div. of the state architect identification stamp new

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:

08/03/2021 1st DSA Back Check

C:\Users\qkwolek.WWA\Documents\c19041_Building_DSA Backcheck_qkwolek8NKH9.rvt8/3/2021 5:40:53 PM

G000

COVER SHEET

EL SEGUNDO UNIFIEDSCHOOL DISTRICT

EL S

EG

UN

DO

MID

DLE S

CH

OO

L

JG, MH

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245

641 Sheldon Street ElSegundo, CA 90245

EL SEGUNDO UNIFIED SCHOOL DISTRICTDSA Backcheck Submittal - July 29th, 2021

332 Center St, El Segundo, CA 90245

NEW GYMNASIUM BUILDING & SITE IMPROVEMENTS

EL SEGUNDO MIDDLE SCHOOL

Aug 3rd, 2021

DSAD E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP: INC:REVIEWED FOR

SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021

NORTH

E GRAND AVE

E FRANKLIN AVE

MAR

YLA

ND

ST

LOM

ITA S

T

SIE

RR

A S

T

E PINE AVE

CEN

TER

ST

KAN

SAS S

T

EL SEGUNDO, CA

0

1X

A

1

A101

1

A101

1

A101

L

12"

48"

36"

100

1

A101

GRID HEAD / LINES

DOOR TAG / NUMBER

WALL TYPE TAG

WINDOW TYPE

KEYNOTE TAG

REVISION TAG

A401

1

1

3

24 A601

CASEWORK TAG

ROOM TAG

UNIT DEPTH

PROVIDE LOCK

UNIT HEIGHT*

INDICATES MODIFICATION

WI DESIGNATION

UNIT LENGTH

*HEIGHT INCLUDES COUNTERTOP

EXTERIOR ELEVATION

INTERIOR ELEVATION

DETAIL REFERENCE

BUILDING SECTION

REFERENCE

WALL SECTION

REFERENCE

CALLOUT DESIGNATION

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

CALLOUT NUMBER

SHEET NUMBER

10' - 0"

SPOT ELEVATION

CEILING HEIGHT PER REFLECTED CEILING PLAN

9' - 0"CEILING HEIGHT TAG

COLOR TAGCMU-1SEE SHEET A702

1

101 ROOM NUMBER

ROOM NAME

101A

BN000

SHEET NO:

SHEET DESCRIPTION:

JOB NO:

CLIENT:

PROJECT NAME:

DATE:

DRAWN:

CHECK:

ARCHITECT:

ENGINEER:


(714) 508-1780 508-1790 FAX



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:



G001

SHEET INDEX, SYMBOLS,ABBREVIATIONS, ANDNOTES


EL S

EG

UN

DO

MID

DLE S

CH

OO

L

JG

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245


ABBREVIATION

CENTERLINEPLATE

& AND@ AT OR ABOUT' FOOT" INCH OR REPEAT# POUND OR NUMBER

A.B. ANCHOR BOLTA.C. ASPHALTIC CONCRETEA/C AIR CONDITIONINGACC. ACCESSIBLEADJ. ADJUSTABLE / ADJACENTA.F.F. ABOVE FINISH FLOORAGGR. AGGREGATEALUM. ALUMINUMANOD. ANODIZEDAPPROX. APPROXIMATEARCH. ARCHITECTURALASPH. ASPHALTASSY. ASSEMBLYACT. ACOUSTICAL TILE

BD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMB.M. BENCHMARKBOT. BOTTOMB/S BOTH SIDESB.W. BOTH WAYS

CAB. CABINETC.B. CATCH BASINCEM. CEMENTCER. CERAMICC.F.M. CUBIC FEET PER MINUTEC.I. CAST IRONC.J. CEILING JOIST OR CONTROL JOINTCLG. CEILINGCLO. CLOSETCLR. CLEARC.M.U. CONCRETE MASONRY UNITCOL. COLUMNCOMPO. COMPOSITIONCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORCORR. CORRIDORC.R.B. CRUSHER RUN BASECSK. COUNTERSUNKC.T. CERAMIC TILECYL. CYLINDER

DBL. DOUBLEDEPT. DEPARTMENTDET. DETAILD.F. DRINKING FOUNTAINDF DOUGLAS FIRDG DECOMPOSTED GRANITEDGS DRYWALL GRID SYSTEMDIA. DIAMETERDIAG. DIAGONALDIM. DIMENSIONDISP. DISPENSER / DISPOSALDN. DOWNDO. DITTO / REPEATDR. DOORD.S. DOWN SPOUTD.S.P. DRY STANDPIPEDWG. DRAWINGDWR. DRAWER

(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 SIDEE.W. EACH WAYE.O.C. EDGE OF CONCRETEEXH. EXHAUSTEXIST. EXISTINGEXP. EXPANSIONEXPO. EXPOSED

FLUOR. FLUORESCENTFNDN. FOUNDATIONF.O.C. FACE OF CONCRETE/CURBF.O.F. FACE OF FINISHF.O.A. FACE OF ALUMINUMF.O.G. FACE OF GLAZING

F.O.M. FACE OF MASONRYF.O.P. FACE OF "GFRC" PANELF.O.S. FACE OF STUDSF.R.P. FIBERGLASS REINFORCED PANELF.S. FULL SIZE / FINISH SURFACEFT. FOOT OR FEETFTG. FOOTINGFRT. FIRE RETARDANT TREATEDFURR. FURRINGFUT. FUTUREFW. FLATWALL

GA. GUAGE / GAGEGALV. GALVANIZED IRONG.B. GRAB BARGEN GENERALG.I. GALVANIZED IRONGL. GLASSGLU-LAM GLUE LAMINATE BEAMGR. GRADEGYP. GYPSUMGYP. BD. GYPSUM BOARD

H.B. HOSE BIBBH.C. HOLLOW COREHD. HEADHDR. HEADERHDWD. HARDWOODHDWR. HARDWAREHGT. HEIGHTH.M. HOLLOW METALHORIZ. HORIZONTALH.P. HIGH POINTHR. HOURHVAC. HEATING, VENT, AIR

CONDITIONING

I.B.C INTERNATIONAL BUILDING CODEI.D. INSIDE DIAMETER / DIMENSIONIDF INTERMEDIATE DISTRUBUTION FRAMEIN. INCHINCND. INCANDESCENTINSL. INSULATIONINT. INTERIORINV. INVERT

JAN. JANITORJT. JOINTJST. JOIST

K.D. KNOCK DOWNKIT. KITCHEN

LAB. LABORATORYLAM. LAMINATELAV. LAVATORYLB. POUNDL.F. LINEAL FEETLLH. LONG LEG HORIZONTALLLV. LONG LEG VERTICALL.P. LOW POINTLT. LIGHTLT. WT. LIGHT WEIGHT

M. MENMACH. MACHINEMAT. MATERIALMAX. MAXIMUMM.B. MACHINE BOLTMDF MAIN DISTRIBUTION FRAMEMECH. MECHANICALMED. MEDIUMMEMB. MEMBRANEMET. METALMEZZ. MEZZANINEMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUM / MINUTEMISC. MISCELLANEOUSM.L. & P.L. METAL LATH AND PLASTERM.O. MASONARY OPENINGMPOE MAIN POINT OF ENTRYMTD. MOUNTEDMUL. MULLION

(N) NEWNAT. NATURALNT. GR. NATURAL GRADEN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALE

O/ OVERO.A. OVERALL / OUTSIDE AIROBS. OBSCUREO.C. ON CENTERO.D. OUTSIDE DIAMETER / DIMENSION

PH PANIC HARDWAREP.I.V. PRESSURE INDICATOR VALVEPTN. PARTITIONPL. PLATEP. LAM. PLASTIC LAMINATEPLAS. PLASTER

PLUMB. PLUMBINGPLWD. PLYWOODP.M. PRESSED METALPNL. PANELP/P PUSH-PULLPR. PAIRPREFAB. PREFABRICATEDPT. POINT

Q.T. QUARRY TILER. RISER / RADIUSR.A. RETURN AIRRAD. RADIUSR.C.P. REINFORCED CLAY PIPE

R.D. ROOF DRAINREC. RECESSED / RECIEVINGRECPT. RECEPTACLEREF. REFERENCEREFR. REFRIGERATORREV. REVERSEREG. REGISTER / REGULARREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTR.H. ROUND HEADRM. ROOMR.O. ROUGH OPENINGRS ROLLER SHADERSM ROLLER SHADE MOTORIZEDRWD. REDWOOD

S. SOUTH / SPANDRELS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONSERV. SERVICE / SERVINGS.F. SQUARE FOOTS.G.E. SEMI-GLOSS ENAMELSHT. SHEETSHTG. SHEATHINGSIM. SIMILARSL. SLIDINGSPEC. SPECIFICATIONSQ. SQUARES.S. STAINLESS STEELS/S SERVICE SINKSTA. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICALSKLT. SKYLIGHT

T. TREAD / TEMPEREDT.B. TOP OF BEAMT.C. TOP OF CURB OR CONCRETETEL. TELEPHONETEMP. TEMPERED / TEMPORARYTERR. TERRAZZOTEXT. TEXTUREDT&G TONGUE AND GROOVETHK. THICKTHRSH. THRESHOLDT.L. TOP OF LEDGERTOIL. TOILETT.O.P. TOP OF PARAPETT.S. TOP OF STEELT.V. TELEVISIONT.O.W. TOP OF WALLTYP. TYPICALTRNSF. TRANSFORMER

U.L. UNDERWRITER'S LABUNFIN. UNFINISHEDU.N.O. UNLESS NOTED OTHERWISEURN. URINAL

V. VINYLV.C.T. VINYL COMPOSTION TILEVEN. VENEERVENT. VENTILATORVERT. VERTICALVEST. VESTIBULEV.G. VERTICAL GRAINV.O.J. VERIFY ON JOBV.T.R. VENT THRU ROOFV.W.C. VINYL WALL COVERING

W. WEST / WOMENW/ WITHWSCT. WAINSCOTW.C. WATER CLOSETWD. WOODW.H. WATER HEATERW.I. WROUGHT IRONW/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

GENERAL NOTES

WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING, CONSTRUCTION OR FINISHING SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OR IN THE ABSENCE OF SAME SHALL BE TREATED ACCORDING TO STANDARD PROCEDURES AS APPROVED BY THE ARCHITECT OR ACCORDING TO MANUFACTURERS STANDARDS.

VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE.

MINOR ITEMS USED IN THE CONSTRUCTION OF THIS PROJECT MAY BE INDICATED ON THE DRAWINGS BUT NOT NECESSARILY IN THE SPECIFICATIONS. SUCH MINOR ITEMS ARE GENERALLY REFERENCED TO A MANUFACTURER INCLUDING A MODEL NUMBER, WHERE APPLICABLE. HOWEVER, ALL SUCH MINOR ITEMS SHALL BE GOVERNED BY ALL ASPECTS OF THE SPECIFICATIONS AS IF WRITTEN THEREIN.

THE CONTRACTOR SHALL MAKE ALL EFFORTS NOT TO DISTURB THE OPERATION OF THE EXISTING PREMISES INCLUDING ACCESS THERETO; PROVIDE ALL REQUIRED CONSTRUCTION FENCING, BARRICADES, WARNING SIGNS AND LIGHTS; PROTECT AGAINST ANY POTENTIAL FLOOD HAZARDS OR AIR POLLUTION AND SHALL EXERCISE ANY AND ALL REQUIRED SAFETY MEASURES TO PROTECT AND RENDER SAFE THE PREMISES TO ALL OCCUPANTS.

CONTRACTOR SHALL ALSO ABIDE BY CBC 2016 CHAPTER 33 SECTION 3303.2: PROTECTION OF PEDESTRIANS DURING CONSTRUCTION OR DEMOLITION.

WHERE EXISTING FEATURES HAVE TO BE DISTURBED TO EXECUTE THE WORK SHOWN ON ANY OF THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO THE REMOVAL OF CONCRETE SLABS, ELEMENTS OF WALL AND CEILING SECTIONS, FLOOR, WALL AND CEILING FINISHES AND ELEMENTS OF ROOFING, SUCH FEATURES MUST BE REPLACED TO MATCH EXISTING CONDITIONS, SURFACES AND FINISHES. WHILE FINISHES SUCH AS CARPET MAY BE REMOVED AND REPLACED AFTER WORK IS COMPLETE. FINISHES THAT CANNOT BE REPLACED IN THIS MANNER MUST BE REPLACED WITH NEW MATERIALS MATCHING EXISTING AS CLOSE AS POSSIBLE.

WHERE EXECUTING THE WORK SHOWN ON ANY OF THESE DRAWINGS OR CALLED FOR IN SPECIFICATIONS REQUIRES PENETRATION OF EXTERIOR WALLS OR ROOFS, SUCH WORK SHALL BE FLASHED, SEALED OR OTHERWISE MADE TIGHT AGAINST THE ENTRANCE OF AIR OR WATER

WHILE DRAWINGS INDICATE ITEMS TO BE REMOVED, REPLACED OR REWORKED, THEY MAY NOT NECESSARILY INDICATE ALL ASPECTS OF WORK REQUIRED IN THE REMOVAL, REPLACEMENT OR REWORK OF SUCH ITEMS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL ALL WORK NECESSARY TO COMPLETE AND FINISH ALL AREAS IN AND AROUND SUCH ITEMS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY HIM TO THE DISTRICT'S PREMISES OR OTHERWISE, AND SHALL REPAIR SAME AT HIS OWN EXPENSE. NOTE THAT HEAVY EQUIPMENT DRIVEN OVER ASPHALT CONCRETE PAVEMENT IN THE SCHOOL YARD MAY CAUSE DAMAGE TO SUCH PAVEMENT.

TOILET ROOM ACCESSORIES ARE CALLED OUT IN SPECIFICATIONS. WHERE NOT LOCATED ON DRAWINGS THEY SHALL BE MOUNTED PER DIRECTIONS FROM THE ARCHITECT.

WHERE INTERIOR OR EXTERIOR TRENCHING REQUIRES REMOVAL OF CONCRETE OR A.C. PAVING, SUCH PAVING MUST BE REMOVED BY SAW CUTTING AND REPLACED AFTER WORK IS COMPLETE - TO MATCH EXISTING.

WORK REQUIRED SHALL INCLUDE BUT NOT BE NECESSARILY BE LIMITED TO WORK CALLED FOR BY NOTES ON BUILDING FLOOR PLANS.

GENERAL CONTRACTOR MUST CAREFULLY SCRUTINIZE ALL DRAWINGS TO ASCERTAIN ALL REQUIRED WORK ARISING OUT OF WORK DONE BY MECHANICAL, PLUMBING, ELECTRICAL OR OTHER SUB-CONTRACTORS.

THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONTRACT IS TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING CONDITION SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHERE IN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) OR AN ADDITIONAL SET OF PLANS AND SPECIFICATIONS DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT BEFORE PROCEEDING WITH THE REPAIR WORK.

ALL PROPOSED BUILDING ENTRIES / EXITS TO BE BARRIER FREE.

CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE DSA FIELD ENGINEER IF DETAILS DO NOT SHOW OR CONFORM TO THE APPROVED DRAWINGS.

SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION WHICH HAS BEEN CONCEALED AND IS NOT COVERED BY THE CONSTRUCTION DOCUMENTS, WHEREIN THE FINISH WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE REGULATIONS, A CHANGE ORDER OR SEPARATE SET OF PLANS/SPECIFICATIONS DETAILING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT BEFORE PROCEEDING WITH THAT WORK.

CONTRACTOR TO NOTE: WHERE EXISTING ROOM SIGNAGE IS BEING REMOVED AND REPLACED, ALL ROOM SIGNAGE VERBAIGE MUST MATCH THE EXISTING ROOM SIGN VERBAIGE IN-KIND. CONTRACTOR TO DOCUMENT THE EXISTING ROOM SIGNAGE VERBAIGE PRIOR TO DISPOSING OF THE EXISTING SIGNAGE.

WHERE EXISTING UTILITIES ARE INDICATED IN THE GENERAL VICINITY OF NEW WORK, VERIFY EXACT LOCATION BY POT-HOLING, METAL DETECTION, OR ELECTRICAL CURRENT DETECTION, PRIOR TO STARTING WORK.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

GEO-HAZARDS STATEMENT

I AM FAMILIAR WITH THE GEOLOGY AND SOILS CONDITIONS AT THE EL SEGUNDO MIDDLE SCHOOL, EL SEGUNDO, CALIFORNIA SITE. I HAVE REVIEWED THE SEISMIC SAFETY ELEMENT OF THE LOCAL GENERAL PLAN. THE SITE IS NOT WITHIN ANY ALQUIST-PRIOLO SPECIAL STUDIES ZONE OR ANY AREA DESIGNATED AS GEOLOGICALLY HAZARDOUS IN THE SEISMIC SAFETY ELEMENT OF THE LOCAL GENERAL PLAN. THE SOIL IS NOT EXPANSIVE, AND THE SITE IS NOT SUBJECT TO FLOODING, EROSION, LANDSLIDING OR SUBSIDENCE. I THEREFORE CONCLUDE THAT THE SITE IS REASONABLY FREE OF GEOLOGICAL AND FOUNDATION HAZARDS. (THIS STATEMENT APPLIES TO THIS DSA APPLICATION ONLY.)

LICENSE NUMBER EXPIRATION DATE

SIGNATURE OF THE ARCHITECTPaul Westberg, Principal, Westberg + White

DATE

PAUL D. WESTBERG, A.I.A.

C-11045 09-2021

08-03-2021

SCOPE OF WORK

SHEET INDEX

DEFERRED APPROVALS

FOR APPLICABLE CODES, REFER TO THIS SHEET AND THE CODE ANALYSIS ON SHEET G003

THESE ITEMS ARE REQUIRED IN THIS SCOPE OF WORK FOR THIS PROJECT AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT DETAILED DRAWINGS AND CALCULATIONS AS REQUIRED TO THE DIVISION OF THE STATE ARCHITECT (DSA) FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALLOW 60 DAYS FOR APPROVAL.

INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR STRUCTURAL ENGINEER AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT (DSA).

1.

2.

3.

NOTES:

LIST OF DEFERRED ITEMS IN PROJECT:

DIVISION 11: CEILING MOUNTED BACKSTOP SUPPORTS

STATEMENT OF GENERAL CONFORMANCE

PRINT NAME

I FIND THAT: THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET INDICATED WITH AN '*'

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, 2021

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

03-121226

08-03-2021

19-34

THIS PROJECT CONSISTS OF BUT IS NOT LIMITED TO:

- DEMOLITION OF EXISTING BASKETBALL COURTS AND BASEBALL FIELD LOCATED AT SOUTH EAST SIDE OF THE SITE. DEMOLITION OF EXISTING PARKING LOT ADJACENT TO BLDG F FACING NORTH.

- NEW CONSTRUCTION OF:

- NEW 17,254 GSF (GROSS SQUARE FOOTAGE) GYMNASIUM INCLUDING TWO CLASSROOMS, RAISED PLATFORM, AND LOCKER ROOMS- NEW BLEACHERS AT GYMNASIUM - 7 NEW BASKETBALL COURTS ON NORTH SIDE OF THE SITE- NEW GRASS PLAY FIELDS ON BASEBALL FIELD ON NORTH SIDE- NEW BLEACHERS AT BASEBALL FIELD - NEW SITE LANDSCAPING- NEW PARKING LOT AND SITE LANDSCAPING AT NORTH WEST OF THE SITE- NEW CHAIN LINK FENCING AT NORTH, EAST, AND SOUTH SIDE OF THE SITE- NEW COVERED PEDESTRIAN WALKWAY

FIRE/LIFE SAFETY

THE LOCAL FIRE AUTHORITY HAS BEEN CONSULTED REGARDING ACCESS ROADS, GATES IN PERIMETER FENCES, LOCATION OF FIRE HYDRANTS, FIRE DEPARTMENT PUMPER CONNECTIONS, AND FIRE PROTECTION DURING CONSTRUCTION, COMPLYING WITH CFC 2007 ARTICLE 87 DURING ALL PHASES OF PROJECT. SEE SHEET F001 FOR LOCAL FIRE AUTHORITY APPROVAL OF PLANS

PRIOR TO CERTIFICATION OF FIRE ALARM SYSTEM, THE ARCHITECT SHALL OBTAIN APPROVAL FROM THE LOCAL FIRE AUTHORITY AND A WITNESS TEST PER NFPA 72, CHAPTER 8 SHALL BE PERFORMED. COPIES OF THE APPROVAL LETTER SHALL BE ISSUED TO DSA AND THE INSPECTOR OF RECORD ON THE SITE.

SEE SHEETS LIST OF SHEETS SHOWING SCOPE OF WORK FOR COMPLETE PLAN SET FOR FIRE ALARM SYSTEM.

1.

2.

3.

G000 COVER SHEET

G001 SHEET INDEX, SYMBOLS, ABBREVIATIONS, AND NOTES

G002 SITE ACCESSIBILITY PLAN

G003 CODE ANALYSIS

G004 BUILDING EGRESS AND SIGNAGE PLAN

G005 ACCESSIBILITY AND SIGNAGE DETAILS

GENERAL

(7 Sheets)

FIRE PROTECTION

CIVIL

SITE DEMOLITION PLAN(S)

(43 Sheets)

SITE PLAN(S) AND DETAILS

(50 Sheets)

FLOOR PLAN(S)

REFLECTED CEILING PLAN(S)

ROOF PLAN(S)

EXTERIOR ELEVATIONS

BUILDING AND WALL SECTIONS

ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

SCHEDULES

DETAILS

ARCHITECTURAL

F001 SITE FIRE PROTECTION PLAN

ARCHITECTURAL

C-1.0 GENERAL NOTES, LEGENDS AND ABBREVIATIONSC-1.1 TOPOGRAPHICAL SURVEYC-1.2 UNDERGROUND UTILITY SURVEYC-1.3 OVERALL EXISTING CONDITION AND REMOVAL PLANC-1.4 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-1.5 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-1.6 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-1.7 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-1.8 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-1.9 ENLARGED EXISTING CONDITION AND REMOVAL PLANC-2.0 OVERALL SITE CONTROL PLANC-2.1 ENLARGED SITE CONTROL PLANC-2.2 ENLARGED SITE CONTROL PLANC-2.3 ENLARGED SITE CONTROL PLANC-2.4 ENLARGED SITE CONTROL PLANC-2.5 ENLARGED SITE CONTROL PLANC-2.6 ENLARGED SITE CONTROL PLANC-3.0 OVERALL SITE GRADING PLANC-3.1 ENLARGED SITE GRADING PLANC-3.2 ENLARGED SITE GRADING PLANC-3.3 ENLARGED SITE GRADING PLANC-3.4 ENLARGED SITE GRADING PLANC-3.5 ENLARGED SITE GRADING PLANC-3.6 ENLARGED SITE GRADING PLANC-3.7 GRADING SECTIONSC-3.8 GRADING SECTIONSC-3.9 GRADING SECTIONSC-4.0 OVERALL SITE UTILITY PLANC-4.1 ENLARGED UTILITY PLANC-4.2 ENLARGED UTILITY PLANC-4.3 ENLARGED UTILITY PLANC-4.4 ENLARGED UTILITY PLANC-4.5 ENLARGED UTILITY PLANC-4.6 ENLARGED UNTILITY PLANC-4.7 STORMDRAIN PROFILEC-4.8 STORMDRAIN PROFILEC-5.0 MISCELLANEOUS DETAILSC-5.1 MISCELLANEOUS DETAILSC-5.2 MISCELLANEOUS DETAILSC-5.3 MISCELLANEOUS DETAILSC-6.0 OVER EXCAVATION PLANC-7.0 EROSION CONTROL PLANC-7.1 EROSION CONTROL DETAILS

D001 CAMPUS DEMOLITION SITE PLAN

D002 ENLARGED DEMOLITION SITE PLAN - NORTH SIDE

D003 ENLARGED DEMOLITION SITE PLAN - SOUTH SIDE

A001 CAMPUS RENOVATION SITE PLAN

A002 ENLARGED RENOVATION SITE PLAN - NORTH SIDE

A003 ENLARGED RENOVATION SITE PLAN - SOUTH SIDE

A004 SURFACE DETAILS

A005 SURFACE STRIPING AND SIGNAGE DETAILS

A006 SITE CHAINLINK AND ORNAMENTAL FENCING DETAILS

A007 ENLARGED RENOVATION PARKING LOT & BASKETBALLCOURTS

A009 CONC. RAMP AND STAIR DETAILS

A010 ENLARGED RENOVATION SOFTBALL FIELD

A011 ELECTRICAL YARD PLAN & DETAILS

A201 REFLECTED CEILING PLAN

A301 ROOF PLAN

A401 EXTERIOR ELEVATIONS

A402 EXTERIOR ELEVATIONS

A501 BUILDING SECTIONS

A503 WALL SECTIONS

A504 WALL SECTIONS

A505 WALL SECTIONS

A506 WALL SECTIONS

A507 WALL SECTIONS

A601 ENLARGED PLANS AND ACCESSIBILITYREQUIREMENTS

A602 ENLARGED PLANS AND INTERIOR ELEVATIONS

A603 INTERIOR ELEVATIONS




A701 ROOM FINISH SCHEDULE

A702 DOOR, GATE AND WINDOWSCHEDULE

A703 COLOR SCHEDULE

A830 EXTERIOR WALL DETAILS AND WALL TYPES

A831 EXTERIOR WALL AND COLUMN DETAILS

A840 INTERIOR WALL DETAILS AND WALL TYPES

A841 OPERABLE PARTITION DRAWINGS AND DETAILS

A850 SUSPENDED ACOUSTICAL PANEL CEILING NOTES

A851 CEILING DETAILS

A852 CEILING DETAILS

A860 CASEWORK AND INTERIOR DETAILS

A861 LOCKER AND RESTROOM DETAILS

A870 ROOF DETAILS

A871 ROOF DETAILS

A872 ROOF DETAILS

A880 DOOR DETAILS

A881 DOORS DETAILS

A885 WINDOW DETAILS

A890 MISC. DETAILS

(23 Sheets)STRUCTURAL

S000 ISOMETRICS001 GENERAL NOTESS002 GENERAL NOTESS004 FLOOR LIVE LOAD MAPSS010 TYPICAL FOUNDATION & STRUCTURAL SLAB DETAILSS011 TYPICAL CONCRETE DETAILSS012 TYPICAL MASONRY DETAILSS013 TYPICAL STRUCTURAL STEEL DETAILSS014 TYPICAL STRUCTURAL STEEL DETAILSS015 TYPICAL METAL DECK DETAILSS016 TYPICAL COLD-FORMED STEEL DETAILSS017 TYPICAL INTERIOR COLD-FORMED STEEL DETAILSS018 TYPICAL INTERIOR COLD-FORMED STEEL DETAILSS101 FOUNDATION PLANS200 LOW ROOF FRAMING PLANS201 ROOF FRAMING PLANS300 BUILDING SECTIONSS301 ENLARGED PLANS AND ELEVATIONSS400 TRUSS ELEVATION AND DETAILSS500 FOUNDATION DETAILSS540 ROOF FRAMING DETAILSS550 MASONRY DETAILSS560 MISCELLANEOUS DETAILS

(16 Sheets)MECHANICAL

M001 MECHANICAL ABBREVIATIONS AND SYMBOLS LISTM010 MECHANICAL SCHEDULESM011 MECHANICAL SCHEDULESM020 MECHANICAL DETAILSM021 MECHANICAL DETAILSM022 MECHANICAL DETAILSM023 MECHANICAL DETAILSM024 MECHANICAL DETAILSM025 MECHANICAL DETAILSM030 CONTROL DRAWINGSM040 TITLE 24 CALCULATIONSM041 TITLE 24 CALCULATIONSM101 MECHANICAL FLOOR PLANM102 MECHANICAL CEILING PLANM201 MECHANICAL ROOF PLANM301 MECHANICAL BUILDING SECTIONS

(7 Sheets)PLUMBING

P001 PLUMBING ABBREVIATIONS AND SYMBOLS LISTP002 PLUMBING SCHEDULESP003 PLUMBING DETAILSP004 PLUMBING SITE PLANP101 PLUMBING FLOOR PLANP201 PLUMBING ROOF PLANP301 PLUMBING ENLARGED PLANS

ELECTRICALE001 SYMBOLS, NOTES, AND ABBREVIATIONSE002 LUMINAIRE SCHEDULE & LCDE003 INDOOR LIGHTING FORMSE004 OUTDOOR LIGHTING FORMSE101 OVERALL SITE ELECTRICAL PLANE102 SITE ELECTRICAL PLAN E201 ELECTRICAL LIGHTING PLANE202 EGRESS PHOTOMETRIC PLANE301 ELECTRICAL POWER PLANE401 ELECTRICAL ROOF POWER PLANE501 PARTIAL PLANSE601 SINGLE LINE DIAGRAME701 PANEL SCHEDULESE801 DETAIL SHEETE802 DETAIL SHEETE803 DETAIL SHEETF001 NOTE SHEETF101 OVERALL FIRE ALARM PLANF201 FIRE ALARM PLANF301 ENLARGED PLANSF401 RISER DIAGRAMF501 DETAILSF502 DETAILSF601 CALCULATIONST001 NOTE SHEETT101 TECHNOLOGY OVERALL PLANT201 TECHNOLOGY CEILING PLANT301 TECHNOLOGY FLOOR PLANT401 TECHNOLOGY NOTIONAL ROUTING PLANT501 ENLARGED PLANST601 TECHNOLOGY ELEVATIONS

(31 Sheets)

ARCHITECTURE AND PLANNINGWESTBERG + WHITE, INC.14471 CHAMBERS ROADTUSTIN, CALIFORNIA 92780-6964(714) 508-1780 (714) 508-1790 FAXCONTACT: NAME, TITLE

STRUCTURALMIYAMOTO INTERNATIONAL, INC.17300 RED HILL AVE, SUITE 250IRVINE, CA 92614(949) 579-1170 CONTACT: TRACIE PETCOFF WONG, SENIOR ASSOCIATE

MECHANICAL, PLUMBINGPEZESHKI ENGINEERING1920 E. WARNER AVENUE, SUITE 3-HSANTA ANA, CA 92705(714) 884-3803 (714) 884-3834 FAXCONTACT: MATTHEW PEZESHKI, [email protected]

SOILS ENGINEERGIO-ADVANTEC INC.457 W. ALLEN AVENUE, SUITE 113SAN DIMAS, CA 91773(909) 305 0400 CONTACT: SHAWN ARIANNIA, PRINCIPAL

HARDWAREASSAABLOY DSS1520 SINCLAIR STANAHEIM, CA 92806(714) 504 2521CONTACT: J. MICHAEL BROWNELL, [email protected]

OWNER REPRESENTATIVE EL SEGUNDO UNIFIED SCHOOL DISTRICT641 SHELDON STREETEl SEGUNDO, CA 90245 PHONE NUMBER FAX NUMBER FAXCONTACT: PREETI D'SOUZA, PROJECT MANAGER (TELACU)

CONTACT INFORMATION

VICINITY MAPTYPICAL SYMBOLS APPLICABLE CODES

CHAPTER 4, PART 1, TITLE 24, C.C.R., ADMINISTRATIVE REQUIREMENTS

(PARTIAL LISTING ONLY)

A COPY OF PARTS 1 AND 5, TITLE 24, C.C.R. SHALL BE KEPT ON THE JOB SITE AT ALL TIMES.

ALL CHANGE ORDERS ARE NOT VALID UNTIL APPROVED BY DSA PER SECTION 4-338, PART 1 TITLE 24

ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335, PART 1, TITLE 24, AND APPROVED T AND I SHEET

TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335 OF PART 1, TITLE 24 AND THE DISTRICT SHALL EMPLOY AND PAY THE LABORATORY. COSTS OF RE-TEST MAY BE BACK CHARGED TO THE CONTRACTOR.

DSA WILL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO THE PLACEMENT OF CONCRETE PER SECTION 4-331, PART 1, TITLE 24.

PROJECT INSPECTOR CLASS 3 WILL BE APPROVED BY DSA. INSPECTION WILL BE IN ACCORDANCE WITH SECTION 4-333(B). THE DUTY OF THE INSPECTOR WILL BE IN ACCORDANCE WITH SECTION 4-342, PART 1, TITLE 24.

SUPERVISION OF THE CONSTRUCTION BY DSA WILL BE IN ACCORDANCE WITH SECTION 4-334, PART 1, TITLE 24.

CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS WILL SUBMIT VERIFIED REPORTS (FORM DSA-6 BY INSPECTORS AND DSA-6A/E BY ARCHITECTS AND ENGINEERS) IN ACCORDANCE WITH SECTION 4-336 AND 4-334, PART 1, TITLE 24.

THE ARCHITECT AND THE STRUCTURAL ENGINEER WILL PERFORM THEIR DUTIES IN ACCORDANCE WITH SECTION 4-333(A) AND 4-341, PART 1, TITLE 24.

THE CONTRACTOR WILL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343, PART 1, TITLE 24.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2020

PARTIAL LIST OF APPLICABLE STANDARDS

- 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR*- 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2018 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2018 IAPMO UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR(2018 IAPMO UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR(2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2018 INTERNATIONAL EXISTING BUILDING CODE AND 2019 CALIFORNIA AMENDMENTS)- 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR- TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS2016 ASME A17.1/CSA B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS (PER 2019 CBC PART 2 CH 35)- NOTE: CAL/OSHA ELEVATOR UNIT ENFORCES CCR TITLE 8 AND USES THE 2004 ASME A17.1 BY ADOPTION

- NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED), 2016 EDITION- NFPA 14 - STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS (CA AMENDED), 2016 EDITION- NFPA 17 - STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS, 2017 EDITION- NFPA 17A - STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS, 2017 EDITION- NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2016 EDITION- NFPA 22 - STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION, 2013 EDITION- NFPA 24 - STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CA AMENDED), 2016 EDITION- NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED), 2016 EDITION- NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2016 EDITION- NFPA 2001 - STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA AMENDED), 2015 EDITION- UL 300 - STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF COMMERCIAL COOKING EQUIPMENT, 2005 (R2010)- UL 464 - AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES, 2003 EDITION- UL 521 - STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS, 1999 EDITION- UL 1971 - STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED, 2002 (R2010) - ICC 300 - STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS, 2017 EDITION

FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2019 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80.

SEE CALIFORNIA BUILDING CODE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS.

*ALL PARTS OF THE 2019 CALIFORNIA BUILDING CODE BECOME EFFECTIVE JANUARY 1, 2020 EXCEPT THE EFFECTIVE DATE FOR THE USE OF THE 2019 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24, PART 1, CHAPTER 10) IS JANUARY 8, 2019 AND THE EFFECTIVE DATE FOR THE USE OF THE CALIFORNIA ADMINISTRATIVE CODE (TITLE 24, PART 1, CHAPTER 4) IS JANUARY 8, 2019.

*

*

*

*

A900 FLOOR FINISH PLAN

A901 GYMNASIUM COURT STRIPING PLAN

A100 SLAB PLAN

A101 FLOOR PLAN

CIVILVCA ENGINEERS, INC.1041 S. GARFIELD AVENUE, SUITE 210ALHAMBRA, CA 91801(323) 729-6098CONTACT: TONY DANG, PROJECT MANAGER [email protected]

LANDSCAPERHA LANDSCAPE ARCHITECTS-PLANNERS INC.6800 INDIANA AVENUE, SUIT 245RIVERSIDE, CA 92506(951) 781-1930 ext 121 (951) 686-8091 FAXCONTACT: DOUG GROVE, [email protected]

ELECTRICALMICHAEL WALL ENGINEERING4770 CAMPUS DRIVESUITE 200NEWPORT BEACH, CA 92660(949)-517-7570CONTACT: BRIAN HAHNLEN, PRINCIPAL

OWNEREL SEGUNDO UNIFIED SCHOOL DISTRICT641 SHELDON STREETEl SEGUNDO, CA 90245 (310) 615-2650 CONTACT: DR. DYLAN FARRIS, EXECUTIVE DIRECTOR

FINISH PLAN(S)

(4 Sheets)FIRE PROTECTION*

LANDSCAPE

L001 ENLARGED IRRIGATION SITE PLAN - NORTH SIDEL002 ENLARGED IRRIGATION SITE PLAN - SOUTH SIDEL003 IRRIGATION DETAILS AND NOTESL004 ENLARGED PLANTING SITE PLAN - NORTH SIDEL005 ENLARGED PLANTING SITE PLAN - SOUTH SIDE L006 PLANTING DETAILS AND NOTES

*

*

(6 Sheets)

FP001 FIRE PROTECTION GENERAL NOTES AND SITE PLANFP101 FIRE PROTECTION REFLECTED CEILING PLANFP201 FIRE PROTECTION PIPING PLANFP301 FIRE PROTECTION BUILDING SECTIONS AND SEISMIC

BRACING

TOTAL NUMBER OF SHEETS = 218

GYMNASIUM BLEACHERS (29 Sheets)*

SH01 COVER SHEETFP01 SEATING PLANSC01 SECTION VIEWDT01 DETAILSCS1 DRAWINGS & SPECIFICATIONS FOR MAXAM

BLEACHERSCS1A STRUCTURAL TESTS & INSPECTIONS FOR MAXAM

BLEACHERSCS2 PLAN OF SEATING - 30 ROWS - MXM26 - 9.625 RISECS3 ELEVATION OF 30 ROWS - MXM26 - 9.625 RISECS4 REAR VIEW OF 19 ROWS - MXM26 - 9.625 RISECS5 ONE TIER ISOMETRIC VIEW OF MAXAM BLEACHERD1 DECK CROSS SECTIONS - MXM26D2 DECK STABILIZER ASSEMBLY - MXM26D3 SEAT CONNECTION DETAILSD4 FLEX ROW UNITD4A FLEX ROW UNIT LOCKING MECHANISMD4B FLEX ROW FRAME W/O LATCH - MXM26D4C FLEX ROW FRAME ASSY W/ LATCH & DETAILS - MXM26D5A 1ST TIER POWERED FRAME ASSEMBLY - MXM26D5B POWERED FRAME COMPONENT DETAILSD6 FRAME ASSEMBLY 3 & 4" COLUMN - MXM26 - 9.625

RISED7 FRAME COMPONENT DETAILS - MXM26D8 TOP DECK SECTIONS - CONTINUOUS WOOD BUCK -

MXM26D8A TOP DECK ATTACHMENT DETAILS - MXM26D9A LOWER WALL ATTACHMENT DETAILS - MXM26D9B WALL BUCK ATTACHMENT DETAILS - MXM26D10 INTERMEDIATE AISLE & FRONT STEP ASSEMBLY -

MXM26D11A ROTATING AISLE HAND RAIL ASSEMBLY & DETAILS -

MXM26D12 ENDRAIL ASSEMBLY & DETAILS - MXM26D12B TOP ENDRAIL ASSEMBLY - CONT. WOOD BUCK -

MXM26

SOFTBALL BLEACHERS*

BL-1 BLEACHERS DETAILS

(1 Sheet)

ARCHITECTURAL (Cont.)

(51 Sheets)52

219

1

BASKETBALL

GENERAL NOTES

WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING, CONSTRUCTION OR FINISHING SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OR IN THE ABSENCE OF SAME SHALL BE TREATED ACCORDING TO STANDARD PROCEDURES AS APPROVED BY THE ARCHITECT OR ACCORDING TO MANUFACTURERS STANDARDS.

VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE.

MINOR ITEMS USED IN THE CONSTRUCTION OF THIS PROJECT MAY BE INDICATED ON THE DRAWINGS BUT NOT NECESSARILY IN THE SPECIFICATIONS. SUCH MINOR ITEMS ARE GENERALLY REFERENCED TO A MANUFACTURER INCLUDING A MODEL NUMBER, WHERE APPLICABLE. HOWEVER, ALL SUCH MINOR ITEMS SHALL BE GOVERNED BY ALL ASPECTS OF THE SPECIFICATIONS AS IF WRITTEN THEREIN.

THE CONTRACTOR SHALL MAKE ALL EFFORTS NOT TO DISTURB THE OPERATION OF THE EXISTING PREMISES INCLUDING ACCESS THERETO; PROVIDE ALL REQUIRED CONSTRUCTION FENCING, BARRICADES, WARNING SIGNS AND LIGHTS; PROTECT AGAINST ANY POTENTIAL FLOOD HAZARDS OR AIR POLLUTION AND SHALL EXERCISE ANY AND ALL REQUIRED SAFETY MEASURES TO PROTECT AND RENDER SAFE THE PREMISES TO ALL OCCUPANTS.

CONTRACTOR SHALL ALSO ABIDE BY CBC 2016 CHAPTER 33 SECTION 3303.2: PROTECTION OF PEDESTRIANS DURING CONSTRUCTION OR DEMOLITION.

WHERE EXISTING FEATURES HAVE TO BE DISTURBED TO EXECUTE THE WORK SHOWN ON ANY OF THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO THE REMOVAL OF CONCRETE SLABS, ELEMENTS OF WALL AND CEILING SECTIONS, FLOOR, WALL AND CEILING FINISHES AND ELEMENTS OF ROOFING, SUCH FEATURES MUST BE REPLACED TO MATCH EXISTING CONDITIONS, SURFACES AND FINISHES. WHILE FINISHES SUCH AS CARPET MAY BE REMOVED AND REPLACED AFTER WORK IS COMPLETE. FINISHES THAT CANNOT BE REPLACED IN THIS MANNER MUST BE REPLACED WITH NEW MATERIALS MATCHING EXISTING AS CLOSE AS POSSIBLE.

WHERE EXECUTING THE WORK SHOWN ON ANY OF THESE DRAWINGS OR CALLED FOR IN SPECIFICATIONS REQUIRES PENETRATION OF EXTERIOR WALLS OR ROOFS, SUCH WORK SHALL BE FLASHED, SEALED OR OTHERWISE MADE TIGHT AGAINST THE ENTRANCE OF AIR OR WATER

WHILE DRAWINGS INDICATE ITEMS TO BE REMOVED, REPLACED OR REWORKED, THEY MAY NOT NECESSARILY INDICATE ALL ASPECTS OF WORK REQUIRED IN THE REMOVAL, REPLACEMENT OR REWORK OF SUCH ITEMS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL ALL WORK NECESSARY TO COMPLETE AND FINISH ALL AREAS IN AND AROUND SUCH ITEMS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY HIM TO THE DISTRICT'S PREMISES OR OTHERWISE, AND SHALL REPAIR SAME AT HIS OWN EXPENSE. NOTE THAT HEAVY EQUIPMENT DRIVEN OVER ASPHALT CONCRETE PAVEMENT IN THE SCHOOL YARD MAY CAUSE DAMAGE TO SUCH PAVEMENT.

TOILET ROOM ACCESSORIES ARE CALLED OUT IN SPECIFICATIONS. WHERE NOT LOCATED ON DRAWINGS THEY SHALL BE MOUNTED PER DIRECTIONS FROM THE ARCHITECT.

WHERE INTERIOR OR EXTERIOR TRENCHING REQUIRES REMOVAL OF CONCRETE OR A.C. PAVING, SUCH PAVING MUST BE REMOVED BY SAW CUTTING AND REPLACED AFTER WORK IS COMPLETE - TO MATCH EXISTING.

WORK REQUIRED SHALL INCLUDE BUT NOT BE NECESSARILY BE LIMITED TO WORK CALLED FOR BY NOTES ON BUILDING FLOOR PLANS.

GENERAL CONTRACTOR MUST CAREFULLY SCRUTINIZE ALL DRAWINGS TO ASCERTAIN ALL REQUIRED WORK ARISING OUT OF WORK DONE BY MECHANICAL, PLUMBING, ELECTRICAL OR OTHER SUB-CONTRACTORS.

THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONTRACT IS TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING CONDITION SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHERE IN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) OR AN ADDITIONAL SET OF PLANS AND SPECIFICATIONS DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT BEFORE PROCEEDING WITH THE REPAIR WORK.

ALL PROPOSED BUILDING ENTRIES / EXITS TO BE BARRIER FREE.

CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE DSA FIELD ENGINEER IF DETAILS DO NOT SHOW OR CONFORM TO THE APPROVED DRAWINGS.

SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION WHICH HAS BEEN CONCEALED AND IS NOT COVERED BY THE CONSTRUCTION DOCUMENTS, WHEREIN THE FINISH WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE REGULATIONS, A CHANGE ORDER OR SEPARATE SET OF PLANS/SPECIFICATIONS DETAILING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT BEFORE PROCEEDING WITH THAT WORK.

CONTRACTOR TO NOTE: WHERE EXISTING ROOM SIGNAGE IS BEING REMOVED AND REPLACED, ALL ROOM SIGNAGE VERBAIGE MUST MATCH THE EXISTING ROOM SIGN VERBAIGE IN-KIND. CONTRACTOR TO DOCUMENT THE EXISTING ROOM SIGNAGE VERBAIGE PRIOR TO DISPOSING OF THE EXISTING SIGNAGE.

WHERE EXISTING UTILITIES ARE INDICATED IN THE GENERAL VICINITY OF NEW WORK, VERIFY EXACT LOCATION BY POT-HOLING, METAL DETECTION, OR ELECTRICAL CURRENT DETECTION, PRIOR TO STARTING WORK.

A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR.

A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE SCHOOL BOARD SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.

GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

A "DSA CERTIFIED" INSPECTOR WITH CLASS 1 CERTIFICATION IS REQUIRED FOR THIS PROJECT.

DRINKING WATER WELL SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.





SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021

DN

NEW CONSTRUCTION

EXISTING CONCRETE PAVING

NEW ASPHALT PAVING

PROPERTY LINE

NEW CONCRETE PAVING - SEE CIVIL PLANS. CONTROL JOINTS AT 5'-0" O.C. EA. WAY. AND EXPANSION JOINTS AT 20'-0" O.C. MAX.

ACCESSIBLE FEATURE CALLOUTS

DF = DRINKING FOUNTAINL-M = MEN LOCKER ROOM L-W = WOMEN LOCKER ROOM T-M = MEN TOILET

T-W = WOMEN TOILETT-S = STAFF (ALL GENDER) TOILETT-A = ALL-GENDER TOILETHW = HANDWASHING STATION

NEW BARRIER FREE PATH OF TRAVEL*, SEE ACCESSIBILITY NOTES, THIS SHEET

EXISTING BARRIER FREE PATH OF TRAVEL*, SEE ACCESSIBILITY NOTES AND DESIGN PROESSIONAL STATEMENT BELOW, THIS SHEET

CHAIN LINK FENCE

EXISTING CHAIN LINK FENCE

EXISTING BUILDING(S) - NO WORK (NOT A PART OF THIS DSA APPLICATION)

EXISTING ASPHALT PAVING

*NOTE: ARROWS REPRESENTS START OF PUBLIC RIGHT OF WAY OR SAFE DISPERSAL AREA

DF

DF

L-W

L-M

T-W

T-M

T-A

HW

HW

T-S

GRASS PLAY FIELD

(E)

PU

BLI

C S

IDEW

ALK

/ R

IGH

T O

F W

AY

CEN

TER S

TREET

BARRIER FREE (E) ENTRANCE TO ADMINISTRATION OFFICE

EXISTINGADMINISTRATIONOFFICE (BLDG. A-1)

(N) TOW-AWAY SIGNTO FACE WEST TOWARD CENTER STREET. SEE DET. 7/A005.

(E)PARKING

LOT

A# 100540

(N)PARKING

LOT

A#03- 100540

(E)

PU

BLI

C S

IDEW

ALK

/ R

IGH

T O

F W

AY

EXISTING PAINTED EXIT-ONLY ARROW TO REMAIN

EXISTING 'EXIT-ONLY DO NOT ENTER' SIGNAGE TO REMAIN

(N) ACCESSIBLE PARKING SPACES - SEE 1/A007 AND

(E) ACCESSIBLE PARKING SPACES

SHEET NO:

SHEET DESCRIPTION:

JOB NO:

CLIENT:

PROJECT NAME:

DATE:

DRAWN:

CHECK:

ARCHITECT:

ENGINEER:


(714) 508-1780 508-1790 FAX



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:



G002

SITE ACCESSIBILITY PLAN


EL S

EG

UN

DO

MID

DLE S

CH

OO

L

Checker

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245


KEYNOTES

PARKING TABULATION

SITE ACCESSIBILITY LEGEND

SEE SHEET G003 FOR CODE ANALYSIS

SITE ACCESSIBILITY

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.

1.

2.

3.

SEE SHEET F001 FOR FIRE ACCESS PLAN. 4.

FOR TYPICAL SYMBOLS AND ABBREVIATIONS. SEE SHEET G001. 5.

ALL ITEMS SHOWN OR NOTED ARE EXISTING, UNLESS INDICATED OTHERWISE AS NEW.

6.

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).

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.”

NEW PARKING LOT

STANDARD STALLS: 35

VAN ACCESSIBLE STALLS 1

STANDARD ACCESSIBLE STALLS: 1

TOTAL: 37

1" = 20'-0" 1SITE ACCESSIBILITY PLAN

NORTH





SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021

DN

DN

UP

UP

COVERED

PLATFORM

DN

DN

BLDG E

A#03- 100540

B.2B.2

B.8B.8

D.2D.2

D.8D.8

RAISED PLATFORM

120

MULTI-PURPOSECLASSROOM

102


101

GYMNASIUM

100

COACH'S OFFICE

110

BOY'S LOCKERROOM

105

GIRL'S LOCKERROOM

115

COACH'S OFFICE

114

GIRL'S TOILET

116

BOY'S TOILET

104

STORAGE

108

CUSTODIAN

107

SHOWER

113

ALL GENDERTOILET

112

VESTIBULE

109

VESTIBULE

106

VESTIBULE

103

VESTIBULE

117

GYM STORAGE

124

PLATFORMSTORAGE

123

ELECTRICAL

122

IDF

121

HALLWAY

118

ALL GENDERTOILET

119

FIRE RISER

125

STORAGE

102A

ROOF ACCESS

101A

3.6 5.4

F.5F.5

EXISTING

BLDG F

EXISTING

A#03- 100540

NOTE REGARDING BLEACHERS:REFER TO SHEET FP01 FOR LOCATION OF AND REQUIREMENTS FOR ACCESSIBLE SPACES, COMPANION SEATS, ADDITIONAL REQUIRED SEATING TYPES, AND DETAILED SEATING COUNT

TELESCOPING BLEACHERS

EXISTING BUILDING NOT PART OF THIS DSA APPLICATION

ONE HOUR RATED WALL

ONE HOUR RATED ROOM

SHEET NO:

SHEET DESCRIPTION:

JOB NO:

CLIENT:

PROJECT NAME:

DATE:

DRAWN:

CHECK:

ARCHITECT:

ENGINEER:


(714) 508-1780 508-1790 FAX



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:



G003

CODE ANALYSIS


EL S

EG

UN

DO

MID

DLE S

CH

OO

L

Checker

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245


TYPE OF CONSTRUCTION:

BUILDING 'GYMNASIUM' (NEW CONSTRUCTION)

II-B FULLY SPRINKLERED (TABLE 506.2)

OCCUPANCY: A-4 (CBC 303.5)

ACTUAL HEIGHT: 34' / 1 STORY

BASE ALLOWABLE HEIGHT

A-4 OCCUPANCY: 75' (CBC 504.3) / 2 STORIES (CBC 504.4)

EXTERIOR WALL FIRE RESISTANCE RATING PER TABLE 602:ALL FIRE SEPARATION DISTANCES ARE GREATER THAN 10' AND LESS THAN 30' 0 HR

MAXIMUM AREA OF EXTERIOR WALL OPENINGS PER TABLE 705.8:

ALL FIRE SEPARATION DISTANCES GREATER THAN 15' AND LESS THAN 20'

75%

CODE ANALYSIS

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:PRIMARY STRUCTURAL FRAME: 0 HRBEARING WALLS:

EXTERIOR: 0 HRINTERIOR: 0 HR

NON-BEARING WALLS EXTERIOR: PER TABLE 602NON-BEARING WALLS INTERIOR: 0 HRFLOOR CONSTRUCTION: 0 HRROOF CONSTRUCTION: 0 HR

INCIDENTAL USE AREAS SEPARATION REQUIREMENTS PER TABLE 509: 0 HR SEPARATION

FIRE PROTECTION SYSTEMS:FIRE ALARM SYSTEM SHALL BE INSTALLED CONFORMING TO THE MOST RESTRICTIVE REQUIREMENTS OF SECTIONS 907.2.2 AND 907.2.3 OF THE CBC AND NFPA 72. SEE FIRE ALARM PLAN SHEET F201

AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED CONFORMING TO SECTION 903.2.2 OF THE CBC, TITLE 19 STATE FIRE MARSHAL PUBLIC SAFETY, TITLE 24 CALIFORNIA BUILDING AND FIRE CODE PARTS 1-9 INCLUSIVE, NFPA 13, NFPA 14, NFPA 20, AND NFPA 25.

SEE LOCAL FIRE AUTHORITY APPROVED FIRE PROTECTION PLAN SHEET F001

• SEE DRAWINGS IN THEIR ENTIRETY FOR EXTENT OF OTHER MISCELLANEOUS PROVISIONS.

• RAISED PLATFORM SPACE: IS A RAISED AREA USED FOR THE PRESENTATION OF MUSIC,AND LECTURERS ; IT DOSEN'T HAVE ANY STAGE EFFECTS, SOUND EFFECTS, OR OVERHANG CURTAINS.

NOTES:

BASE ALLOWABLE FLOOR AREA

A-4 OCCUPANCY: 38,000 S.F. (TABLE 506.2)

FLOOR AREA INCREASES NOT NEEDED.

CODE REFERENCES: 2019 CBC

FLOOR AREA (ACTUAL):

A-4: 9,845 S.F.E: 3,753 S.F.S-2: 932 S.F.

14,530 S.F.TOTAL FLOOR AREA (ACTUAL):

1/8" = 1'-0" 1CODE ANALYSIS - FLOOR PLAN LEGEND

NORTH

TYPE OF CONSTRUCTION:

BUILDING 'GYMNASIUM' (NEW CONSTRUCTION)

V-B FULLY SPRINKLERED S1 (TABLE 506.2)

OCCUPANCY: A-4 (CBC 303.5)

ACTUAL HEIGHT: 34' / 1 STORY

BASE ALLOWABLE HEIGHT

A-4 OCCUPANCY: 60' (CBC 504.3) / 2 STORIES (CBC 504.4)

EXTERIOR WALL FIRE RESISTANCE RATING PER TABLE 602:ALL FIRE SEPARATION DISTANCES

ARE GREATER THAN 10' AND LESS THAN 30' 0 HR

MAXIMUM AREA OF EXTERIOR WALL OPENINGS PER TABLE 705.8:

ALL FIRE SEPARATION DISTANCES

GREATER THAN 15' AND LESS THAN 20'

75%

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:PRIMARY STRUCTURAL FRAME: 0 HRBEARING WALLS:

EXTERIOR: 0 HRINTERIOR: 0 HR

NON-BEARING WALLS EXTERIOR: PER TABLE 602NON-BEARING WALLS INTERIOR: 0 HRFLOOR CONSTRUCTION: 0 HRROOF CONSTRUCTION: 0 HR

INCIDENTAL USE AREAS SEPARATION

REQUIREMENTS PER TABLE 509: 0 HR SEPARATION

FIRE PROTECTION SYSTEMS:FIRE ALARM SYSTEM SHALL BE INSTALLED CONFORMING TO THE MOST

RESTRICTIVE REQUIREMENTS OF SECTIONS 907.2.2 AND 907.2.3 OF THE CBC AND NFPA 72. SEE FIRE ALARM PLAN SHEET F201

AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED CONFORMING TO SECTION 903.2.2 OF THE CBC, TITLE 19 STATE FIRE MARSHAL PUBLIC SAFETY, TITLE 24 CALIFORNIA BUILDING AND FIRE CODE PARTS 1-9 INCLUSIVE, NFPA 13, NFPA 14, NFPA 20, AND NFPA 25.

SEE LOCAL FIRE AUTHORITY APPROVED FIRE PROTECTION PLAN SHEET F001

• SEE DRAWINGS IN THEIR ENTIRETY FOR EXTENT OF OTHER MISCELLANEOUS PROVISIONS.

• RAISED PLATFORM SPACE: IS A RAISED AREA USED FOR THE PRESENTATION OF MUSIC, AND LECTURERS ; IT DOSEN'T HAVE ANY STAGEEFFECTS, SOUND EFFECTS, OR OVERHANG CURTAINS.

NOTES:

BASE ALLOWABLE FLOOR AREA

A-4 OCCUPANCY: 24,000 S.F. (TABLE 506.2)

FLOOR AREA INCREASES NOT NEEDED.

CODE REFERENCES: 2019 CBC

FLOOR AREA (ACTUAL): A-4: 9,845 S.F.E: 3,753 S.F.S-2: 932 S.F.

14,530 S.F.TOTAL FLOOR AREA (ACTUAL):





SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021

DN

DN

UP

UP

COVERED

PLATFORM

1' - 6"

DN

OLF1013 SF


E2051

OLF6541 SF

GYMNASIUM

A-47935

OLF1573 SF

RAISED PLATFORM

A-415105

OLF113 SF

PLATFORM STORAGE

S-23001

OLF110 SF

ELECTRICAL

S-23001

OLF103 SF

IDF

S-23001OLF

349 SF

GYM STORAGE

S-23002

OLF677 SF

GIRL'S LOCKERROOM

E5014

OLF156 SF

COACH'S OFFICE

E1502

194 SF

GIRL'S TOILET

116

194 SF

BOY'S TOILET

104 OLF156 SF

COACH'S OFFICE

E1502

OLF695 SF

BOY'S LOCKERROOM

E5014

OLF127 SF

STORAGE

S-23001

84 SF

SHOWER

113

70 SF

ALL GENDERTOILET

112

OLF18 SF

ROOF ACCESS

S-23001

OLF17 SF

STORAGE

S-23001

16 SF

FIRE RISER

125

57 SF

ALL GENDERTOILET

119

51 .1536"8"

7 .1536"1"

7 .1536"1"

7 .1536"1"

7 .1536"1"

360 .1572"54"

360 .1572"54"

27 .1536"4"

25 .1536"4"

25 .1536"4"

26 .1536"4"

26 .1536"4"

TWR

X

R

XR

TD

R TW

TD

XR

R X

R

R

R

R

XR

XR

TW

RTD

RR

XR

RRR

X

R

R

BE

X

BE

X

X

BE

R

TWTD

R

R

R

R

R

X

R

R

BE

X

R

XR R

R

XR R

XR

R

R

R X

AP

AP

360 .1572"54"

OLF70 SF

CUSTODIAN

S-23001

360 .1572".54"

OLF1015 SF


1022051

OL

OL

OL OL

OL

SD

360

7

51

127

360

2

26

25

25

26 360 360 7

7

7

3

3

2 .1536".3"

3 .1536".45"

3 .1536".45"

1 .1572".15"

27

NASD

VESTIBULE

103

80 SF

VESTIBULE

117

NOTE REGARDING BLEACHERS:

REFER TO SHEET FP01 FOR LOCATION OF AND

REQUIREMENTS FOR ACCESSIBLE SPACES, COMPANION SEATS, ADDITIONAL REQUIRED SEATING TYPES, AND

DETAILED SEATING COUNT

BLEACHER SEATING COUNT (OCCUPANT COUNT):

499 NET SEATS PLUS 6 ACCESSIBLE WHEELCHAIR

SPACES. THIS NET NUMBER INCLUDES 6 COMPANION SEATS, 4 DESIGNATED AISLE SEATS,

AND 6 SEMI-AMBULATORY SEATS

TELESCOPING BLEACHERS

AL AL

AL AL

FR

X

SD

OL

OL

MF

X

AP

27 .1536"4"

NS

8 SF

AUDIO/VISUAL

126

ASSUMED PROPERTY LINE / PROPERTY LINE

A .

BUILDING SIGNAGE. SEE G005 FOR SIGN TYPES

51 PATH OF EGRESS W/ # OF OCCUPANTS

DIRECTION OF

EGRESS AT EXIT

EGRESS PATH OF

TRAVEL

EGRESS OCCUPANT

COUNT AT EXIT

ACCESSIBLE CLEAR SPACE:

5' DIAMETER TURNING SPACE

ACCESSIBLE WORKSTATION /

CLEAR SPACE:

30" x 48" (U.N.O.)

TACTILE ROOM/#

SEE DETAIL G 5/G005 R

TACTILE EXIT

SEE DETAIL N 5/G005 RX

TACTILE EXIT ROUTE

SEE DETAIL H 5/G005 RXR

TACTILE BLDG. ENTRANCE/ISA

SEE DETAIL G 5/G005 & M 5/G005 RBE

TACTILE TOILET WALL

SEE DETAIL A 5/G005 & B 5/G005RTW

TOILET DOOR

SEE DETAIL D 5/G005 & E 5/G005 RTD

ASSISTIVE LISTENING SYSTEM (ALS) -

REMOTE LOCATION. SEE DET. 7/G005,

NOTE ON DET. 1/THIS SHEET AND SPECS.

FOR ALS REQUIREMENTS.

RAP

EXIT STAIR DOWN

SEE DETAIL O 5/G005RSD

SIGNAGE TAG DESIGNATIONS

TACTILE ALL GENDER TOILET WALL

SEE DETAIL C 5/G005 RAW

ALL GENDER TOILET DOOR

SEE DETAIL F 5/G005RAD

DIRECTIONAL TOILET

SEE DETAIL 11/G005RDT

OCCUPANCY

SEE DETAIL Q 5/G005 ROL

RNANOT TO BE USED FOR ASSEMBLY PURPOSES

SEE DETAIL T 5/G005

RFRFIRE SPRINKLER RISER INSIDE

SEE DETAIL R 5/G005

MAINTENANCE AND FIRE ACCESS ONLY

SEE DETAIL P 5/G005 RMF

RNSNO PERMANENT SEATING OR EQUIPMENT

SEE DETAIL U 5/G005ASSISTIVE LISTENING SYSTEM (ALS) -

LOCATED WITHIN BUILDING. SEE DET.

3/G005, NOTE ON DET. 1/THIS SHEET

AND SPECS. FOR ALS REQUIREMENTS

RAL

SHEET NO:

SHEET DESCRIPTION:

JOB NO:

CLIENT:

PROJECT NAME:

DATE:

DRAWN:

CHECK:

ARCHITECT:

ENGINEER:

14471 CHAMBERS RD, SUITE 210

TUSTIN, CA 92780

(714) 508-1780 508-1790 FAX



PDW

TC

D

D

LU

A

RA

N

EC

BE

RG

SN WES

TIL

ES

ETI

HC

ATA

T

E

OF

S

I

C-11045EXP.9-2021

NE

P

CA L I FO

RN

I

STATE:

ARCHITECT:

CONSULTANT:



G004

BUILDING EGRESS ANDSIGNAGE PLAN


EL S

EG

UN

DO

MID

DLE S

CH

OO

L

JG

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245


1/8" = 1'-0" 1BUILDING EGRESS AND SIGNAGE PLAN CODE ANALYSIS LEGEND

EGRESS SIGNAGE LEGEND

NORTH

NOTE REGARDING ASSISTIVE LISTENING SYSTEM (ALS):

CONTRACTOR TO PROVIDE ASSISTIVE LISTENING SYSTEM WITH

RECIEVERS COMPLIANT WITH CBC 11B-219.3. REQUIRED QUANTITIES

PER OCCUPANCY LOAD LISTED BELOW. SYSTEM REQUIREMENTS PER

ELECT. SPECIFICATIONS SECTION 27-5126. SIGNAGE TO BE LOCATED PER PLAN ON THIS SHEET. SIGNAGE PER PLAN THIS SHEET AND

REFERENCED DETAILS ON G005.

REQUIRED ALS QUANTITIES:

MULTIPURPOSE CLASSROOMS:

6 PORTABLE RECEIVERS REQUIRED, 4 OF WHICH MUST BE HEARING-

AID COMPATIBLE. PORTABLE RECIEVERS TO BE LOCATED AT THE SCHOOL ADMINISTRATIVE OFFICE (EXISTING BUILDING A-1) AND

AVALIABLE FOR CHECK-OUT AT FRONT ADMINISTRATIVE DESK.

GYMNASIUM: 21 RECEIVERS REQUIRED, 6 OF WHICH MUST BE

HEARING-AID COMPATIBLE. TO BE PERMANATELY LOCATED WITHIN

AUDIO/VISUAL ROOM 126.

TOTAL OF 27 RECEIVERS, 10 WHICH MUST BE HEARING-AID

COMPATIBLE.





SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021

Assistive Listening System Available

By Contacting The School

Administration Office(XXX) XXX - XXXX

5 1

/2

"

19 1

/2"

1' - 1"

INTERNATIONAL SYMBOL

OF ACCESS FOR HEARING

LOSS CENTERED ON SIGN

GRAPHICS TO HAVE 70% MIN.

CONTRAST COLOR W/

BACKGROUND COLOR

LETTERS TO HAVE 70% MIN.

CONSTAST COLOR W/

BACKGROUND COLOR

REFER TO ROOM SIGNAGE NOTES 2/G005 FOR TYPICAL SIGN MATERIAL, THICKNESS AND FONT TYPE

Prior Arrangements

Must be Made for EventsAfter Normal Business Hours

5/8

" 3

/4

"1"

CONTRACTOR TO VERIFY

PHONE NUMBER W/ DISTRICT

PRIOR TO FABRICATION

1"

NOTES:

PROVIDE WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON A BLUE IN BACKGROUND. THE BLUE COLOR SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B.

SEE SIGN PLACEMENT AND DIRECTION OF ARROW ON SIGN ON SITE ACCESSIBILITY PLAN AND BUILDING EGRESS AND SIGNAGE PLAN(S).

10" TYP.

1.

2.

"Building" Accessible

Restroom

Accessible

Route

(A) (B) (C)

Elevator

(D)

TEXT PER KEYNOTE ON PLANS

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

TYP.

6"

5'-0"

MAX.

TO

FIN

ISH

SU

RFA

CE/G

RAD

E

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 DET. 4 THIS SHEET.

3.

INSTALL ALL EXIT AND EXIT ROUTE SIGNAGE ON WALL AT INTERIOR SIDE OF ROOM

59"

TO

CEN

TERLIN

E O

F S

IGN

DOOR SIDELIGHT WHERE OCCURS

EQ EQ

MEN

60" MAX.

A.F.F. TYP.

3/8

" M

IN.

SIGNS ADHESIVELY APPLIED TO GLASS SHALL HAVE ADDITIONAL PLASTIC BACKING SAME SIZE AS SIGN ADHESIVELY

APPLIED TO OTHER SIDE OF GLASS.

FOR SIGNAGE LOCATIONS SEE FLOOR PLANS. NEW SIGNAGE HEIGHT MUST COMPLY WITH CODE REQUIREMENTS AS SHOWN ON THE ELEVATION ABOVE

48" MIN.

A.F.F. TYP.

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.

RESTROOM SIGN WHERE OCCURS

REFER TO DETAIL 5G/G005 FOR MULTI LINE TEXT SIGNAGE REQUIREMENTS.9.

PER S

IGN

AG

E P

LAN

4' -

6"

LO

CATIO

NACCESSIBLE ENTRANCE SIGN, WHERE OCCURS

9"

BOTT. OF LOWEST

BRAILLE ROW

3/8

" -

1/2

"

BOTT. OF

LETTERING

HIGHEST ROW

10. PROVIDE EASED EDGES ON ALL SIDES OF SIGNAGE.

11. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS

(SEE DIAGRAM ABOVE).

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

GENERAL NOTES

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

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 ABOVE THE BACKGROUND ACCORDING TO THE DIMENSIONAL RANGE SHOWN

BELOW. (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-CELLSPACING = .20"SPACING = .10"VERTICAL OR

HORIZONTAL

.037"

.059" - .063"

9"

6"

1/4"1/4"

1/4

"1/4

"

11"

11"

MEN

1/4"1/4"

1/4

"

3/8

" -

1/2

"11"

11"

WOMEN

1/4"1/4"

1/4

"1/4

"

3/8

" -

1/2

"

1"

6"

EXIT 3/8

" -

1/2

"

OFFICEM101

6"

4" EXIT

1/4"1/4"

1/4

"1/4

"

1' - 0"

1/4"

1' -

0"

3/8

" -

1/2

"

3/8

" -

1/2

"

NOT AN

6"

4"

1/4"1/4"

1/4

"1/4

"

6"

4"

ROUTE

1/4"1/4"

1/4

"1/4

"

3/8

" -

1/2

"

EXIT

3/8

" M

IN.

3/8

" M

IN.

3/8

" M

IN.

3/8

" M

IN.

3/8

" M

IN.

3/8

" M

IN.

6" HIGH PICTOGRAM.

COLOR TO BE VERIFIED W/ DISTRICT


OF ACCESSIBILITY.

COLOR TO BE VERIFIED W/ DISTRICT.

1" HIGH LETTERING TO BE RAISED

1/32" AT ROOM NUMBER AND NAME

U.N.O., VERIFY TEXT WITH DOOR

SCHEDULE. TEXT STYLE TO BE NEUTRA

ABDEF

GH

48" MIN.

A.F.F.

60" MAX.

A.F.F.

1/4" ACRYLIC PLASTIC TYP.

W/ COLORED BACKGROUND.

SIGN COLOR TO HAVE 70%

CONTRAST W/ DOOR COLOR

J 1/4" THICK PLASTIC SIGN W/

PLASTIC BACKGROUND COLOR TO BE

VERIFIED W/ DISTRICT

BRAILLE, SEE DETAIL 4/G006

PLASTIC SIGN BORDER TO BE

RAISED 1/32" W/ PLASTIC COLOR

TO BE VERIFIED W/ DISTRICT (TYP. WHERE SHOWN ON

SIGNAGE DETAILS)

NOTES: 1) REFER TO 2/G005 FOR ALL SIGN DESIGN AND ACCESSIBILITY REQUIREMENTS2) REFER TO 1/G005 FOR INSTALLATION NOTES

1/4

"1"

6"

(MEN) (WOMEN)

1' - 0"

(ALL-GENDER)

1/4"

6"

6"

DOWN

1/4"1/4"

1/4

"1/4

"

STAIREXIT

60"

3/8

" -

1/2

"3/8

" M

IN.

M

1' -

0"

1/4"1/4"

1/4

"1/4

"

1"

6"

EXIT ROUTE

9"

1' -

0"

3/8

" M

IN.

EMERGENCY

9"

COMMUNICATION

N1/2" RADIUSED CORNER,

TYP.

6"

6"

1/8" THICK ETCHED

PHOTOPOLYMER SIGN.

BACKGROUND COLOR: BLUEEQUAL TO COLOR NO. 15090 IN

FEDERAL STANDARD 595B

WHITE INTERNATIONAL

SYMBOL OF ACCESSIBILITY

NOTES:

THE CHARACTERS AND BACKGROUND OF THE SIGN SHALL BE EGGSHELL, MATTE

OR OTHER NON-GLARE FINISH AND CHARACTERS SHALL CONTRAST

W/ THEIR BACKGROUND.

MOUNT W/ 3M HIGH BOND TAPE AND SILICONE GLUE.

1)

2)

AND SIGNAGE PLANS FOR LOCATIONS 2

-3)

WHEREVER USED, I.S.A. PROPORTIONS SHALLMATCH CBC FIG. 11B-703.7.2.1

SEE

KL

O

11"

11"

RESTROOM

1/4"1/4"

1/4

"

3/8

" -

1/2

"3/8

" M

IN.

C

1/4

"1"

6"

3/8

" -

1/2

"

1' - 0"

1/4"

1' - 0

"10" 1

0"

1/4" ACRYLIC PLASTIC TYP.

W/ COLORED BACKGROUND.

SIGN COLOR TO HAVE 70%

CONTRAST W/ DOOR COLOR

NOTE: COLOR OF TRIANGLE SHALL CONTRAST WITH THE COLOR OF THE CIRCLE. TRIANGLE TO BE BLUE AND CIRCLE TO BE WHITE -COLORS TO BE VERIFIED WITH DISTRICT PRIOR TO FABRICATION

10"

Q

1' - 0"

4"

RISER INSIDE

1/4"1/4"

1/4

"1/4

"

R

FIRE SPRINKLER

P

MAINTENANCE

AND FIRE ACCESS

ONLY

11"

1' - 0"

4"

10"

LETTERS TO HAVE 70%

MIN. CONTRAST COLOR W/

BACKGROUND COLOR

ROOM OCCUPANCY PER BUILDING

EGRESS AND SIGNAGE PLANS

MAXIMUM ROOM CAPACITY "XXX"

PERSONST

OUTDOOR

PLATFORM IS NOT TO

BE USED FOR ASSEMBLY

PURPOSES

11"

1' - 0"

U

NO PERMANENT

SEATING OR EQUIPMENT IS

TO BE PLACED IN THE FIRE

LANE AREA

11"

1' - 0"

1" HIGH LETTERS TO HAVE

70% MIN. CONTRAST COLOR

W/ BACKGROUND COLOR

1"

1"

MIN.

1"

MIN.

1"

NOTE: EDGE DIMENSIONS SHOWN ON

TYPE 'T' ALSO APPLICABLE FOR TYPE 'U'

MOUNTING ELEVATION SIDE ELEVATION

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

48"

32"

SINGLE DRINKING

FOUNTAIN - SEE SPECS

27"

MIN

. CLEAR

6"

TO

BU

BBLER

36"

MAX 15"

9"

19" MAX.

18" MIN.

3" MAX.

PLAN

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

F.F.

SENSOR OPERATED SPOUT

27"

MIN

. CLEAR

SENSOR SOAP DISPENSER

34"

MAX.

19" MAX.

17" MIN.

48"

32"

1' -

6"

2' - 4" 1' - 0"

1' -

0"

1' -

0"

ADDRESS IDENTIFICATION -

1/2" THICK ALUMN. WITH

PAINTED FINISH. CHARACTERS CONTASTING WITH

BACKGROUND

PAINTED METAL COPING

FACE OF

EXTERIOR

WALL

SEE 4/A830 FOR WALL

MOUNTING DETAIL


48"

32"

SINGLE DRINKING


32"

CLR.

6"

TO

BU

BBLER

39"

- 42"

15"

9"

19" MAX.

18" MIN.

3" MAX.

PLAN

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

F.F.

27"

MIN

. CLEAR

18" MIN.

3' -

0"

MAX.

2 1/2"

36"

MAX.

27"

MIN

. CLEAR


3" MAX.

MOUNTING PLATE PER MANFACTURER - REFER TO DETAIL

8/A861 FOR ANCHORAGE AT METAL STUDS.

MET. STUD FRAMING, TYP.

PER PLANS

SOUND BATT ATTENUATION

18

" M

IN.

EQ

EQ

48"

30"

HI-LOW DRINKING FOUNTAIN

BACKPANEL PER MFG.

NOTE:

DRINKING FOUNTAIN TO BE LOCATED

COMPLETELY WITHIN ALCOVE PER CBC

1115B.4.6.3

BUBBLER

OUTLET

PLAN

18" MIN.

F.F.

18" MIN.

18

" M

IN.

39"

- 42"

39"

- 42"

Assistive Listening System Available in Audio/Visual

Room 126 Located at South Wall of

Gymnasium

5 1

/2

"

19 1

/2"

1' - 1"


OF ACCESS FOR HEARING

LOSS CENTERED ON SIGN

GRAPHICS TO HAVE 70% MIN.

CONTRAST COLOR W/

BACKGROUND COLOR

LETTERS TO HAVE 70% MIN.

CONSTAST COLOR W/

BACKGROUND COLOR

REFER TO ROOM SIGNAGE NOTES 2/G005 FOR TYPICAL SIGN MATERIAL, THICKNESS AND FONT TYPE

Notify an Authorized

Staff Member for Assistance

5/8

" 3

/4

"1"

CONTRACTOR TO VERIFY THIS

STATEMENT W/ DISTRICT

PRIOR TO FABRICATION

1"

SHEET NO:

SHEET DESCRIPTION:

JOB NO:

CLIENT:

PROJECT NAME:

DATE:

DRAWN:

CHECK:

ARCHITECT:

ENGINEER:

14471 CHAMBERS RD, SUITE 210

TUSTIN, CA 92780

(714) 508-1780 508-1790 FAX



PDW

TC

D

D

LU

A

RA

N

EC

BE

RG

SN WES

TIL

ES

ETI

HC

ATA

T

E

OF

S

I

C-11045EXP.9-2021

NE

P

CA L I FO

RN

I

STATE:

ARCHITECT:

CONSULTANT:



G005

ACCESSIBILITY ANDSIGNAGE DETAILS


EL S

EG

UN

DO

MID

DLE S

CH

OO

L

JG / RR

QK, MS

08/03/2021

19041

NEW

GYM

NASIU

M B

UIL

DIN

G &

SIT

E I

MPRO

VEM

EN

TS

332 C

ente

r St,

El Segundo,

CA 9

0245


3" = 1'-0" 7ASSISTIVE LISTENING SIGN1 1/2" = 1'-0" 11ACC. DIRECTIONAL SIGNAGE

1/2" = 1'-0" 2ROOM AND BLDG SIGNAGE NOTES

3" = 1'-0" 1SIGNAGE INSTALLATION NOTES

3" = 1'-0" 4TACTILE / BRAILLE NOTES

3" = 1'-0" 5ROOM AND BUILDING SIGNAGE

3/4" = 1'-0" 12DRINKING FOUNTAIN SINGLE LO

3/4" = 1'-0" 15HAND WASH STATION

3/4" = 1'-0" 19ADDRESS IDENTIFICATION DETAIL

3/4" = 1'-0" 8DRINKING FOUNTAIN SINGLE HI3/4" = 1'-0" 16DUAL-HEIGHT DRINKING FOUNTAIN REQUIREMENTS AT METAL STUDS

3" = 1'-0" 3ASSISTIVE LISTENING SIGN


MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

48"

32"

SINGLE DRINKING


33"

MIN

. CLR

PLAN

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

F.F.

33"

MIN

. CLR


48"

32"

SINGLE DRINKING


PLAN

MOUNTING PLATE PER

MANFACTURER. FOR

ANCHORAGE TO C.M.U.

SEE 7/A861

F.F.

36"

MAX.

36"

MAX.

36"

MAX.

36"

MAX.


MOUNTING PLATE PER MANFACTURER -

REFER TO DETAIL 8/A861 FOR

ANCHORAGE AT METAL STUDS.

MET. STUD FRAMING, TYP.

PER PLANS

SOUND BATT ATTENUATIONEQ

EQ

48"

30"

HI-LOW DRINKING FOUNTAIN

BACKPANEL PER MFG.

NOTE:

DRINKING FOUNTAIN TO BE LOCATED

COMPLETELY WITHIN ALCOVE PER CBC

1115B.4.6.3

BUBBLER

OUTLET

PLAN

18" MIN.

F.F.

18" MIN.

46"

MAX.

BOTTLE FILLER SENSOR

18"

MIN

.18"

MIN

.

9"

MIN

.

9"

MIN

.

46"

MAX.

3/4" = 1'-0" 12DRINKING FOUNTAIN SINGLE LO 3/4" = 1'-0" 8DRINKING FOUNTAIN SINGLE HI3/4" = 1'-0" 16DUAL-HEIGHT DRINKING FOUNTAIN REQUIREMENTS AT METAL STUDS N.T.S. N.T.S. N.T.S.





SS FLS ACS

DATE:

✔ ✔ ✔

03-121226

09/29/2021