ate:
1/2
6/20
21 1
1:01
AM
/ P
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d by
: Don
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Loca
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I:\2
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03\E
000-
Sym
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and
Det
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.dw
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ENLARGED LIGHTING AND FIRE ALARM PLANS
ENLARGED POWER AND SIGNAL PLANS
ENTRANCE LIGHTING DIMMING CONTROL STATION ON FLUSH WALL MOUNTED OUTLET BOX, +45"E
SINGLE RECEPTACLE, NEMA CONFIGURATION PER EQUIPMENT MANUFACTURER REQUIREMENTS, ON FLUSH
DUPLEX CONVENIENCE RECEPTACLE HORIZONTAL ON FLUSH WALL MOUNTED OUTLET BOX, +6" ABOVE
DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18". STEM INDICATES WALL MOUNTED OUTLET BOX, TYPICAL.
WALL MOUNTED OUTLET BOX, +18".
COUNTER SPLASH.
CEILING MOUNTED SPEAKER.S
E000
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fulle
rton
Col
lege
FBA
FBA
11/24/2020
20029
BLD
G 1
000
IMPR
OVEM
ENTS
321
E Cha
pman
Ave
Fulle
rton
Ca.
928
32
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
PARTIAL SINGLE LINEDIAGRAM, PANELSCHEDULES AND DETAILS
PARTIAL SINGLE LINE DIAGRAM 1SCALE
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
No.
NO
T FO
R C
ON
STR
UC
TIO
N
westbergwhitearchitecture
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax)
FBAEngineeringConsulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.103
FBA
Engi
neer
ing
/ P
lot D
ate:
1/2
0/20
21 3
:19
PM /
Plo
tted
by: D
on F
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Dra
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\223
\103
\E00
1-Si
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E001
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fulle
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Col
lege
FBA
FBA
11/24/2020
20029
BLD
G 1
000
IMPR
OVEM
ENTS
321
E Cha
pman
Ave
Fulle
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Ca.
928
32
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
N.T.S.
FULLERTON COLLEGE BLDG 1000 IMPROVMENTS PROJECT NO. 223.103
VOLTS 120/208 PANELBOARD F1 MAIN 50APHASE 3PH, 4W BUS 100A MTG FLUSH LOCATION OPEN OFFICE 102
<-- LOAD (VA) --> LOAD OUTLET <-- LOAD (VA) --> LOAD OUTLET CKT A B C TYPE BKR QUAN DESCRIPTION CKT A B C TYPE BKR QUAN DESCRIPTION
1 360 ----- ----- R 20/1 2 OFFICE 101 CONV.RECEPTS A 2 360 ----- ----- R 20/1 2 FURNITURE FEED3 ----- 1000 ----- R 20/1 1 COPIER B 4 ----- 360 ----- R 20/1 2 FURNITURE FEED5 ----- ----- 20/1 SPARE C 6 ----- ----- 360 R 20/1 2 FURNITURE FEED7 ----- ----- 20/1 SPARE A 8 360 ----- ----- R 20/1 2 FURNITURE FEED9 ----- ----- 20/1 SPARE B 10 ----- 360 ----- R 20/1 2 FURNITURE FEED11 ----- ----- 20/1 SPARE C 12 ----- ----- 360 R 20/1 2 FURNITURE FEED13 ----- ----- PROVISION A 14 360 ----- ----- R 20/1 2 FURNITURE FEED15 ----- ----- PROVISION B 16 ----- 360 ----- R 20/1 2 FURNITURE FEED17 ----- ----- PROVISION C 18 ----- ----- 360 R 20/1 2 OPEN OFFICE 102 CONV RECEPTS19 ----- ----- PROVISION A 20 ----- ----- 20/1 SPARE21 ----- ----- PROVISION B 22 ----- ----- 20/1 SPARE23 ----- ----- PROVISION C 24 ----- ----- 20/1 SPARE25 ----- ----- PROVISION A 26 ----- ----- PROVISION27 ----- ----- PROVISION B 28 ----- ----- PROVISION29 ----- ----- PROVISION C 30 ----- ----- PROVISION31 ----- ----- PROVISION A 32 ----- ----- PROVISION33 ----- ----- PROVISION B 34 ----- ----- PROVISION35 ----- ----- PROVISION C 36 ----- ----- PROVISION37 ----- ----- PROVISION A 38 ----- ----- PROVISION39 ----- ----- PROVISION B 40 ----- ----- PROVISION41 ----- ----- PROVISION C 42 ----- ----- PROVISION
CONNECTED: L.C.L. @ 125% = LOAD TYPE: VA AMPS RECEPT. ( > 10 kVA @ 50%) = 4600
PHASE A = 1440 12 KITCHEN @ 65% = G - GENERAL (100%) M - MOTOR (100%) PHASE B = 2080 17 OTHER LOAD @ 100% = L - L.C.L. (125%) M1 - MOTOR (125%) PHASE C = 1080 9 TOTAL VA = 4600 R - RECEPTACLE ( 50%) X - X-RAY (100%)
(10 kVA @ 100%) X1 - X-RAY ( 50%) TOTAL = 4600 13 TOTAL AMPS = 13 K - KITCHEN ( 65%)
(E)PANEL
"F"
PANEL
"F1"
1 1/
4"C
-4#6
, 1#6
GR
D
PANELBOARD ANCHORAGE DETAIL - FLUSH SCALE
N.T.S.
#12-14 X LENGTH REQ'DTYPICAL AT 6 PLACES 1-1/2"
MIN. PENETRATES STUD
5/8" TYPE "X" GYPSUMBOARD
5/8" TYPE "X" GYPSUMBOARD
WHERE RATED WALLS OCCUR,PROVIDE DRYWALL ON ALL 5SIDES OF RECESSED BOX. ONTHE BACKSIDE, PROVIDE AN
ADDITIONAL DRYWALL LAYERAND AIR GAP
STUDS PER ARCH AT 16" O.C.(X 4" MIN.)
STUD HEADER/SILL TOP ANDBOTTOM 5/8" TYPE "X" GYPSUM
BOARD
PANELBOARDAPPROX. WEIGHT:100 LBS(48"H X 20"W X 5.79"D)
SILL TO BE 12"BELOW PANEL
21" MAX.
2
FULLERTON COLLEGE BLDG 1000 IMPROVMENTS PROJECT NO. 223.103
VOLTS 120/208 PANELBOARD EXISTING "F" MAIN M.L.O.PHASE 3PH, 4W BUS 225A MTG FLUSH LOCATION CORRIDOR
<-- LOAD (VA) --> LOAD OUTLET <-- LOAD (VA) --> LOAD OUTLET CKT A B C TYPE BKR QUAN DESCRIPTION CKT A B C TYPE BKR QUAN DESCRIPTION
1 ----- ----- 20/1 EXISTING LOAD A 2 ----- ----- 20/1 EXISTING LOAD3 ----- ----- 20/1 EXISTING LOAD B 4 ----- ----- 20/1 EXISTING LOAD5 ----- ----- 20/1 EXISTING LOAD C 6 ----- ----- 20/1 EXISTING LOAD7 ----- ----- 20/1 EXISTING LOAD A 8 ----- ----- 20/1 EXISTING LOAD9 ----- ----- 20/1 EXISTING LOAD B 10 ----- ----- 20/1 EXISTING LOAD11 ----- ----- 20/1 EXISTING LOAD C 12 ----- ----- 20/1 EXISTING LOAD13 ----- ----- 20/1 EXISTING LOAD A 14 ----- ----- 20/1 EXISTING LOAD15 ----- ----- 20/1 EXISTING LOAD B 16 ----- ----- 20/1 EXISTING LOAD17 ----- ----- 20/1 EXISTING LOAD C 18 ----- ----- 20/1 EXISTING LOAD19 ----- ----- 20/1 EXISTING LOAD A 20 ----- ----- 20/1 EXISTING LOAD21 ----- ----- 20/1 EXISTING LOAD B 22 ----- ----- 20/2 EXISTING LOAD23 ----- ----- 20/1 EXISTING LOAD C 24 ----- ----- -- --25 ----- ----- 20/1 EXISTING LOAD A 26 ----- ----- 20/1 EXISTING LOAD27 ----- ----- 20/1 EXISTING LOAD B 28 ----- ----- 20/1 EXISTING LOAD29 ----- ----- 20/1 EXISTING LOAD C 30 ----- ----- 20/1 EXISTING LOAD31 ----- ----- 20/1 EXISTING LOAD A 32 ----- ----- 20/2 EXISTING LOAD33 ----- ----- 20/1 EXISTING LOAD B 34 ----- ----- -- --35 ----- ----- 20/1 EXISTING LOAD C 36 ----- ----- 20/1 EXISTING LOAD37 ----- ----- 20/1 EXISTING LOAD A 38 1440 ----- ----- *50/3 NEW SUBFEED PANEL F139 ----- ----- 20/1 EXISTING LOAD B 40 ----- 2080 ----- -- --41 ----- ----- 20/1 EXISTING LOAD C 42 ----- ----- 1080 -- --
CONNECTED: L.C.L. @ 125% = LOAD TYPE: VA AMPS RECEPT. ( > 10 kVA @ 50%) =
PHASE A = 1440 12 KITCHEN @ 65% = G - GENERAL (100%) M - MOTOR (100%) PHASE B = 2080 17 OTHER LOAD @ 100% = 4600 L - L.C.L. (125%) M1 - MOTOR (125%) PHASE C = 1080 9 TOTAL VA = 4600 R - RECEPTACLE ( 50%) X - X-RAY (100%)
(10 kVA @ 100%) X1 - X-RAY ( 50%) TOTAL = 4600 13 TOTAL AMPS = 13 K - KITCHEN ( 65%)
* - PROVIDE NEW CIRCUIT BREAKER SIZE AS INDICATED, MATCH EXISTING TYPE AND AIC RATING. MOVE EXISTING BRANCH CIRCUITS THAT ARE TO REMAIN TO CIRCUIT BREAKERS THAT WERE CLEARED DURING DEMOLITION PHASE. UPDATE PANEL DIRECTORY.
OFFICE127D
(N.I.C.)
671 SF
OPEN OFFICE102
200 SF
PRIVATE OFFICE101
LIMIT OF WORK
LIMI
T OF
WOR
K
15cd
30cd
5
Z
V,Z V,Z
J
S,V,Z
S,V,Z
TO EXISTING FIRE ALARM CONTROL PANEL IN ROOM 1018-M
LIMIT OF WORK
LIMI
T OF
WOR
K
E
E
E
OS
OSOS
OSOS
A134 (TYPICAL)
A1EM34 (TYPICAL)
X13 (TYPICAL)4
J
JJ J
JJ
J
J
J
1 (TYPICAL)
2 (TYPICAL)
3
a
aaa
a a
a a a
b
bb
b
3
b a
a
LIMIT OF WORK
LIMI
T OF
WOR
K
OS
OS
OS
(RE)(RE)(RE)
(RE)(RE)(RE)
(RE)
(RE)(RE)(RE)
(RE) (RE)
(RE)
(RE)
(RE)
(RE)
(RE) (RE) (RE) (RE)
(RE)
(RE)
(RE)
(RE)
1 1
1 1
1
1 1 1
111
1
1 1 1 1
6
2
2
2
3
3
3
2
EXISTING SECT'Y127A
EXISTING STOR.127B
EXISTING OFFICE127C
OFFICE127D
(N.I.C.)EXISTING WORK RM.
127
LIMIT OF WORK
LIMI
T OF
WOR
K
(RE)
(RE)
(RE)
4
55
ENLARGED LIGHTING ANDFIRE ALARM PLANS
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
No.
NO
T FO
R C
ON
STR
UC
TIO
N
westbergwhitearchitecture
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax)
FBAEngineeringConsulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.103
FBA
Engi
neer
ing
/ P
lot D
ate:
1/2
0/20
21 3
:20
PM /
Plo
tted
by: D
on F
leis
chm
an /
Dra
win
g Lo
catio
n: I:
\223
\103
\E10
0-En
larg
ed L
ight
ing
and
Fire
Ala
rm P
lans
.dw
g
E100
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fulle
rton
Col
lege
FBA
FBA
11/24/2020
20029
BLD
G 1
000
IMPR
OVEM
ENTS
321
E Cha
pman
Ave
Fulle
rton
Ca.
928
32
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1/4" = 1'-0" 1DEMOLITION LIGHTING PLAN 1/4" = 1'-0" 3RENOVATION LIGHTING PLAN
1/4" = 1'-0" 2DEMOLITION FIRE ALARM PLAN 1/4" = 1'-0" 4RENOVATION FIRE ALARM PLAN
1
DEMOLITION PERFORMANCE NOTES2
RENOVATION NOTES:
LIGHTING DIMMING CONTROLS.
CEILING MOUNTED OCCUPANCY SENSOR.
INTERCEPT AND EXTEND EXISTING LIGHTING BRANCH CIRCUIT INEXISTING J BOX IN ACCESSIBLE CEILING SPACE.
PROVIDE NON SWITCHED CIRCUIT TO EXIT SIGN.
INTERCEPT AND EXTEND EXISTING FIRE ALARM NAC AND SLC LOOP. USEEXISTING CIRCUITS THAT WERE REMOVED DURING DEMOLITION.
DEMOLITION NOTES:
DISCONNECT AND REMOVE EXISTING LIGHTING FIXTURE ANDASSOCIATED CONDUIT AND WIRING BACK TO J BOX IN ACCESSIBLECEILING SPACE. PRESERVE ALL THROUGH WIRING. CAP OFF WIRING IN JBOX FOR RECONNECTION TO THE LIGHTING IN THE RENOVATION PHASEOF THE PROJECT.
DISCONNECT AND REMOVE EXISTING LIGHTING CONTROL SWITCHES ANDASSOCIATED WIRING BACK TO J BOX IN ACCESSIBLE CEILING SPACE.PROTECT CONCEALED CONDUIT AND BOX IN PLACE.
DISCONNECT AND REMOVE EXISTING LIGHTING CONTROL OCCUPANCYSENSOR AND ASSOCIATED CONDUIT AND WIRING BACK TO J BOX INACCESSIBLE CEILING SPACE.
DISCONNECT AND REMOVE EXISTING FIRE ALARM SPEAKER STROBE ANDASSOCIATED CONDUIT AND WIRING BACK TO J BOX IN ACCESSIBLECEILING SPACE. PRESERVE ALL THROUGH WIRING.
DISCONNECT AND REMOVE EXISTING FIRE ALARM STROBE ANDASSOCIATED CONDUIT AND WIRING BACK TO J BOX IN ACCESSIBLECEILING SPACE. PRESERVE ALL THROUGH WIRING.
DISCONNECT AND REMOVE EXISTING LIGHTING CONTROL SWITCH ANDASSOCIATED CONDUIT AND WIRING BACK TO J BOX IN ACCESSIBLECEILING SPACE.
1
2
3
4
5
1
2
3
4
5
6
1. ALL EXISTING ELECTRICAL WITHIN THE DEMOLITION AREAS OF THE BUILDING SHALLREMAIN UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE ELECTRICAL DRAWINGS.REFER TO ARCHITECTURAL WALL DEMOLITION DRAWINGS INCLUDED IN THIS SET FORDEMOLITION AREAS, AND EXISTING WALLS. THE SCOPE OF THE DEMOLITION WORK SHALLINCLUDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT REQUIRED FOR THEREMOVAL OF ALL EXISTING ELECTRICAL NOT INDICATED AS BEING REUSED. THIS WORKINCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:
a. ALL EXISTING WIRE SHALL BE REMOVED FROM CONDUIT.
b. ALL EXISTING CONDUIT, THAT INTERFERES WITH ANY NEW CONSTRUCTION SHALL BECUT BACK AS REQUIRED TO CLEAR NEW CONSTRUCTION.
c. REMOVE ALL EXISTING EXPOSED CONDUIT, SURFACE RACEWAYS AND CONDUITCONCEALED IN EXISTING CONSTRUCTION THAT IS TO BE REMOVED. RECONNECTOUTLETS AND LIGHTING FIXTURES WHICH ARE NOW FED THROUGH THE OUTLETS TO BEREMOVED.
d. REMOVE ALL EXPOSED CONDUIT, WIRE, OUTLETS, DISCONNECT SWITCHES ANDELECTRICAL MOUNTING HARDWARE FOR MECHANICAL EQUIPMENT BEING REMOVED.PROVIDE WEATHERPROOF CAPS ON ALL CONDUIT PENETRATING ROOF AND ABANDONCONDUIT. REPAIR ROOFING DAMAGED BY REMOVAL OF EXISTING ELECTRICAL.
e. EXCEPT WHERE EXPOSED CONDUITS ARE SHOWN ON PLANS, INSTALL ALL NEWCONDUITS CONCEALED IN WALLS, FURRED CEILING, OR UNDER FLOOR SPACE.
f. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THE OWNER ARESALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCHSALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, AND NEATLY PILEOR STORE THEM AND PROTECT FROM DAMAGE.
g. DO NOT REUSE SALVAGED MATERIALS AND EQUIPMENT, UNLESS SPECIFICALLYINDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALLMATERIALS CONSIDERED BY THE OWNER TO BE SCRAP.
h. DO NOT REUSE SALVAGED MATERIALS AND EQUIPMENT, UNLESS SPECIFICALLY INDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY ARCHITECT TO BE SCRAP.
2. CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO KEEP EXISTING ELECTRICAL,SIGNAL AND FIRE ALARM SYSTEMS IN ALL AREAS ADJACENT TO DEMOLITIONRECONSTRUCTION AREAS IN SERVICE CONTINUOUSLY UNTIL WORK IN THAT AREA ISCOMPLETE. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, INSTALLATION OFTEMPORARY ELECTRICAL PANELS OR TEMPORARY RELOCATIONS OF EXISTINGELECTRICAL PANELS, TEMPORARY EXTENSION AND RECONNECTION FEEDERS ANDBRANCH CIRCUITS, TEMPORARY RELOCATION OF SIGNAL AND FIRE ALARM TERMINALCABINETS AND EQUIPMENT AND EXTENSION AND RECONNECTION OF SIGNAL CABLES, ETC.AS REQUIRED TO MAINTAIN ALL ELECTRICAL, SIGNAL AND FIRE ALARM FUNCTIONS. PRIORTO DISCONNECTING ANY ELECTRICAL, SIGNAL AND FIRE ALARM EQUIPMENT OR DEVICESLOCATED IN AREAS REQUIRED TO BE IN SERVICE, ALL EQUIPMENT, CONDUIT, WIRE,CABLING ETC. (TEMPORARY OR OTHERWISE) SHALL BE IN PLACE AND READY AS MUCH ASPRACTICABLE FOR IMMEDIATE RECONNECTION SO AS TO MINIMIZE DOWNTIME.CONTRACTOR SHALL SUBMIT A LETTER TO OWNER TWO (2) WEEKS PRIOR TO ANYPLANNED DISCONNECTION OF ELECTRICAL, SIGNAL AND FIRE ALARM FUNCTIONSINDICATING DESIRED DOWNTIME SCHEDULE AND SHALL NOT PROCEED WITH THIS WORKUNTIL SCHEDULE IS APPROVED.
3. ELECTRICAL DEMOLITION DRAWINGS DO NOT SHOW ALL ELECTRICAL WORK THAT IS TO BEREMOVED. REFER TO ALL DEMOLITION DRAWINGS OF OTHER TRADES/DISCIPLINES FORWORK THAT AFFECTS ELECTRICAL DEMOLITION WORK.
4. DISPOSAL OF HAZARDOUS MATERIALS SUCH AS LAMPS SHALL BE DISPOSED OF INACCORDANCE WITH ALL STATE AND FEDERAL REQUIREMENTS.
PLAN NOTES
LIGHTING PERFORMANCE NOTES1. 0-10V DIMMING AND CONTROL WIRING NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE A
COMPLETE NETWORKED LIGHTING CONTROL SYSTEM AS MANUFACTURED BY WATT STOPPER INACCORDANCE WITH THE DISTRICT STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE ALL0-10V DIMMING AND CONTROL WIRING IN MINIMUM 3/4" C. FOR A COMPLETE AND OPERABLE SYSTEM.
2. LOCATIONS OF LIGHTING OCCUPANCY SENSORS AND WALL CONTROLS ARE SHOWN DIAGRAMMATICALLY.LIGHTING ROOM CONTROLLERS SHALL BE MOUNTED ABOVE THE SWITCHES IN THE ACCESSIBLE CEILINGSPACE ABOVE THE T-BAR CEILING. ALL LIGHTING OCCUPANCY SENSORS AND WALL CONTROLS SHALL BEPLACED IN LOCATIONS IN ACCORDANCE WITH THE LIGHTING CONTROL SYSTEMS MANUFACTURER'SREQUIREMENTS.
3. ALL BRANCH CIRCUIT WIRING SHALL BE IN A MINIMUM 3/4" CONDUIT, UNLESS IT IS A SINGLE WHIP TOTERMINATE AT LIGHT FIXTURE. THEN CONDUIT SIZE CAN BE REDUCED TO 1/2" IN SIZE.
4. PROVIDE GROUND WIRE IN ALL LIGHTING BRANCH CIRCUIT CONDUITS.
SIZE
3/4"C.
CONDUCTORS
2#16TP (SLC LOOP), 2#12THHN (STROBE)
FIRE ALARM RACEWAY SCHEDULE
3/4"C.2#16TP (SLC LOOP)
3/4"C.& 2#16TSP (SPEAKER)
Z
S,V,Z
WIRETAGIN CONDUIT
2#16TP (SLC LOOP) & 2#12THHN (STROBE)V,Z
OFFICE127D
(N.I.C.)
671 SF
OPEN OFFICE102
200 SF
PRIVATE OFFICE101
LIMIT OF WORK
LIMI
T OF
WOR
K
WAP
2D 4D 4D
4D4D
4D
4D
2
S
S (ER)
(ER)
2D1
1
3(TYPICAL)
EXISTING SECT'Y127A
EXISTING STOR.127B
EXISTING OFFICE127C
OFFICE127D
(N.I.C.)EXISTING WORK RM.
127
LIMIT OF WORK
LIMI
T OF
WOR
K
+48"
+48"
+48"
+48"
(RE)
(RE) (RE)
(RE)
(RE)
(E)
SS (ER) (ER)
1
+48"
(RE)
1
2
3
3
EXISTING SECT'Y127A
EXISTING STOR.127B
EXISTING OFFICE127C
OFFICE127D
(N.I.C.)EXISTING WORK RM.
127
LIMIT OF WORK
LIMI
T OF
WOR
K
+72" +48"
J
+96"
J
(E)(E)
(E)
(RE)
(E)
(E)
(RE)
(RE)
(RE)
(RE)
(RE) (RE) (RE)
(RE)
(RE)
(RE)
(RE)
(RE)+48"
(RE)+48"
(RE)+48"
(RE)+48"
(RE)
+96"
(RE)
(RE)
4
5
4 4 4
4
4 4
4
4
4
4
4
44444 4
OFFICE127D
(N.I.C.)
671 SF
OPEN OFFICE102
200 SF
PRIVATE OFFICE101
LIMIT OF WORK
LIMI
T OF
WOR
K
J
J
JJ
(E)
(E)4(TYPICAL)
3
F-1,3 51
1
F-2,4,6,8 6
F1E001
FE001 (E)
F-10,12,14,16 6
18
18
F-18 7
ENLARGED POWER ANDSIGNAL PLANS
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
No.
NO
T FO
R C
ON
STR
UC
TIO
N
westbergwhitearchitecture
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax)
FBAEngineeringConsulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.103
FBA
Engi
neer
ing
/ P
lot D
ate:
1/2
0/20
21 3
:20
PM /
Plo
tted
by: D
on F
leis
chm
an /
Dra
win
g Lo
catio
n: I:
\223
\103
\E10
1-En
larg
ed P
ower
and
Sig
nal P
lans
.dw
g
E101
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fulle
rton
Col
lege
FBA
FBA
11/24/2020
20029
BLD
G 1
000
IMPR
OVEM
ENTS
321
E Cha
pman
Ave
Fulle
rton
Ca.
928
32
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
1/4" = 1'-0" 1DEMOLITION POWER PLAN 1/4" = 1'-0" 3RENOVATION POWER PLAN
1/4" = 1'-0" 2DEMOLITION SIGNAL PLAN 1/4" = 1'-0" 4RENOVATION SIGNAL PLAN
1
2
DEMOLITION PERFORMANCE NOTES
2
RENOVATION NOTES:
INSTALL EXISTING SPEAKER, THAT WAS REMOVED IN DEMOLITION PHASE,AND CONNECT TO EXISTING CABLING IN ACCESSIBLE CEILING SPACE.
ALL DATA CABLING TO BE ROUTED IN ACCESSIBLE CEILING TO IDF ROOM1026 AND TERMINATED IN EXISTING IDF.
PROVIDE AND INSTALL DATA FURNITURE FEED IN ACCORDANCE WITH THEMANUFACTURER'S REQUIREMENTS. PROVIDE RACEWAY, CABLING, BOXES,DEVICES ETC. REFER TO FURNITURE DRAWINGS FOR LOCATION ANDADDITIONAL REQUIREMENTS.
PROVIDE AND INSTALL POWER FURNITURE FEED IN ACCORDANCE WITH THEMANUFACTURER'S REQUIREMENTS. PROVIDE RACEWAY, CONDUCTORS,BOXES, DEVICES ETC. REFER TO FURNITURE DRAWINGS FOR LOCATION ANDADDITIONAL REQUIREMENTS.
PROVIDE AND INSTALL 4#12, 1#12GRD - 3/4"C.
PROVIDE AND INSTALL 4#10 (HOT), 4#10 (NEUTRAL), 1#10GRD. - 3/4"C.
PROVIDE 2#12, 1#12GRD - 3/4"C.
DEMOLITION NOTES:
DISCONNECT AND REMOVE EXISTING PA SPEAKER, STORE THE SPEAKER TOAVOID DAMAGE, COIL CABLING ABOVE CEILING AND PROTECT FORRECONNECTION IN THE RENOVATIONS PHASE.
DISCONNECT AND REMOVE EXISTING DATA/TELECOM POLE WITH DATADEVICES, BOXES AND CABLING BACK TO IDF.
DISCONNECT AND REMOVE EXISTING WALL MOUNTED DATA DEVICES,CONDUIT, BOXES AND CABLING BACK TO THE IDF.
DISCONNECT AND REMOVE EXISTING WALL MOUNTED POWER OUTLETDEVICES, CONDUIT, BOXES AND WIRING. PRESERVE THROUGH WIRING.
DISCONNECT EXISTING PEDESTAL MOUNT RECEPTACLE AND J BOX.DISCONNECT WIRING BACK TO PANEL AND MARK BREAKER AS SPARE.PROVIDE FLUSH MOUNT COVER PLATE.
1
2
3
4
5
6
7
1
2
3
4
5
1. ALL EXISTING ELECTRICAL WITHIN THE DEMOLITION AREAS OF THE BUILDING SHALLREMAIN UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE ELECTRICAL DRAWINGS.REFER TO ARCHITECTURAL WALL DEMOLITION DRAWINGS INCLUDED IN THIS SET FORDEMOLITION AREAS, AND EXISTING WALLS. THE SCOPE OF THE DEMOLITION WORK SHALLINCLUDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT REQUIRED FOR THEREMOVAL OF ALL EXISTING ELECTRICAL NOT INDICATED AS BEING REUSED. THIS WORKINCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:
a. ALL EXISTING WIRE SHALL BE REMOVED FROM CONDUIT.
b. ALL EXISTING CONDUIT, THAT INTERFERES WITH ANY NEW CONSTRUCTION SHALL BECUT BACK AS REQUIRED TO CLEAR NEW CONSTRUCTION.
c. REMOVE ALL EXISTING EXPOSED CONDUIT, SURFACE RACEWAYS AND CONDUITCONCEALED IN EXISTING CONSTRUCTION THAT IS TO BE REMOVED. RECONNECTOUTLETS AND LIGHTING FIXTURES WHICH ARE NOW FED THROUGH THE OUTLETS TO BEREMOVED.
d. REMOVE ALL EXPOSED CONDUIT, WIRE, OUTLETS, DISCONNECT SWITCHES ANDELECTRICAL MOUNTING HARDWARE FOR MECHANICAL EQUIPMENT BEING REMOVED.PROVIDE WEATHERPROOF CAPS ON ALL CONDUIT PENETRATING ROOF AND ABANDONCONDUIT. REPAIR ROOFING DAMAGED BY REMOVAL OF EXISTING ELECTRICAL.
e. EXCEPT WHERE EXPOSED CONDUITS ARE SHOWN ON PLANS, INSTALL ALL NEWCONDUITS CONCEALED IN WALLS, FURRED CEILING, OR UNDER FLOOR SPACE.
f. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THE OWNER ARESALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCHSALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, AND NEATLY PILEOR STORE THEM AND PROTECT FROM DAMAGE.
g. DO NOT REUSE SALVAGED MATERIALS AND EQUIPMENT, UNLESS SPECIFICALLYINDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALLMATERIALS CONSIDERED BY THE OWNER TO BE SCRAP.
h. DO NOT REUSE SALVAGED MATERIALS AND EQUIPMENT, UNLESS SPECIFICALLY INDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY ARCHITECT TO BE SCRAP.
2. CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO KEEP EXISTING ELECTRICAL,SIGNAL AND FIRE ALARM SYSTEMS IN ALL AREAS ADJACENT TO DEMOLITIONRECONSTRUCTION AREAS IN SERVICE CONTINUOUSLY UNTIL WORK IN THAT AREA ISCOMPLETE. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, INSTALLATION OFTEMPORARY ELECTRICAL PANELS OR TEMPORARY RELOCATIONS OF EXISTINGELECTRICAL PANELS, TEMPORARY EXTENSION AND RECONNECTION FEEDERS ANDBRANCH CIRCUITS, TEMPORARY RELOCATION OF SIGNAL AND FIRE ALARM TERMINALCABINETS AND EQUIPMENT AND EXTENSION AND RECONNECTION OF SIGNAL CABLES, ETC.AS REQUIRED TO MAINTAIN ALL ELECTRICAL, SIGNAL AND FIRE ALARM FUNCTIONS. PRIORTO DISCONNECTING ANY ELECTRICAL, SIGNAL AND FIRE ALARM EQUIPMENT OR DEVICESLOCATED IN AREAS REQUIRED TO BE IN SERVICE, ALL EQUIPMENT, CONDUIT, WIRE,CABLING ETC. (TEMPORARY OR OTHERWISE) SHALL BE IN PLACE AND READY AS MUCH ASPRACTICABLE FOR IMMEDIATE RECONNECTION SO AS TO MINIMIZE DOWNTIME.CONTRACTOR SHALL SUBMIT A LETTER TO OWNER TWO (2) WEEKS PRIOR TO ANYPLANNED DISCONNECTION OF ELECTRICAL, SIGNAL AND FIRE ALARM FUNCTIONSINDICATING DESIRED DOWNTIME SCHEDULE AND SHALL NOT PROCEED WITH THIS WORKUNTIL SCHEDULE IS APPROVED.
3. ELECTRICAL DEMOLITION DRAWINGS DO NOT SHOW ALL ELECTRICAL WORK THAT IS TO BEREMOVED. REFER TO ALL DEMOLITION DRAWINGS OF OTHER TRADES/DISCIPLINES FORWORK THAT AFFECTS ELECTRICAL DEMOLITION WORK.
4. DISPOSAL OF HAZARDOUS MATERIALS SUCH AS LAMPS SHALL BE DISPOSED OF INACCORDANCE WITH ALL STATE AND FEDERAL REQUIREMENTS.
PLAN NOTES
SIGNAL PERFORMANCE NOTES1. THE DISTRICT WILL BE HANDLING THE WAPs & TELEPHONES INCLUDING REMOVAL, PACKING, STORAGE,
REINSTALLATION & PROGRAMMING TO THESE DEVICES.
2. VERIFY EXACT LOCATION OF EQUIPMENT/TELECOMMUNICATION OUTLETS WITH ARCHITECT/SCHOOL DISTRICTREPRESENTATIVE PRIOR TO ROUGH-IN.
3. EXISTING WALL MOUNTED CLOCK/SPEAKER TO REMAIN, PROTECT IN PLACE.
4. EXISTING TELEPHONE BOXES, CONDUIT PATHWAY AND CABLING SHALL BE PROTECTED IN PLACE FORTELEPHONE TO BE REINSTALLED BY THE DISTRICT IN SAME LOCATION AFTER CONSTRUCTION IS COMPLETEAS REQUIRED.
5. EXISTING DATA OUTLETS TO REMAIN, PROTECT IN PLACE.
POWER PERFORMANCE NOTES1. ROUTE CONDUIT CONCEALED IN WALLS AND ABOVE ACCESSIBLE CEILING. WHERE WALLS AND CEILINGS ARE
NOT ACCESSIBLE, PROVIDE SURFACE RACEWAY, WIREMOLD 2000 SERIES OR EQUIVALENT.
2. PROVIDE GREEN GROUND WIRE IN ALL LIGHTING AND POWER CONDUITS.
3. INSTALL ALL NEW ELECTRICAL PANELS AND TRANSFORMERS IN LOCATIONS TO PROVIDE ALL CODE REQUIREDCLEARANCES.
TITLE 24 FORMS
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
No.
NO
T FO
R C
ON
STR
UC
TIO
N
westbergwhitearchitecture
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax)
FBAEngineeringConsulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.103
FBA
Engi
neer
ing
/ P
lot D
ate:
1/2
0/20
21 3
:20
PM /
Plo
tted
by: D
on F
leis
chm
an /
Dra
win
g Lo
catio
n: I:
\223
\103
\E20
0-TI
TLE
24 F
OR
MS.
dwg
E200
NORTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT
Fulle
rton
Col
lege
FBA
FBA
11/24/2020
20029
BLD
G 1
000
IMPR
OVEM
ENTS
321
E Cha
pman
Ave
Fulle
rton
Ca.
928
32
1830 W. ROMNEYADRIVE, ANAHEIM,
CA 92801
