DIV. OF THE STATE ARCHITECT IDENTIFICATION STAMP NEW ...
Transcript of 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.
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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
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UN
DO
MID
DLE S
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JG, MH
QK, MS
08/03/2021
19041
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332 C
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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
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EL SEGUNDO, CA
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A101
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48"
36"
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A101
GRID HEAD / LINES
DOOR TAG / NUMBER
WALL TYPE TAG
WINDOW TYPE
KEYNOTE TAG
REVISION TAG
A401
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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:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
westbergwhitearchitecture
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C-11045EXP.9-2021
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ARCHITECT:
CONSULTANT:
08/03/2021 1st DSA Back Check
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G001
SHEET INDEX, SYMBOLS,ABBREVIATIONS, ANDNOTES
EL SEGUNDO UNIFIEDSCHOOL DISTRICT
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
641 Sheldon Street ElSegundo, CA 90245
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.
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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).
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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.
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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
A604 INTERIOR ELEVATIONS
A605 INTERIOR ELEVATIONS
A606 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.
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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.
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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
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(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.
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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
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:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
westbergwhitearchitecture
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C-11045EXP.9-2021
NE
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STATE:
ARCHITECT:
CONSULTANT:
08/03/2021 1st DSA Back Check
C:\Users\qkwolek.WWA\Documents\c19041_Building_DSA Backcheck_qkwolek8NKH9.rvt8/3/2021 5:40:59 PM
G002
SITE ACCESSIBILITY PLAN
EL SEGUNDO UNIFIEDSCHOOL DISTRICT
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
641 Sheldon Street ElSegundo, CA 90245
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
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
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
MULTI-PURPOSECLASSROOM
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:
14471 CHAMBERS RD, SUITE 210TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
Rev. Date DescriptionNo.
westbergwhitearchitecture
PDW
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D
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A
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NEC
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SN WES
TIL
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ETIHC
ATA
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EOF
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C-11045EXP.9-2021
NE
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CA L I FO
RN
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STATE:
ARCHITECT:
CONSULTANT:
08/03/2021 1st DSA Back Check
C:\Users\qkwolek.WWA\Documents\c19041_Building_DSA Backcheck_qkwolek8NKH9.rvt8/3/2021 5:41:06 PM
G003
CODE ANALYSIS
EL SEGUNDO UNIFIEDSCHOOL DISTRICT
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
641 Sheldon Street ElSegundo, CA 90245
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):
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
DN
DN
UP
UP
COVERED
PLATFORM
1' - 6"
DN
OLF1013 SF
MULTI-PURPOSECLASSROOM
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
MULTI-PURPOSECLASSROOM
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
Rev. Date DescriptionNo.
westbergwhitearchitecture
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:
08/03/2021 1st DSA Back Check
C:\Users\qkwolek.WWA\Documents\c19041_Building_DSA Backcheck_qkwolek8NKH9.rvt8/10/2021 5:22:54 PM
G004
BUILDING EGRESS ANDSIGNAGE PLAN
EL SEGUNDO UNIFIEDSCHOOL DISTRICT
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
641 Sheldon Street ElSegundo, CA 90245
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.
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
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
INTERNATIONAL SYMBOL
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
MOUNTING ELEVATION SIDE ELEVATION
48"
32"
SINGLE DRINKING
FOUNTAIN - SEE SPECS
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
MOUNTING ELEVATION SIDE ELEVATION
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"
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
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
Rev. Date DescriptionNo.
westbergwhitearchitecture
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ETI
HC
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C-11045EXP.9-2021
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STATE:
ARCHITECT:
CONSULTANT:
08/03/2021 1st DSA Back Check
C:\Users\qkwolek.WWA\Documents\c19041_Building_DSA Backcheck_qkwolek8NKH9.rvt8/10/2021 5:22:56 PM
G005
ACCESSIBILITY ANDSIGNAGE DETAILS
EL SEGUNDO UNIFIEDSCHOOL DISTRICT
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
641 Sheldon Street ElSegundo, CA 90245
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 ELEVATION SIDE ELEVATION
MOUNTING PLATE PER
MANFACTURER. FOR
ANCHORAGE TO C.M.U.
SEE 7/A861
48"
32"
SINGLE DRINKING
FOUNTAIN - SEE SPECS
33"
MIN
. CLR
PLAN
MOUNTING PLATE PER
MANFACTURER. FOR
ANCHORAGE TO C.M.U.
SEE 7/A861
F.F.
33"
MIN
. CLR
MOUNTING ELEVATION SIDE ELEVATION
48"
32"
SINGLE DRINKING
FOUNTAIN - SEE SPECS
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 ELEVATION SIDE ELEVATION
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.
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