Middletown Unified School District, Middletown High School Admin/Science Modernization

FACE OF BUILDINGF.O.B.

CONTRACTOR FURNISHC.F.O.I.OWNER INSTALL

CONTRACTOR INSTALLC.F.C.I. CONTRACTOR FURNISH

OWNER FURNISHO.F.C.I.CONTRACTOR INSTALL

OWNER INSTALLO.F.O.I. OWNER FURNISH

PLASTIC LAMINATEP.LAM.

O.H.W.S.SCREWOVAL HEAD WOOD TONGUE AND GROOVE

DRAWINGS

APPROVAL)

ABBREVIATIONS

PAPER TOWEL DISPENSER

PAPER TOWELPARTITIONDOUGLAS FIRPRESSURE TREATED

REINFORCED

RADIUSRUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDERECEPTACLE

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOISTFLOOR LINEFLASHING

FACE NAIL

GAUGE

FOOTINGFUTURE

FACE OF STUDFIRE RETARDANT

FACE OF MASONRYFACE OF FINISH

F.O.S.F.R.FTG.FUT.

GA.

FIXT.F.J.F.L.FLASH.FLR.F.N.

F.O.C.F.O.F.F.O.M.

R.C.P.

Q.T.

RAD.R.B.

P.T.D.

PTN.P.T.R.

P.V.C.

P.T.D.F.

A.D.AC.T.ACOUS.A/C

A.C.P.A.B.

AREA DRAINACOUSTICAL TILEACOUSTICAIR CONDITIONING

ASPHALT CONCRETEANCHOR BOLT

PAVING

POUND OR NUMBERPROPERTY LINEFLOOR LINE

ANGLE

DIAMETERCENTERLINEAT

AND

REDWOODREFERENCE

REINFORCING

ROOF HATCHROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREWROOM

RAIN WATER LEADER

SOUTH

ROUGH OPENING

ROUND HEAD WOODSCREW

SEE CIVIL DRAWINGSSTORM DRAIN

SOLID CORE

DRAWINGS

SHEET

SIMILARSLIDING

SHEATHING

SHOWER

SECTIONSEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

BEAM

GLASSGLUE LAMINATED

GALVANIZED IRONGRATE ELEVATION

GRAB BARGARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METALGYPSUM BOARD

HOLLOW CORE

GALVANIZED

GROUND

H.C.

GYP.BD.

H.B.

G.B.G.D.

G.S.M.GR.GND.

GLB.GL.G.I.G.E.

HEIGHT

HOUR

HEATING

HIGH POINTHORIZONTALHOLLOW METAL

HARDWAREHARDWOOD

INTERIORINVERT

HOT WATER

INSULATIONINSIDE DIAMETER

& AIR CONDITIONINGHEATING, VENTILATION

H.W.

INV.INT.INSUL.I.D.

HDWE.HDWD.

H.V.A.C.HTG.

HR.H.P.HORIZ.H.M.HGT.

HDR. HEADER

S.E.D.

SHR.SHT.

SIM.SL.

SHTG.

RDWD.

S.BLKG.

RH.W.S.

S.A.D.S.

R.W.L.R.O.RM.

RH.M.S.R.H.RESIL.REINF.REFR.REF.

R.D.

SECT.SEAL.S.DISP.S.D.S.C.D.S.C.

SQUARE

DRAWINGS

SPECIFICATIONSOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDEDSTRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWERSEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPEREDTELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATETOP OF WALLTOILET PAPER DISPENSER

TOE NAILTOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LIGHT

MATERIAL

LOW POINTLIVE LOADLEFT HAND

LAG BOLTLAVATORYLAMINATE

MAT.

LT.

L.P.L.L.L.H.

J.H.JAN.

L.B.LAV.LAM.LAB.

KIT.

JT.JST.

MANHOLEMINIMUM

MEDIUM

MANUFACTURERMEMBRANE

MECHANICALMEDICINE CABINETMACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULARMOISTURE RESISTANT

MIRROR

M.C.M.B.

MIN.MH.MFG.MEMB.MED.MECH.

MIR.MISC.M.O.MOD.M.R.M.T.MTL.

MAX. MAXIMUM

T.O.C.T.O.P.T.O.PL.T.O.W.T.P.D.TRN.

S.M.D.

SPEC.S.P.

SQ.

S.S.D.

S. STL.STO.

STL.STD.STA.

S.S.SQ. FT.

T.B.T&BOT.TEL.TEMP.TER.T&G.

SUSP.

T.J.T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

BD.

APPROX.ARCH.ASPH.

ALT.AL.AGG.

BLDG.BLK.BLKG.BM.

BRG.BRK.

BOT.

BITUM.

CEM.C.B.CARP.CAB.

B.U.R.BTWN.

CLKG.CLG.J.CLG.C.J.CIR.C.I.CER.T.CER.

BRZ.

COMB.COL.C.O.CNTR.

C.M.U.CLS.CLR.

C.W.CTR.CONV.O.CONT.CONST.CONN.CONC.COMP.

DF.D.F.

DIAG.DIA.

DIM.DISP.

DET.

DN.D.O.DR.D.S.D.T.D.W.DWR.

DIV.

CLO.

DOUGLAS FIRDRINKING FOUNTAINDIAMETERDIAGONALDIMENSIONDISPOSALDIVISIONDOWNDOOR OPENINGDOORDOWN SPOUTDRAIN TILEDISHWASHERDRAWER

DETAIL

COLD WATERCENTERCONVECTION OVENCONTINUOUSCONSTRUCTIONCONNECTIONCONCRETECOMPOSITION

BENCH MARK or BEAM

BOARDBITUMINOUSBUILDINGBLOCKBLOCKING

APPROXIMATEARCHITECTASPHALT

CONCRETE MASONRY

COMBINATIONCOLUMNCLEAN OUTCOUNTER

CLOSURECLEARCLOSETCAULKINGCEILING JOIST

UNIT

CEILING

BRICKBEARING

CONSTRUCTION JOINTCIRCLECAST IRONCERAMIC TILECERAMICCEMENTCATCH BASINCARPETCABINET

BUILT-UP ROOFINGBETWEENBRONZE

BOTTOM

ALTERNATEALUMINUMAGGREGATE

TYPICAL

UNLESS OTHERWISE

URINALNOTED

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICALVESTIBULE

VERIFY IN FIELDVINYL TILE

VINYL COMPOSITIONTILE

VERTICAL GRAIN

WESTWITH

WINDOWWOODWATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATERWASH FOUNTAIN

WELDED WIRE FABRIC

WATER RESISTANT

NORTHNATURAL

OVER

NUMBERNOMINALNOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICEOUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/O.A.OBS.O.C.O.D.O.F.OFF.O.F.S.

(NOT PART OF OSA

N.NAT.N.I.C.

NO.NOM.

PAINT

PLATEPERFORATED

FOOTPOUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIRFRAME

FOOTPOUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUAREPROPERTY

PLASTER

P.

P.C.F.

P.E.N.PERF.PL.

PLAS.P.L.F.

PLYWD.P.M.F.

PR.

P.S.F.PROP.

OPP. OPPOSITE

W/O

W.W.F.

W.P.W.R.

WT.

YD.

T.V.TYP.

UNF.U.O.N.

V.C.T.

VERT.VEST.V.G.V.I.F.

UR.

V.W.C.

W.W/W.C.

V.T.R.

W.F.W.H

WDW.WD.

V.T.POINTPULL STATION

POUNDS PER SQUAREINCH

P.STA.PT.

P.S.I.FOOT

E.EA.E.E.E.F.E.J.ELEC.ELEV.E.N.

EQUIV.E.S.E.W.EXP.EXP.B.EXPO.EXT.

F.

ENCL.

F.B.F.BD.F.BELLF.B.O.F.D.FDN.F.E.

FH.M.S.

F.HORN

F.F.F.G.FGL.F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

EXISTINGEASTEACHEACH ENDEXHAUST FANEXPANSION JOINTELECTRICALELEVATIONEDGE NAIL

ENCLOSUREEQUIVALENTEACH SIDEEACH WAYEXPANSIONEXPANSION BOLTEXPOSUREEXTERIOR

FLAT HEAD MACHINESCREW

SCREW

FIRE HORNFIRE HOSE STATIONFLAT HEAD WOOD

FINISH

FLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER

FINISH FLOORFINISH GRADEFIBERGLASSFIRE HYDRANT

CABINET

FIRE ALARMFACE BRICKFIREBOARDFIRE BELLFURNISHED BY OTHERS

FACE

(E)

(N) NEW

T.S. TUBE STEEL

ADJUSTABLEADJ.

GALV. GALVANIZED

CONCRETE PIPE

LP

LC

LF

#

&<@

Ø

HOLLOW STRUC. STL.H.S.S.

SELF ADHERED SHEET MEMBRANES.A.S.M.SELF ADHERED FLEXIBLE FLASHINGS.A.F.F.LAG SCREWL.S.

WEATHER RESISTANT BARRIERW.R.B.

TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

(2000 EDITION IAMPO UNIFORM MECHANICAL CODE WITH 2001 CALIFORNIA AMENDMENTS)

APPLICABLE CODES

ACI-318-95 CODE & COMMENTARY

2001 REVISED NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.

ASD (AISC) MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.

NATIONAL REFERENCE STANDARDS

ADA (AMERICANS WITH DISABILITIES ACT, 1990)NFPA 72, 1999 EDITION, NATIONAL FIRE ALARM CODE, AS AMENDED BY STATE FIRE MARSHAL

2001 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)

2001 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)2005 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)

2001 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)(2000 EDITION IAPMO UNIFORM PLUMBING CODE WITH 2001 CALIFORNIA AMENDMENTS)

2001 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)

(1999 EDITION NATIONAL ELECTRICAL CODE WITH 2004 CALIFORNIA AMENDMENTS)2004 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)

2001 CALIFORNIA BUILDING CODE, VOLUMES 1, 2 AND 3 (PART 2, TITLE 24, CCR)(1997 EDITION UNIFORM BUILDING CODE WITH 2001 CALIFORNIA AMENDMENTS)

2001 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (PART 1, TITLE 24, CCR)

BUILDING CODES AND STANDARDS

ADAAG 28 CFR PART 36

CONSULTANTSELECTRICAL ENGINEERFARD ENGINEERS, INC.309 LENNON LANEWALNUT CREEK CA 94548PHONE : (925) 932-5505FAX : (925) 932.0555

STRUCTURAL ENGINEERZUCCO FAGENT ASSOCIATES1212 FOURTH STREET, SUITE ZSANTA ROSA, CA 95404PHONE : (707) 526-0992FAX : (707) 526-0217

MECHANICAL ENGINEER15000 INC.613 FOURTH STREET, SUITE 203ASANTA ROSA, CA 95404PHONE: (707) 577-0363FAX: (707) 577-0364

MATERIALS

METAL (SECTION)

WOOD, CONTINUOUS (SECTION)

WOOD, BLOCKING (SECTION)

POROUS FILL (SECTION)

PLYWOOD (SECTION)

CEMENT PLASTER (ELEVATION)

EARTH (SECTION)

FINISH CARPENTRY

GYPSUM BOARD (SECTION)

INSULATION, BATT (PLAN & SECTION)

(ELEVATION & SECTION)

INSULATION, RIGID (PLAN & SECTION)

LATH (SECTION)

CONCRETE (SECTION)

CONCRETE MASONRY UNITS(PLAN & SECTION)

CERAMIC TILE (PLAN & ELEVATION)

CEMENT PLASTER W/ EXPANDED

LATH (SECTION)CEMENT PLASTER W/ WIRE

BRICK OR C.M.U. (SECTION)

ACOUSTICAL TILE (SECTION)

PROJECT NOTES

1.

2.

3.

4.

5.

6.

A COPY OF PARTS 1 AND 2, TITLE 24, CCR SHALL BE KEPT ON THE JOB SITE ATALL TIMES.

ALL CHANGE ORDERS AND ADDENDA TO BE SIGNED BY THE ARCHITECT ANDOWNER AND APPROVED BY DSA. CHANGE ORDERS ARE NOT VALID UNTILAPPROVED 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 & I SHEET.

TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCEWITH SECTION 4-335 OF PART 7, TITLE 24 AND THE DISTRICT SHALL EMPLOYANDPAY THE LABORATORY. COSTS OF RE-TEST MAY BE BACK CHARGED TO THECONTRACTOR.

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

INSPECTOR SHALL BE APPROVED BY DSA. INSPECTION SHALL BE INACCORDANCE WITH SECTION 4-333(b) AND 4-342 PART 1, TITLE 24.

CHAPTER 4, PART 1, TITLE 24, CCR, ADMINISTRATIVE REQUIREMENTS(PARTIAL LISTING ONLY)

SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITHSECTION 4-334, PART 1, TITLE 24.

CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMITVERIFIED REPORTS (FORM SSS-6) IN ACCORDANCE WITH SECTION 4-336 AND4-343, PART 1, TITLE 24.

THE ARCHITECT AND THE STRUCTURAL ENGINEER SHALL PERFORM THEIRDUTIES IN ACCORDANCE WITH SECTION 4-333(a) AND 4-341, PART 1, TITLE 24.

THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION4-343, PART 1, TITLE 24.

THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THESCHOOL BUILDING IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANYCONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREINFINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CCR, A CHANGE ORDERDETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO ANDAPPROVED BY THE OFFICE OF REGULATION SERVICES.

7.

8.

9.

10.

11.

SCOPE OF WORKEXISTING BUILDING IS TYPE V-NR CONSTRUCTION.MODERNIZATION OF THE ADMINISTRATION/CLASSROOM BUILDING(BUILDING A). THE WORK IS GENERALLY DESCRIBED AS A COMPLETEREMOVAL OF ALL EXISTING INTERIOR PARTITIONS AND SYSTEMS. NEWWORK INCLUDES NEW WALLS, WINDOWS, DOORS AND FINISHES; NEWELECTRICAL AND HVAC SYSTEMS. EXISTING FIRE ALARM SYSTEM WILLREMAIN BUT WILL BE UPDATED WITHIN THE BUILDING. ALL NEW WORKSHALL COMPLY WITH REQUIREMENTS FOR TYPE V-NR CONSTRUCTION.STUDENT TOILETS & FACULTY TOILETS PER ADA & 2001 CBC TITLE 24REQUIREMENTS.

SYMBOLSGRID LINE INDICATION

ROOM IDENTIFICATIONROOM NAME

ROOM NUMBER

1

A

INTERIOR ELEVATIONDASH INDICATES NO ELEVATION

SECTIONSECTION NUMBERSECTION SHEET

DETAILDETAIL NUMBERDETAIL SHEET

EXTERIOR ELEVATIONELEVATION NUMBERELEVATION SHEET

DOOR NUMBERREFER TO DOORSCHEDULE

WINDOW TYPEREFER TO WINDOWSCHEDULE

LOUVER TYPEREFER TO LOUVERSCHEDULE

PARTITION TYPE INDICATORREFER TO PARTITION LEGEND

WORK POINT(CONTROL or DATUM POINT)

MATCH LINE

FACE OF / TOP OFCENTER OF

C1

1

1

A

101

Room Name

A7.1

1

2

3

-

A5.1A

A8.123

A4.13

101

A

A6

FINISH IDENTIFICATIONFINISH CODE

VICINITY MAP

BIG

CAN

YON

ROAD

MAIN ST. HWY 175

BER

RY

ST.BA

RNES

ST.

BER

RY

ST.

BUSH

ST.

WAS

HIN

GTO

N S

T.JA

CKS

ON

ST.

LIN

CO

LN S

T.JE

FFER

SON

ST.

YOUNG ST.

STEW

ART

ST.

CALISTOGA ST. HWY 29

MIDDLETOWN HIGH SCHOOL15864 WARDLAW STREETMIDDLETOWN, CA 95461

DEFERRED APPROVALVERIFY TYPE OF TRUSS IN FIELD AND PROVIDE TESTING ANDPROCEEDURES TO BE APPROVED BY DSA.INCREASE CAPACITY OR REDUCE LOAD TO (E) JOIST AS REQUIREDTO MEET TESTING REQUIREMENTS.

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG

IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES

AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

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ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET

MIDDLETOWN, CA 95461

4/23

/201

2 3:

14:3

8 PM

AT1TITLE SHEET

07029.00

March 17, 2009

BMP

GS

MIDDLETOWNHIGH SCHOOL

ADMINISTRATION

MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON

ROAD MIDDLETOWN,CA 95461

DSA Application # 01-109372 DSA File # 17-H5 PTN #64055-09

SHEET INDEXT1

MECHANICALAM0.1 TITLE 24 DOCUMENTATIONAM1.1 HVAC SCHEDULES NOTES, DETAILS AND LEGENDAM2.1 BUILDING A HVAC DEMOLITION PLANAM2.2 BUILDING A HVAC PLANAM2.3 BUILDING A HVAC ROOF PLANM3.1 HVAC DETAILS

STRUCTURALS0.1 STANDARD NOTES AND DETAILSS0.2 STANDARD NOTES AND DETAILSS0.3 STANDARD NOTES AND DETAILSS2.0 FOUNDATION PLAN AND DETAILSAS2.1 ROOF FRAMING PLANS8.1 FRAMING DETAILS

THESE DRAWINGS AND/OR SPECIFICATIONS AND/OR CALCULATIONS FOR THE ITEMSLISTED, HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTSWHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE.THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR DESIGN INTENT AND HAVE BEENFOUND TO MEET THE APPROPRIATE REQUIREMENTS OF THE TITLE 24, CALIFORNIA CODEOF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME.

THE ITEMS LISTED OR ATTACHED HAVE BEEN COORDINATED WITH MY PLANS ANDSPECIFICATIONS AND ARE ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTIONOF THIS PROJECT FOR WHICH I AM THE INDIVIDUAL DESIGNATED TO BE IN GENERALRESPONSIBLE CHARGE (OR FOR WHICH I HAVE BEEN DELEGATED RESPONSIBILITY FORTHIS PORTION OF THE WORK).

Gwin C. Stumbaugh, Architect C-14158 / 02-28-09License No./Exp.Date

Date

Name, Title

Signature of Architect/Engineer

ELECTRICALAE0.1 GENERAL NOTES, LEGENDS AND SCHEDULESAE0.2 SCHEDULES AND NOTESAE1.1 ELECTRICAL SITE PLANAE2.1 BUILDING A LIGHTING PLANAE2.2 BUILDING A POWER PLANAE2.3 BUILDING A ROOF PLANAE2.4 BUILDING A DEMO PLANAE3.1 SINGLE LINE AND NOTESE3.2 DETAILSAE3.3 ELECTRICAL PANEL SCHEDULESAE4.1 ELECTRICAL FIRE ALARM SCHEDULES, LEGENDS AND NOTESE4.2 BUILDING A FIRE ALARM PLANE4.3 FIRE ALARM POINT TO POINT DIAGRAM

Middletown High School

Middletown Unified School District

Administration Modernization

ARCHITECTURAL

PLUMBINGP1.1 PLUMBING NOTES, LEGEND AND DETAILSAP2.1 BUILDING A PLUMBING DEMOLITION PLANP2.2 BUILDING A PLUMBING PLAN, DRAIN, WASTE AND VENTAP2.3 BUILDING A PLUMBING PLAN DOMESTIC WATER AND GASAP2.4 BUILDING A PLUMBING PLAN (ROOF)

AT1 TITLE SHEET

AA1.1 SITE PLANAA2.1 DEMOLITION FLOOR PLANAA2.2 NEW FLOOR PLANA2.3 ENLARGED TOILET ROOMS AND DETAILSA3.1 DOOR SCHEDULE, DOOR/STOREFRONT TYPES AND DETAILSA3.2 CASEWORK PLANS, ELEVATIONS & DETAILSAA4.1 EXTERIOR ELEVATIONS, WINDOW TYPES & WINDOW DETAILSAA6.1 REFLECTED CEILING PLAN & ROOF PLANA7.1 INTERIOR ELEVATIONSA7.2 INTERIOR ELEVATIONSA7.3 INTERIOR ELEVATIONSA7.4 INTERIOR ELEVATIONSA7.5 INTERIOR ELEVATIONSAA8.1 EXTERIOR DETAILSA9.1 INTERIOR DETAILSA9.2 INTERIOR DETAILS

Rebid

addendum 3

BUILDING A

E-1

TYPE V NON-RATED

5,777 S.F.

9,100 S.F.

CONCLUSION

AREA RATIOfor mixed occupancies

(1.00 Max.)

AREA INCREASE(UBC/CBC Section 505.1)

DISTANCE TO AN EXIT WAYCBC 305.2.1 & CBC 1007.3.3.1

BASIC ALLOWABLE AREA(UBC/CBC Section 304)

ACTUAL BUILDING AREATOTAL

FIRE SPRINKLERS

BUILDING HEIGHT(CBC TABLE 5-B)

NUMBER OF STORIES(CBC TABLE 5-B)

CONSTRUCTION TYPE(UBC/CBC TABLE 5-A)

OCCUPANCY(UBC/CBC TABLE 3-A)

BUILDING

BUILDING SUMMARY

1

10' < 65'

N/A

9,100 S.F.

N/A

N/A

TOTAL ALLOWABLE AREA

B

TYPE V NON-RATED

2,328 S.F.

8,000 S.F.

1

10' < 65'

N/A

8,000 S.F.

N/A

N/A

8,105 S.F.

5,777 2,3289,100 8,000+ = .63 +.29 = .92

GENERAL NOTESALL WORK SHALL BE IN ACCORDANCE WITH THE 2001 EDITIONS OF THECALIFORNIA BUILDING CODE (U.B.C. WITH CALIFORNIA AMENDMENTS), THECALIFORNIA PLUMBING CODE (U.P.C. WITH CALIFORNIA AMENDMENTS), THECALIFORNIA MECHANICAL CODE (U.M.C. WITH CALIFORNIA AMENDMENTS), THECALIFORNIA ELECTRICAL CODE (N.E.C. WITH CALIFORNIA AMENDMENTS),CALIFORNIA TITLE 24 REQUIREMENTS (PARTS 1 AND 2), AND TITLE 19 C.C.R.

INSTALLATION OF ALL SANITARY FACILITIES ACCESSIBLE TO THE DISABLEDSHALL COMPLY WITH CHAPTER 2-17 OF PART 2 OF TITLE 24 (C.A.C)

CONTRACTORS SHALL NOT SCALE FROM DRAWINGS. VERIFY ALL CONDITIONS,DIMENSIONS, AND UTILITIES IN THE FIELD. NOTIFY THE ARCHITECT OF ANYDISCREPANCIES ON DRAWINGS REQUIRING CLARIFICATION OR REVISIONBEFORE COMMENCING THE WORK.

ALL CRITICAL DIMENSIONS FOR EXISTING CONDITIONS SHALL BE VERIFIED INTHE FIELD BEFORE FABRICATION OR CONSTRUCTION OF NEW WORK.

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREEACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2"BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING1/4" MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM,AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THEDIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE NOTED.

CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVEBEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OFTRAVEL COMPLIES WITH CBC 1133B.

1.

2.

3.

4.

5.

6.

LEGEND

BUILDINGS INCLUDED IN THIS PROJECT

20' WIDE MIN. FIRE TRUCK ACCESS

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREEACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2"BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOTEXCEEDING 1/4" MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT,STABLE, FIRM AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% ANDSLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISEINDICATED. THE CONTRACTOR TO VERIFY THAT ALL BARRIERS ON THE PATHOF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THISPROJECT, AND PATH OF TRAVEL COMPLIES WITH C.B.C. 11338.

ST (E) ACCESIBLE STAFF TOILET

(E) VAN ACCESIBLE PARKINGVP

AT (E) ACCESIBLE STUDENT TOILETS

EFH (E) FIRE HYDRANT

(E) F.D. CONNECTIONFDC

PIV (E) POST INDICATOR VALVE

ADF (E) ACCESIBLE DRINKING FOUNTAINS

(E) ACCESIBLE PARKINGAP

ACCESIBLE ACCESS

LOT NO. 1

PARKING ANALYSIS

PARKING STALL TOTAL 85

ACCESSIBLE PARKINGSTANDARD ACCESSIBLE STALLS 3 REQUIRED 3 PROVIDEDVAN ACCESSIBLE STALLS 1 REQUIRED 1 PROVIDEDTOTAL ACCESSIBLE STALLS 4 REQUIRED 4 PROVIDED

LOT NO. 2PARKING STALL TOTAL 86

ACCESSIBLE PARKINGSTANDARD ACCESSIBLE STALLS 3 REQUIRED 2 PROVIDEDVAN ACCESSIBLE STALLS 1 REQUIRED 2 PROVIDEDTOTAL ACCESSIBLE STALLS 4 REQUIRED 4 PROVIDED

ALTHOUGH THE DESIGN TEAM HAS ENDEAVORED TO SHOW, BASED ON THE OWNERS RECORDDOCUMENTS, EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES WITHIN THE PROJECTAREA, ALL UTILITY LOCATIONS ARE NOT NECESSARILY INDICATED OR KNOWN. WITHOUTLIMITATION, THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN COST FOR ALL WORKEXPENSE, OR SPECIAL PRECAUTIONS CAUSED BY THE EXISTENCE OR PROXIMITY OF UTILITIESENCOUNTERED AT THE SITE OR IN THE PERFORMANCE OF THE PROJECT WORK INCLUDING,WITHOUT LIMITATION, REPAIR OF ANY DAMAGE THAT MAY RESULT INCLUDING ANY DAMAGERESULTING FROM HAND OR EXPLORATORY EXCAVATION. THE CONTRACTOR IS CAUTIONED THATTHE UTILITIES ENCOUNTERED AT THE SITE MAY INCLUDE COMMUNICATION CABLES, ELECTRICALCABLE CONDUCTING HIGH VOLTAGE, GAS PIPING, WATER PIPING, STORM DRAIN LINES, SEWERLINES, IRRIGATION LINES, ETC. WHEN EXCAVATING IN THE VICINITY OF THE DUCTS ENCLOSINGSUCH CABLES, PIPING AND LINES, SPECIAL PRECAUTIONS ARE TO BE OBSERVED BY THECONTRACTOR AT HIS OWN COST AND SHALL INCLUDE THE FOLLOWING: ALL CABLES, PIPING,LINES AND DUCTS SHALL BE EXPOSED BY CAREFUL HAND EXCAVATION SO AS NOT TO DAMAGETHE DUCTS, CABLES, PIPING AND/OR LINES NOR CAUSE INJURY TO PERSON. SUITABLE WARNINGSIGNS, BARRICADES AND SAFETY DEVICES SHALL BE ERECTED WHENEVER NECESSARY ORAPPROPRIATE. FOR PUBLIC UTILITIES, BEFORE DIGGING, TELEPHONE 1-800-642-2444.

UNDERGROUND UTILITY NOTE

TOW AWAY SIGNAPP. 01-102864

HIGHWAY 29

PARKING LOT 2

PARKING LOT 1

CURB RAMPAPP. 01-102864


CURB RAMP APP.01-102864

CURB RAMPAPP. 01-102864 TOW AWAY SIGN

APP. 01-102864



ACC. PARKINGAPP. 01-102864

ACC. PARKINGAPP. 01-102864

ACC

. PAR

KIN

GAP

P. 0

1-10

2864

VP

AP

AP

AP

AP APVPVP

DISTRICTOFFICE

APP.45608

BUILDING DAPP. 44889, 102864AREA: 14,411 S.F.

BLDG.P28APP.43970

BLDG.P27APP.43970

BLDG.P26APP.43970

BUILDING BAPP. 22366, 102864

AREA: 6,734 S.F.

BUILDING AAPP. 22366, 44889AREA: 8,110 S.F.

BUILDING GAPP. 40561, 102864

AREA: 8,865 S.F.

BUILDING HAPP. 5562, 8525,

01-108482, 01-109380

AREA: 8,339 S.F.

BUILDING LAPP. 46252,01-109408

AREA: 2,370 S.F.BLDG. K

APP. 46252,01-109408

BUILDING JAPP. 40561

AREA: 7,580 S.F.

BUILDING MAPP. 22366

AREA: 1,405 S.F.

BUILDING FAPP. 33919, 102864

AREA: 4,855 S.F.

BLDG CAPP.

44889,102864AREA:

1,212 S.F.

BLDG.P24APP.43894

BLDG.P25APP.55969

BUILDING EAPP. 44889,

102864AREA: 4,060 S.F.

BLDG. P32APP. 50706 BLDG.

P37APP.52350

BLDG.P44APP.01-

109101

BLDG.P36APP.52350

BLDG.P35APP.50706

BLDG. P31APP. 50706

BLDG. P33APP. 50706

BLDG. P34APP. 50706

BLDG. P43APP. 56517SER. 2543

BLDG. P42APP. 62588SER. 3545

BLDG. P41APP. 62588SER. 3525

LANDSCAPING

LANDSCAPING

LAND.

LANDSCAPING

LANDSCAPING

LANDSCAPING LANDSCAPINGLANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

LAND.

LANDSCAPING

LANDSCAPING

LANDSCAPINGLANDSCAPING

LANDSCAPING

CONC.

CONC.

LANDSCAPING

LANDSCAPING

(E) A/C PAVING

(E) A/C PAVING

EFH

EFH

EFH

(E) A/C PAVING

(E) A/C PAVING

(E) A/C PAVING

ADF

ST

ST

AT

AT

(E) CONC.WALK

ADF

AT

AT

AT

AT

ST

(E) CONC. WALK

(E) TRANSFORMER


WARDLAW STREET

BIG

CAN

YON

RO

AD

STST

(E) A/C PAVING

(E) A/C PAVING

31' - 6"48' - 0"

64' -

0"

28' -

0"

AREA:5,419 S.F.

TEMPORARYCHAINLINKCONSTRUCTIONFENCE WITH SOLIDFABRIC COVERING

TEMPORARYCHAINLINKCONSTRUCTIONFENCE (DASHED LINE) AA4.01

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PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:1

1 PM

AA1.1SITE PLAN

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1" = 40'-0"1 OVERALL SITE PLAN

B C D E F G120' - 5"

24' -

3"11

' - 0"

31' -

9"

23' - 0" 25' - 0" 24' - 5" 23' - 7" 24' - 0"

GIRLS122

BOYS121

SMALL GROUPINSTRUCTION

119

SCIENCECLASSROOM

117

CLASSROOM115

CLASSROOM114

STORAGE111

ELEC./CUST.

112

CLASSROOM101 OFFICE

102

CLASSROOM109

CLASSROOM110

CORRIDOR108

OFFICE103

OFFICE104

OFFICE107

OFFICE106OFFICE

105

1

2

2 1/2"2 1/2"

67' -

0"

51' -

5 1

/8"

DEMOLITION FLOOR PLAN NOTES(E) DOOR, FRAME & ASSOCIATED HARDWARE TO REMAIN, PROTECT

REMOVE (E) DOOR, FRAME & ASSOCIATED HARDWARE

REMOVE (E) DOOR, FRAME & ASSOCIATED HARDWARE, DELIVER TO DISTRICT

REMOVE (E) WINDOW, ASSOCIATED HARDWARE AND PLASTER & TRIM 12" AROUND WINDOW,PREPARE OPENING FOR NEW WORK

SAWCUT & REMOVE (E) CONC., PREPARE AREA TO RECEIVE NEW PLUMBING & STRUCTURALWORK, S.P.D., AREA SHOWN HATCHED

SAWCUT & REMOVE CONC. CURB, PREPARE AREA FOR NEW WORK

SAWCUT & REMOVE CONC.SIDEWALK, PREPARE AREA FOR NEW WORK

REMOVE (E) TREE, PREPARE AREA FOR NEW CONC.

REMOVE (E) BENCHES, PROTECT BENCHES FOR REINSTALLATION

REMOVE (E) STL. HANDRAIL & POST TO THE NEAREST POST, PREPARE AREA FOR NEW WORK

REMOVE & DELIVER (E) LOCKERS TO DISTRICT, PROTECT. PREPARE AREA FOR NEW WORK

REMOVE (E) FIRE HOSE CABINET, CAP PIPING WITHIN WALLS, PREPARE AREA FOR NEW WORK

REMOVE (E) UNIT, PROTECT FOR REINSTALLATION

REMOVE (E) WATER HEATER

REMOVE (E) TACK/CHALK BOARD

(E) FUME HOOD & ASSOCIATED HARDWARE TO BE REMOVED, CAP ROOF VENT, PREPARE FORNEW ROOFING, S.M.D.

REMOVE (E) MOP SINK. CAP DRAIN & WATER LINE IN WALL, S.P.D.

REMOVE & PROTECT (E) D.F., DELIVER TO DISTRICT. CAP WATER & SEWER IN WALL, S.P.D.

REMOVE & RELOCATE (E) HOSE BIBB, SEE NEW FLOOR PLAN & S.P.D.

REMOVE (E) PROJECTOR MOUNTING BRACKET

REMOVE GYP. BD. CEILINGS TO FRAMING

PREPARE WALL & CONC. SLAB FLOOR TO RECEIVE NEW COLUMN, S.S.D.

REMOVE (E) RANGE, WASHER & DRYER

REMOVE (E) REFRIGERATOR

(E) SHEET METAL ELECT. CONDUIT COVER TO REMAIN, PAINT, S.E.D.

REMOVE (E) DRINKING FOUNTAIN, PREPARE AREA FOR NEW WORK

REMOVE (E) WALL FINISH, PREPARE AREA FOR NEW WORK, SEE AA2.2 NEW FLOOR PLAN &AA4.1 EXTERIOR ELEVATIONS

REMOVE (E) WALL FINISH FOR NEW HOSE BIBB CABINET, SEE AA2.2 NEW FLOOR PLAN &AA4.1 EXTERIOR ELEVATIONS

REMOVE (E) HOSE BIBB, PREPARE AREA FOR NEW WORK, S.P.D.

REMOVE (E) DRYER VENT, PREPARE AREA FOR NEW WORK, S.P.D.

REMOVE (E) CONDUIT FROM WALL, PREPARE AREA FOR NEW WORK

(E) BENCHES TO REMAIN, PROTECT

REMOVE & RELOCATE (E) SPINKLERS AT NORTH SIDE TO ALLOW FOR NEW CONC. WALK

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

18

17

21

19

22

23

24

20

26

25

27

28

29

30

31

32

33

DEMOLITION GENERAL NOTESDEMOLITION SHALL NOT BE STARTED IN ANY AREA UNTIL ALL POWER, GAS, WATER,AND OTHER PERTINENT UTILITIES HAVE BEEN DISCONNECTED.

THE DEMOLITION CONTRACTOR SHALL COORDINATE HIS WORK WITH THEELECTRICAL, MECHANICAL, AND PLUMBING CONTRACTORS FOR THE PURPOSE OFDISCONNECTING POWER AND OTHER SERVICES WHICH MAY BE DISTURBED BYTHE DEMOLITION.

IT SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO VISIT THESITE PRIOR TO SUBMITTING A BID FOR THE WORK. ANY EXISTING CONDITIONSOBSERVED WHICH WILL AFFECT THE DEMOLITION NOT OTHERWISE INDICATED INTHESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

DEMOLITION PLANS ARE TO ASSIST THE CONTRACTOR IN THE GENERALDETERMINATION OF THOSE ITEMS TO BE REMOVED AND RELOCATED.CONTRACTOR IS TO REVIEW ALL DRAWINGS AND SPECIFICATIONS TO DETERMINETHE COMPLETE SCOPE OF DEMOLITION.

REFER TO THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THEEXTENT OF DEMOLITION WORK. EXISTING ITEMS ARE SHOWN AS ACCURATELY ASPOSSIBLE WITH THE INFORMATION AVAILABLE. ANY DISCREPANCIES ORDISCOVERY OF UNFORESEEN ITEMS SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT BEFORE DEMOLITION PROCEEDS.

THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING ANDBRACING REQUIRED TO SUPPORT ANY BUILDING ELEMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGE TOEXISTING ITEMS TO REMAIN AS PART OF THE RECONSTRUCTION.

A HAZARDOUS MATERIAL PROGRAM ABATEMENT PROGRAM HAS BEENESTABLISHED BY THE OWNER'S CONSULTANT. SEE SPECIFICATIONS FORHAZERDOUS MATERIALS IDENTIFIED WITHIN THE WORK AREA AND THE RELATEDABATEMENT PRODEURES.

REMOVE ALL UTILITIES NOT IDENTIFIED AS REMAINING. ACCURATELY RECORD ONA COPY OF THE SITE PLAN THE LOCATION OF ALL CAPPED UNDERGROUNDUTILITIES WHERE UTILITIES HAVE BEEN REMOVED TO THE STREET, INCLUDELOCATION, INVERT, TYPE OF UTILITY, TYPE OF MATERIAL FOUND AND METHOD OFCAPPING USED.

LOCATION OF CONSTRUCTION FENCE TO BE AS INDICATED ON SITE PLAN ANDCOORDINATED WITH CONTRACTORS ACTIVITIES AS THEY OCCUR.

PROTECT ALL (E) WINDOWS TO REMAIN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

DEMOLITION SHEET NOTESEXTERIOR WALL FINISH TO REMAIN, U.O.N.

REMOVE AND ABATE (E) CARPET & MASTIC, VINYL TILE & MASTIC, ASBESTOSTILE & MASTIC COMPLETE, TYP.

REMOVE (E) INTERIOR WALLS, DOORS, WINDOWS, CASEWORK, TOILETS, SINKS,TOILET PARTITIONS, WALLS COMPLETE, UNLESS OTHERWISE NOTED PER PLAN.

REMOVE AND ABATE (E) GYP. BD. & JOINT FILLER COMPOUND COMPLETE, TYP.

REMOVE (E) FINISHES TO STUDS AT ALL WALLS.

REMOVE (E) PLUMBING, ELECTRICAL & MECHANICAL, S.P.D., S.E.D. & S.M.D.

REMOVE (E) SUSPENDED CEILING COMPLETE.

1.

2.

3.

4.

5.

6.

7.

DEMOLITION WALL LEGENDEXISTING WALLS TO REMAIN,REMOVE FINISHES TO STUDS, TYP.

EXISTING WALLS TO BE REMOVED

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PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:1

4 PM

AA2.1DEMOLITION FLOOR PLAN

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/8" = 1'-0"1 DEMOLITION FLOOR PLAN

8 108884 4 425

23

23

24

1

1

6

11

6

11

6 11 6 611

11

33

2

14

44 4

15 15

15

15

15

15

15

17

16

18

6

11

19

21

21

21

21

21

21

20

7

4

ABOVE

13

24

55

22

6

12

11

6

5

5

5

5

5

1/2" 1 7/8" 2 31/32" 2 31/32"

1 15/16" 6 11 1 31/32" 1 31/32"

29

19

addendum 3

3/8"4

ABOVE

30

27628

12

26

ABOVE &BELOW

15/32"4

31

5TYP.

9

32

33

7

AAA2.2

BAA2.2

B C D E F G120' - 5"

23' - 0" 25' - 0" 24' - 5" 23' - 7" 24' - 0"

67' -

0"

RN.I.C.

VN.I.C.

U

SCIENCECLASSROOM

116

SCIENCECLASSROOM

117

STORAGE111


119

BOYS121

GIRLS122

OFFICE108

OFFICE109

CONF.110

SCIENCEWORKROOM

118

CLASSROOM114

CLASSROOM115

WOMEN107

MEN106

TEACHERSWORKROOM

105

LOBBY101

COUNS.RECEPT.

102COUNS.OFFICE

103

COUNS.OFFICE

104

ELEC./CUST.

112

STOR./COPIER

113

F

R

CLOSET120

ALCOVE101A

A2.32

A2.36

67

3 4

5

8

10

11

12' - 5" 23' - 0" 9' - 0" 42' - 9" 33' - 3"

5' - 0" 14' - 8" 16' - 3"

67' -

0"

16' -

1"15

' - 8"

7' - 1

0"7'

- 7"

12' -

7"7'

- 3"

3' - 8

"

24' -

3"7'

- 0"

35' -

9"

12' - 5" 9' - 4" 32' - 7" 10' - 1" 28' - 0" 28' - 0"

12

13

14

15

16

20

2122

23

24

25

26

27

28

6' - 0"17

9

1 2

18

A B

9' - 9

"

1

2

4AA8.1 4

AA8.1

A3.221

A3.222

A3.227

A3.227

A2.34

2 1/2" 2 1/2"

19

3A3.1

3A3.1

37"

4' - 5"

4' - 5

"30x48CLR

5' - 0"

CLR.

15"

24"

W D

CLR30x48

CLR

30x4

8

CLR30x48

CLR30x48

CLR30x48

CLR30x48

CLR

30x4

8

CLR30x48

CLR

30x4

8

CLR30x48

CLR30x48

CLR

30x4

8

CLR30x48

24 LOCKERS

99 LO

CKER

S81

LOCK

ERS

27 LOCKERS33 LOCKERS

33 LO

CKER

S

30 LO

CKER

S

30 LC

KRS

42 LO

CKER

S

CLR

30x4

8

1/4":ft.SLOPEMAX.

1/4":ft.SLOPEMAX.

11' - 9"11' - 9"3' - 9"

7' - 0" 7' - 0" 19' - 9" 15' - 6"

ABV. & BLW. ABV.

4AA8.1 TYP.

5% SLOPEMAX.

24"24"

50' -

11"

2%

SLO

PEM

AX.

5%SL

OPE

MAX

.

2%

SLOPEMAX.

2%

SLOPEMAX.

2%

SLO

PEM

AX.

8' - 0

"

8' - 0

"

ALIG

N

ALIGN

ALIG

N

ALIGN

4' - 4

"

48x1

2x84

48x12x84

48x1

2x84

48x1

2x84

36x12x84

AA4.041

AA4.042

RFI 6.11

RFI-501

RA-62

RA-61 C

LR30

x48

CLR

30x4

8

CLR

30x4

8

NEW FLOOR PLAN NOTESAT AREA TO RECIEVE NEW COLUMN, PATCH & REPAIR WALL PLASTER AND CONC. SLAB FLOORTO MATCH ADJACENT IN FINISH & TEXTURE, S.S.D.

INSTALL NEW LOCKERS, PROVIDE NEW CONC. CURBS, TYP., SEE PATCH & REPAIR (E)CEMENT PLASTER TO MATCH IN FINISH & TEXTURE, PAINT

(N) CONC. WALK, SEE PROVIDE A SMOOTH FLUSH TRANSITION, TYP. SEE

PATCH & REPAIR (E) CONC. SLAB, PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEEAREA SHOWN HATCHED

PROVIDE A FLUSH SMOOTH SURFACE @ (E) HANDRAIL, PAINT TO MATCH (E)

(N) ACCESSIBLE HIGH/LOW DRINKING FOUNTAIN, SEE PATCH & REPAIR (E) PLASTER TOMATCH ADJACENT IN FINISH AND TEXTURE, PAINT

(N) 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG & CABINET, SEE DETAIL

(N) MARKERBOARD, SEE

(N) FUME HOOD, VENT THRU ROOF, S.M.D.

(N) RANGE HOOD, VENT THRU ROOF, S.M.D.

(N) HOSE BIBB CABINET, S.P.D.

(N) RANGE, WASHER & DRYER, VERIFY IN WORKING CONDITION

(N) REFRIGERATOR & FREEZER, VERIFY IN WORKING CONDITION

INSTALL NEW WINDOWS & ASSOCIATED HARDWARE, TRIM, PAINT, PATCH & REPAIR (E) CEMENTPLASTER TO MATCH IN FINISH & TEXTURE, PAINT. SEE EXTERIOR ELEVATION SHEET AA4.1

PATCH & REPAIR EXTERIOR (E) CEMENT PLASTER TO MATCH IN FINISH & TEXTURE, PAINTSEE EXTERIOR ELEVATION SHEET AA4.1

(N) EYE WASH STATION, S.P.D.

(N) CEILING MOUNTED PROJECTOR BRACKET, SEE

(N) CEILING MOUNTED PROJECTION SCREEN, SEE DETAIL

(N) F.A.C.P., S.E.D.

INFILL WINDOW ABOVE, PATCH & REPAIR (E) CEMENT PLASTER TO MATCH IN FINISH & TEXTURE,PAINT. SEE EXTERIOR ELEVATION SHEET AA4.1

(N) CHASE BEHIND CABINETS, SEE

(N) BEAM ABOVE, SEE REFLECTED CEILING PLAN ON SHEET AA6.1, S.S.D.

(N) MOP SINK, S.P.D.

(N) DRYER VENT IN WALL, PATCH & REPAIR FINISHES TO MATCH IN FINISH &TEXTURE, S.M.D., PAINT

(N) WALL MOUNTED 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG


(N) DISPLAY CASE, SEE DETAIL

ACID STORAGE CABINET

FLAMMABLE LIQUIDS STORAGE CABINET

IDF CABINET, S.E.D.

PATCH & REPAIR FINISHES TO MATCH IN FINISH & TEXTURE AROUND REMOVED(E) DRYER VENT IN WALL, PAINT

PATCH & REPAIR FINISHES TO MATCH IN FINISH & TEXTURE AROUND REMOVED(E) HOSE BIBB IN WALL, PAINT

PATCH AND REPAIR (E) CEMENT PLASTER TO MATCH ADJACENT IN FINISH AND TEXTURE ATREMOVED (E) CONDUIT FROM WALL, PAINT

ACCESSIBLE LOCKERS (399x 1%= 3.99 REQUIRED - 4 PROVIDED)PROVIDE ACCESSIBLE LATCH & SYMBOL AT CENTER LOCKER

REINSTALL (E) BENCHES

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

17A9.1

5A9.1

9A9.1

4AA8.1

11AA4.1

3AA8.1

24

25

26

27

3A9.1

9A3.2

12AA8.1

13A3.2

28

29

30

31

4AA8.1

32

33

34

35

NEW WALL LEGENDEXISTING WALLS TO REMAIN, PROVIDE BATT INSULATION (R-19) AT ALLEXTERIOR WALLS & SOUND INSULATION AT ALL INTERIOR WALLS, TYP.

NEW WALLS, SEE WITH SOUND INSULATION, TYP. ALL WALLS

NEW WALL INFILL, SEE W/ SOUND INSULATION, TYP.

1A9.1

1A9.1

2AA8.1

NEW SOUND WALLS AT ROOMS 106 & 107, SEE2

A9.1

BASE

ROOMNUMBER

FLOOR FINISH

FLOOR FINISH SCHEDULEROOMNAME

XXXX X

Floor:

Base:

Note:1. DASHED LINE IN ROOM FINISH CODE ON FLOOR PLAN

INDICATES NO FIELD-APPLIED FINISH REQUIRED.

1. CARPET: TYPE 1A & 1B2. V.C.T.: TYPE 2A & 2B3. RESINOUS FLOORING4. CONCRETE

A. RESILIENT, SEEB. INTREGRAL COVED, SEE

1A9.2

8A9.2

1 HOUR OCCUPANCY SEPARATION WALLS TOEXTEND TO UNDERSIDE OF (E) ROOF STRUCTURE

2A9.2

3A9.2 TYP.

TYP.

FINISH FLOOR0"

Top Plate10' - 0"

1 2


119

OFFICE109

LOBBY101

A9.22

FINISH FLOOR0"

Top Plate10' - 0"

B C D E F G

GIRLS122


119STORAGE

111

SCIENCECLASSROOM

117

SCIENCECLASSROOM

116

SECTION NOTES(N) METAL WALL PANELS OVER (E) WOOD SIDING AT PARAPET, SEE

(E) 2x6 EXTERIOR WALL WITH R-19 BATT INSULATION, TYP.

2x6 INTERIOR WALL WITH SOUND INSULATION, TYP.

(E) ROOF FRAMING

(E) ROOF TRUSSES @ 8'-0" o.c.

REMOVE AND REINSTALL (E) SHEET METAL FLASHING TO ALLOW FORATTACHMENT OF METAL PANELS AND REROOFING, PAINT, TYP ALL AROUND

NEW SINGLE PLY THERMOPLASITIC CLASS A ROOFING SYSTEM

R-30 INSULATION ATTACHED TO UNDERSIDE ROOF SHEATHING

1

2

3

4

5

17AA8.1

6

7

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© T

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THE

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IS P

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HIB

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.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:1

9 PM

AA2.2NEW FLOOR PLAN

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/8" = 1'-0"1 NEW FLOOR PLAN

3" = 1'-0"2 1 HR OCC. SEPARATION WALLS

2

22

13

12

12

10

12

10

13

8

5

9

42

22

4

6

4 4 4 4

2

2B A 2B A

2B A

2A A

2B A

2B A

3 B

3 B

3 B

3 B

2A A

2A A

1A A

1A A 1A A1A A

1A A1A A

1A A

1B A 1B A

1A A

32

18

18

18

1818

22

21

21

17

17

17

17 17

23

4 A

19

2624

7

2525

25

2525

27

16

16

3

28 29

1/8" = 1'-0"A CROSS SECTION

1/8" = 1'-0"B LONGITUDINAL SECTION

2A A

2A A

1414

14

1

11

1 1

2

2

32

54

54

32

PROVIDE LABCASWORK TYP.

THIS ROOM

PROVIDE LABCASWORK TYP.

THIS ROOM

30

NOTE:1. PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

2. PROVIDE 1/4" MAX. AT ALL ACCESSIBLE DOOR EXITWAYS

34

34

34

3

addendum 3

1414 14

32

3420

31

3320

15 2 3ABV.BLW.

15

1 1 1 1 1 1 1 1 1

14

1 1 1 1 1 1 1

4

11

1111

66

66

33

2

2

4

21

21

21

44

4

7

7

35

3

8

8

B

5'-0" DIA.CLR.

30"X48"CLR.

30"X48"CLR.

5'-0" DIA.CLR.

BOYS121

GIRLS122

1

11

18"

36" 6"

5' - 0" CLR.5' - 6"

1 1

7AA8.1

----

7AA8.1

7AA8.1

SIM.

30"X48"CLR.

2

2

18"

18"

18"

18"

60"

2' - 10 1/16"28" MIN.

36"

18"

18"

18"

5' - 0" CLR.

6" 36"

3' - 0 25/32" 3' - 0 21/32"EQ. EQ.

36"

5' - 0

"

36"

2' - 10 1/16"28" MIN.

12"

42"

12"

42"

4

4

2' - 6

"

F.D.

F.D.

15"

B

5'-0" DIA.CLR.

5'-0" DIA.CLR.

1

2

WOMEN107

MEN106

12"

42"

18"

6" 36"

2' - 11"

18"

30"X48"CLR.

30"X

48"

CLR

.

2AA8.1

18"

2' - 7

"

4' - 7

"

4' - 10"

12"

1

12" 42"

36"

6"

9 5/8"

12" MAX.

4' - 5 3/8"48" MIN.

3

3

ENLARGED TOILET NOTESPLUMBING FIXTURE, S.P.D.

ACCESSIBLE PLUMBING FIXTURE, S.P.D.

(N) SOUND WALL SEE DETAIL

PROVIDE SOUND INSULATION AT (E) FRAMED WALL

1

22

A9.13

4

A

B

C

D

E

F

G

H

K

J42" MIN.

60" MIN. CLR.

GHGH

F

D

E

BCC BK JA

L

F

9" MIN

.

9" MIN

.

6"MAX.

8"MIN

.18"

MIN.

29"

MIN

.

30"

15"MIN.

15"MIN.

14"MIN.

52"

48"

44"

MAX

.

MIN

.

MAX

.

MIN

.

MAX

.

27"

MIN

. MAX

.

MAX

.

X

42" MIN.12" MAX.

24"MIN.

42" CLR.

32" CLR.

19"

MIN

.

18"

33" -

36"

36" MIN. 6"MAX.

12MIN.

36" MIN.

12"MIN.

6"MAX.

33"

32" CLR.

18"

48" MIN.

24"MIN.

X

42" MIN.12" MAX.36" MAX.

19"

MIN

.

3'-0" MAX. 3'-0" MAX.

WALL OR FLOOR MOUNTED TOILET TANK TOILET

URINALLAVATORYACCESSORIES WASH FONT

DRINKINGFOUNTAIN

FLOORLINE

SANIT.NAPKIN/TAMPON

DISPENSER

SOAPDISP.

PAPERTOWELDISP.

CABINETTOWELAND

WASTE CUPS

MIRROR

SHELF

HANDDRYER

SEATC0VERS

COATHOOK

INSULATE HOT WATERAND WASTE LINE.

SANITARYNAPKIN

DISPOSAL

KNEECLEARANCE

TOECLEARANCE

FRONT SIDE FRONT SIDE

TOILET PAPERHOLDER WITHOUTSTOPS

FLUSH LEVERWIDE SIDE

SIDE FRONT

SIDE FRONT

LEVER FAUCETCONTROLS

X= 52" MINIMUM WHERE WATER CLOSETSARE IN STALLSX=54" MINIMUM WHERE WATER CLOSETSARE NOT IN STALLS

TOILET PARTITION

GRAB BARw/ STRUCANCHORAGE,TYPICAL

AT TOILET STALL

3" MAX. PROJECTION FROMWALL, AT ACCESSIBLESTALL, TYP.

LOCATION OFSEAT COVER DISP.AT ACCESSIBLE STALL

SOAP DISPENSER

BOTTOM OF MIRROR

ITEM

TOP OF SINK

BOTTOM OF SINK APRON

URINAL LIP HEIGHT

URINAL FLUSH HANDLE HEIGHT

C GRAB BARL

TOILET SEAT

TOILET PAPER DISPENSER

DRINKING FOUNTAIN BUBBLER HT.

DRINKING FOUNTAIN KNEE SPACE

PAPER TOWEL DISP./ELEC. HAND DRYER

TOILET SEAT COVER DISPENSER

MOUNTING DIMENSION (CBC TABLE 1115B-1)

LEVER ORAUTOMATICFLUSH VALVE

12MIN.

TOILET PAPERHOLDER WITHOUTSTOPS

FLUSH LEVERWIDE SIDE

NOTES:1. THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THE CBC REGULATIONS AND IS INTENDED

ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION.2. NOT ALL ITEMS SHOWN ARE NECESSARILY INCLUDED IN THIS PROJECT. SEE INTERIOR ELEVATIONS.3. DIMENSIONS NOTED APPLY UNLESS NOTED OTHERWISE ELSEWHERE.4. REFER TO SPECIFICATIONS FOR TYPE OF ACCESSORIES REQUIRED.5. PROVIDE SOLID BACKING FOR ALL ACCESSORIES.6. ELEVATIONS SHOWN HEREIN REPRESENT TYPICAL REQUIREMENTS. SEE ELSEWHERE FOR PROJECT

SPECIFIC VARIATIONS.7. INSTALL OF ALL SANITARY FACILITIES ACCESSIBLE TO THE DISABLED SHALL COMPLY WITH THIS DETAIL

AND CHAPTER 11, 1998 CALIFORNIA BUILDING CODE, AND ADA.

40" MAX.

40" MAX.

34" MAX.

29" MIN.

44" MAX.

33"

12" MAX.

17" - 19"

17" MAX.

36" MAX.

27" MIN.

40" MAX.

40" MAX.1 1

/2" C

LR.

1 1/2"

CLR

.

1 1/2"

CLR

.

2x6 BLOCKING w/ A35 CLIPEACH END, TYP.

M.R. GYP. BD.

HANGER w/ #12 x 2" F.H.W.S.INTO STUDS OR SOLID BLOCKING,MIN. 1" PENETRATION

SET SCREW

STAINLESS STEEL FRAME

MIRROR

HANGER w/ #12 x 2" F.H.W.S.INTO STUDS OR SOLID BLOCKING,MIN. 1" PENETRATION

SANITARY WALL COVERING

40" A.F.F.

FLOOR FINISH

TOILET PARTITION

TOILET PARTITION

TOILET PARTITION - HEADRAIL

TOILET PARTITION - PILASTER SHOE

CONT. ALUM. WALL BRACKET

TOILET PARTITION: PANEL TO WALL

TOILET PARTITION

CONT. ALUM. BRACKET

WALL FINISH: SEE FINISH SCHEDULE

STUD WALL

TOILET PARTITION

PILASTER

TOILET PARTITION: PANEL TO PILASTER

HEAVY DUTY ALUMANTI-GRIP HEADRAIL

1/4" DIA. S.STL. TAMPER-PROOFSHOULDER SCREW w/ BARRELNUTS, 2 MIN. EA. PILASTER

2x8 BLOCKING AT 24" o.c. w/ A34CLIPS EACH SIDE, EACH END

#14 S.STL. TAMPER PROOF R.H.W.S.1-1/2" MIN. PENETRATION INTO BLKG.

20 GA. S.STL.SHOEw/ LEVELINGDEVICE

(2) 3/8" DIA. S.STL. TITEN-HDANCHORS

#12 TAMPER-PROOFSCREWS THROUGHPILASTER AT 18" O.C.3"

1 1/2"Ø GRAB BAR

COVER PLATE

5/8" M.R. GYP. BD.


4x6 SOLID BLKG w/ A34-A2CLIPS, TOP & BOT., TYP.EA. END

3- #14 x 3" S.S. R.H.W.S., 1 1/4"MIN. PENETRATION INTO BLOCKING

1 1/2"

SCIENCECLASSROOM

117

30"X48"CLR.

30"X

48"

CLR

.

30"X48"CLR.

4' - 5"

26' - 0"

8' - 10"

22' -

2 1/4"

9' - 0

"

18' - 2"

NEW ENLARGED FLOOR PLAN NOTESREINSTALL REFINISHED (E) CASEWORK, COUNTERTOPS & (N) ASSOCCIATED HARDWARE, TYP.

(N) FAUCETS AT (E) CASEWORK, TYP. THIS ROOM, S.P.D.

(N) ELECTRICAL OUTLETS AT (E) CASEWORK, TYP. THIS ROOM, S.E.D.

(N) SCEINCE CASEWORK TO MATCH (E) WITH (N) PLAM COUNTERTOPS, SEE INTERIOR ELEVATIONS

(N) CHASE BEHIND CABINETS, SEE

1

2

3

4

5 9A3.2

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

E D

RAW

ING

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INST

RU

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AN

D A

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THE

SOLE

PR

OP

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OF

TLC

D A

RC

HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:1

5 PM

A2.3

ENLARGED TOILETROOMS AND DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"2 ENLARGED TOILET ROOMS

1/4" = 1'-0"6 ENLARGED TOILET ROOMS

1/4" = 1'-0"18 TYPICAL ACCESSIBLE FIXTURE MOUNTING HEIGHTS

3" = 1'-0"7 MIRROR ATTACHMENT

3" = 1'-0"8 TYPICAL TOILET PARTITION DETAIL

3" = 1'-0"3 GRAB BAR ANCHORAGE

1/4" = 1'-0"4 ENLARGED SCIENCE CLASSROOM

3

5

5

4

4

1

1

4

2 2

2

3

1

3

A FLUSH B FLUSH w/ LITE C FLUSH w/ LITE D FLUSH w/ LITE

24"

6"

6" 6" 6" 6"

6"48

"

42"

6"

6"6"

12"

6"

60"

1SINGLE LEAF

2SINGLE LEAF W/ LITE

2" TYP.

2" T

YP.

12"

TEMP.GLAZING,TYP.

STORFRONT @ RECEPTION EXTERIORA

± 19' - 5" (V.I.F.)3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4"3' - 4 1/4"EQ. EQ. EQ. EQ.

1' - 8

" TYP

.3'

- 6" T

YP.

3' - 6

" TYP

.

5A3.1

8A3.1

7A3.1

STORFRONT @ COUNS. EXTERIORB

± 11' - 1" (V.I.F.)3' - 11 7/16" 3' - 11 7/16"EQ. EQ.

± 8'

- 8" T

YP. (

V.I.F

.)

GLASS TYPE 1 -TRANSPARENTGLAZING, TYP.

GLASS TYPE 2 -TRANSLUCENTGLAZING, TYP.(SHADED)

5A3.1

Door side

Varies

1 15/16"

1 9/16"

5/8"

2"

1/2"

BEND TAIL PIECE AROUNDFRAMING MEMBER, TYP.

16 GA. GALV. STEEL FRAMEANCHOR (4 PER JAMB, 2PER HEAD), FACTORYWELDED IN PLACE(2) #8 SCREWS EACHSIDE INTO STUD

16 ga. METALFRAME

FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME


DOOR

METAL FRAME FOR ATTACHMENTSEE

HEAD SIM.

1A3.1

1/8" 1/2"

1'-0

"

1"

5"

9 5/

8"

5"3'

-0"

5'-0

"

2 3/4"

EQU

ALEQ

UAL

9 5/

8"

C

KICK PLATE

LOUVER

L

TOILET ROOM I.D.SYMBOLS WHEREOCCUR

SIGNAGE ATACCESSIBLERESTROOM

REINFORCINGHARDWARE

10A3.1

10A3.1

HEAD SIM.

1A3.1

FINISH PER EXTERIOR ELEVATIONTO RUN UNDER FRAME


DOOR


1/8" 1/2"

PLYWOOD, BOTH SIDES

GYP. BD., BOTH SIDES

(N) FRAMING, S.S.D.

APPLIED STOP

RATED HOLLOW METAL FRAME &FRAME ANCHORS PER

GLAZING

1A3.1

JAMB SIM.

1/2"

1/2" MIN.PENETRATIONOF FINISH

12"

12"

12"

12"

6"

ACCESSIBLETOILET ROOM

GEOMETRIC RESTROOM SIGNS

GIRLS BOY'S

A B

D E FG

THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THEDOOR AT A HEIGHT OF 60". THEIR COLORS SHALL BE DISTINCTLYDIFFERENT FROM AND SHALL CONTRAST TO THE COLOR OF THEDOOR.

BRAILLE AND RAISED CHARACTER SIGNS

A B

ON DOORWAYS LEADING TOWOMEN'S (OR GIRLS)SANITARY FACILITIES, USE ACIRCLE 1/4" THICK & 12" INDIAMETER.

ON DOORWAYS LEADING TO MEN'S(OR BOY'S) SANITARY FACILITIES,USE AN EQUILATERAL TRIANGLE 1/4"THICK WITH EDGES 12" LONG &VERTEX POINTING UPWARD

BOYS TOILETGIRLSJr - ARROW TO RIGHTJl - ARROW TO LEFT

SIGN NOTES:1. ALL SIGNS SHALL HAVE BOTH RAISED LETTERS AND BRAILLE MESSAGES. LETTERSAND NUMERALS SHALL BE RAISED 1/32" AND SHALL BE SANS SERIF UPPERCASECHARACTERS BETWEEN 5/8" AND 2" IN HEIGHT. BRAILLE SHALL BE CALIFORNIA CONTRACTGRADE II BRAILLE 1/10" ON CENTER IN EACH CELL W/ 1/20" SPACE BETWEEN CELLS.BRAILLE DOTS ARE RAISED 1/40" ABOVE THE BACKGROUND. ALL SIGNS SHALL COMPLYWITH T-24, SEC. 1117B.5 - 1117B.5.10 . ALL BRAILLE COMPONENTS SHALL BE AN INTEGRALPART OF THE SIGN. APPLIED STRIPS ARE NOT ACCEPTABLE.COMPONENTS SHALL BE AN INTEGRAL PART OF THE SIGN. APPLIED STRIPS ARE NOTACCEPTABLE.

2. LETTER STYLE SHALL BE SANS SERIF UPPERCASE. STROKE SHALL BE BETWEEN 10AND 20 PERCENT OF CHARACTER HEIGHT. WIDTH OF CHARACTER IS BETWEEN 60 AND100 PERCENT OF HEIGHT. LETTERS & BRAILLE SHALL BE IN CONTRASTING COLORS TOTHE BACKGROUND. COLORS SHALL BE AS SELECTED BY THE ARCHITECT.

3. THE SIGNS INDICATED ARE FOR CONCEPT & CONTENT ONLY. THE CONTRACTOR SHALLSUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW. SHOP DRAWINGS SHALLSHOW EXACT LAYOUT & CONTENT.

4. SEE DOOR SCHEDULE FOR SIGN SCHEDULE.

5. SIGNS SHALL HAVE A NON-GLARE FINISH.

6. BRAILLE SHALL BE BELOW RAISED CHARACTERS WITH A 1/2" SPACE BETWEEN.

12"

12"BOY'S

C

ON DOORWAYS LEADING TO MEN'S(OR BOY'S) SANITARY FACILITIES,USE AN EQUILATERAL TRIANGLE 1/4"THICK WITH EDGES 12" LONG &VERTEX POINTING UPWARD

C

8" SQ. EXIT

H

Braille

FOR USE AT EXITS WHEREILLUMINATED EXITSIGNAGE IS REQUIRED.MOUNT AT 60" A.F.F.

Braille,typ.

8" SQ.

G109STAFF

(4) VANDALPROOF SCREWSAT EXTERIORLOCATIONS

3/4" HIGHLETTERSDENOTINGROOM NUMBER, PERFLOOR PLAN

5/8" HIGH LETTERSDENOTING ROOMTITLE, SEE "REMARKS"ON DOOR SCHEDULE

CA BRAILLE SYMBOLS,TYP. TO MATCHRAISED LETTERING

6"

4"

1"

J

6"

10"

(B) DISPLAY CONDITIONS

ASSISTIVELISTENINGSYSTEMAVAILABLE

ALS symbol

K

1/2"

MAX.

CARPET

VINYL REDUCER STRIP

FINISH PER PLAN

CONC. FLOOR

METAL RECEIVER

"J" MOULD & BACKERROD & SEALANT

FRAMING

GYP. BD., TYP.

1/4" SHIM WITH SEALANT& BACKER ROD, TYP.

6" STOREFRONT

EXTERIOR PLASTER

CONT. NAILER TOMATCH WALL FINISHTHICKNESS

3/8"x2 1/2" L.S. @16" o.c., 6" MAX. FR/ENDS

4 1/2"

3/8"x2 1/2" L.S. @16" o.c., 6" MAX. FR/ ENDS

SEALANT & BACKERROD, TYP.

STOREFRONT GLAZING, TYP.

(E) CONC. FLATWORK

HEADER, S.S.D.

CEMENT PLASTERSYSTEM

5/8" TYPE XGYP. BD., TYP.

(E) PLYWOODSOFFIT, TYP.

101

EXTERIOR

(E) BOTTOM CORD

SHIM

3/8"x3 1/2" EXP. BOLT @16" o.c., 6" MAX. FR/ ENDS

BACKER ROD & SEALANT

SUSPENDED CEILINGSYSTEM

FINISH PER PLAN

SHIM

(N) HEADER ANDFRAMING ATCOUNS ROOM 102,S.S.D.

ALUMINUM L BYSTOREFRONT MFR.

2"

CONT. NAILER TO MATCHWALL FINISH THICKNESS

FRAMING

GYP. BD., TYP.


STOREFRONT

EXTERIOR PLASTERW/ "J" MOULD &BACKER ROD & SEALANT, TYP.

CONT. NAILER TO MATCHWALL FINISH THICKNESS

1' - 1 1/4"18" (N.T.S.)


3/8"x2 1/2" L.S. @ 16" o.c.,6" MAX. FR/ ENDS

4 1/2"



DOOR


HEAD SIM.

1A3.1

1/8" 1/2" FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME


DOOR


HEAD SIM.

1A3.1

1/8" 1/2"

DOOR FRAME BEYOND

DOOR

METAL THRESHOLD

1/2"

MAX 2% MAX

SLOPE

#12x1 1/2" F.H.M.S. INTO EXPANSIONANCHORS 3 PER THRESHOLD UPTO 3'-0" OPENING

A/C PAVING PER NEW FLOOR PLAN

11/3

2"

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

E D

RAW

ING

S A

RE

INST

RU

MEN

TS O

F S

ERV

ICE

AN

D A

RE

THE

SOLE

PR

OP

ERTY

OF

TLC

D A

RC

HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:2

0 PM

A3.1

DOOR SCHEDULE,DOOR/STOREFRONTTYPES AND DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



DOOR SCHEDULE

NO.RM.

# WIDTH HT. THK. TYPEHDWR.GROUP LBL CONSTR. MAT'L GLASS

FRAMETYPE

FRAMEMAT'L

FRAMELBL

HEADDTL.

JAMBDTL.

SILLDTL. SIGN REMARKS

1 101 1 3/4" D 10 0 H.M. ALUM. TEMP. A ALUM. 5/- 7/- & 8/- 2/- J, H 1, 3, 4, 52 102 1 3/4" D 11 0 H.M. ALUM. TEMP. B ALUM. 5/- 7/- & 8/- 2/- J, H 3, 53 114 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H 34 115 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H 35 116 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H6 116 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H7 117 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H8 117 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H 39 119 3' - 0" 6' - 8" 1 3/4" B 4 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J, H10 121 3' - 0" 7' - 0" 1 3/4" (E) 0 H.M. (E) - (E) (E) (E) (E) (E) B, E11 122 3' - 0" 7' - 0" 1 3/4" (E) 0 H.M. (E) - (E) (E) (E) (E) (E) A, D12 105 3' - 0" 7' - 0" 1 3/4" C 7 0 FRP FRP TEMP. 1 ALUM. 4/- 4/- 2/- J13 112 3' - 0" 7' - 0" 1 3/4" A 3 0 FRP FRP - 1 ALUM. 4/- 4/- 2/- J14 113 3' - 0" 7' - 0" 1 3/4" A 1 0 S.C. WD. - 1 H.M. 6/- 6/- J15 106 3' - 0" 7' - 0" 1 3/4" A 2 0 S.C. WD. - 1 H.M. 6/- 6/- B, E16 107 3' - 0" 7' - 0" 1 3/4" A 2 0 S.C. WD. - 1 H.M. 6/- 6/- A, D17 105 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 1 H.M. 13/- 13/- 3/- J 218 108 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 2 H.M. 6/-&12/- 6/-&12/- J 319 109 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 2 H.M. 6/-&12/- 6/-&12/- J 320 103 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 2 H.M. 6/-&12/- 6/-&12/- J 321 104 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 1 H.M. 6/- 6/- J22 101A 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 2 H.M. 6/-&12/- 6/-&12/-23 110 3' - 0" 7' - 0" 1 3/4" C 1 0 S.C. WD. TEMP. 1 H.M. 9/- 9/- J, K 224 110 3' - 0" 7' - 0" 1 3/4" A 1 0 S.C. WD. - 1 H.M. 6/- 6/- J25 111 3' - 0" 7' - 0" 1 3/4" A 5 0 S.C. WD. - 1 H.M. 9/- 9/- J 226 118 3' - 0" 7' - 0" 1 3/4" A 8 60 S.C. WD. - 1 H.M. 60 6/- 6/- J27 118 3' - 0" 7' - 0" 1 3/4" A 8 60 S.C. WD. - 1 H.M. 60 6/- 6/- J28 120 3' - 0" 7' - 0" 1 3/4" C 5 0 S.C. WD. TEMP. 1 H.M. 6/- 6/- J

DOOR TYPES FRAME TYPE

STORFRONT TYPES

3" = 1'-0"1 DOOR FRAME

3" = 1'-0"13 INT. DOOR @ TACKBD. BASE

1/2" = 1'-0"11 DOOR SIGNAGE

3" = 1'-0"4 EXTERIOR DOOR JAMB

3" = 1'-0"12 INTERIOR WINDOW HEAD

1 1/2" = 1'-0"10 ACCESSIBLE SIGNAGE

3" = 1'-0"3 Flooring Transition

A. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT.

B. EFFORT TO OPERATE DOOR(S) SHALL BE: MAXIMUM 5 LBS. AT EXTERIOR DOOR(S); 5 LBS. ATINTERIOR DOOR(S). AUTHORITY HAVING JURISDICTION MAY INCREASE MAX. EFFORT FOR FIRE DOORSTO 15 LBS. MAX.

C. ALL HARDWARE SHALL CONFORM TO ADA AND T-24 REQUIREMENTS.

D. PROVIDE BIRCH FINISH AT ALL INTERIOR DOORS, PROVIDE SAMPLE TO ARCHITECT FOR APPROVAL

E. LOCATION OF SIGNAGE TO BE APPROVED BY ARCHITECT

GENERAL DOOR & FRAME NOTES:1. PAIR OF 3'-0" DOORS, SEE NEW FLOOR PLAN

2. FRAME TO EXCEPT FINISH, SEE INTERIOR ELEVATIONS & DETAILS

3. PROVIDE BLANK BACKER PLATE AT SIGNAGE

4. GLASS TYPE 1 AT UPPER LITE, GLASS TYPE 2 AT LOWER LITE

5. DOOR BY STOREFRONT MANUFACTURER

REMARK NOTES:

3" = 1'-0"8 STOREFRONT @ ENTRY

3" = 1'-0"5 STOREFRONT HEAD @ ENTRY

3" = 1'-0"7 STOREFRONT @ WALL

3" = 1'-0"9 INT. DOOR @ TACKBD. BASE

3" = 1'-0"6 TYP. INTERIOR DOOR JAMB

3" = 1'-0"2 EXTERIOR THRESHOLD

BASE

COUNTERSUNK #12 x 2"F.H.W.S. @ 16"o.c.

CABINET BASE

16d @ 16"o.c.

2x4 BLOCKING

2x4 @ 24"o.c.

WOOD SUBFLOOR

1/4"x2 1/2" EXP. BOLT @16" o.c., 6" MAX. FR/ ENDS

WALL HUNGCABINET

BASECABINET

STORAGECABINET

SIM.

4-

4-

3-

2-

2-

4-

3-

NOTE: PROVIDE (N) CONCEALED BLOCKING, BASE FAMES WITH NAILERS &ANCHORS AT (E) CABINET TO BE RELOCATED, TYP.

3/8"Øx4" BOLT @ 16" o.c.(MIN. 2 PER CABINET)INTO STUD OR BLOCKINGMAX. 3" FROM ENDS

4x BLOCKING WITH A34 CLIPTOP & BOTTOM @ EACH END

COUNTERTOP & SPLASHSHOWN DASHED

4x BLOCKING WITH A34 CLIPTOP & BOTTOM @ EACH END

SHIM 1/2" TO PROVIDE SOLIDBACKING, ATTACH TO BLOCKINGw/ (2) 7d @ 16" o.c.

#8 x 3/4" R.H.W.S.@ 16" o.c.

3/8"Øx4" BOLT @16" o.c. (MIN. 2PER CABINET)INTO STUD ORBLOCKING MAX.3" FROM ENDS

2" LONG x 1 1/2" x2" x 1/8" CLIPANGLE @ 16" o.c.MAX. 3" FROMENDS

VARI

ES S

EE IN

T. E

LEV.

27" C

LR. @

ADU

LT

8" MIN.

4"

SPLASH

ACCESSIBLE SINK

P. LAM

1-5/8 x 1-5/8 x 12 GASTL SUPPORTCHANNEL w/ ANGLES& BOLTS AT EA. END

INSULATE ALL PIPING

P. LAM. PANEL

EXTEND FLOORING& BASE UNDER SINK

OPEN

3A3.2

1'-4"

SOLIDSURFACING

WOOD

WOOD

WOOD

FOR INFORNOT NOTEDSEE

P. LAMCORK BOARD

WOOD TRIM, TYP.

+3'-6"A.F.F.

2"x1/4"ANODIZEDALUMINUMCHANNELS,ROUTE INTOPLYWOOD

2' -

8"2'-

6"

6A3.2

1' - 1"

1 1/2"

4"

2'-6

"

WOOD

WOOD, TYP.

RECEPTION COUNTER & COUNTERTOP

WOODTRIM,RADIUSEDW/ EASEDEDGES,TYP.

WOOD

BASE & FINISHFLOOR PERFINISHSCHEDULE

2A3.2

2"X1/4" ANODIZEDALUMINUMCHANNELS,ROUTE INTOPLYWOOD

2' - 2 3/4"2'-0"

R= 2"

1"

TYPICAL ALL EXPOSED CORNERS

PLAN VIEW NOT TO SCALEISOMETRIC VIEW

1 1/32"

2"

2"

SOLID BACKING, TYP.

UTILITY CHASE

6"

P. LAM

P. LAM

FOR INFONOT NOTEDSEE 1

A3.2

PER MFR.

TV MONITORPLATFORM MOUNT

(4)-1/4"Ø M.B. & WASHERS

CASEWORKP. LAM

3"Ø GROMMETS INCABINET TOP &TOP 2 SHELVES

FOR INFONOT NOTEDSEE 1

A3.2

5"

P. LAM

P. LAM


2A3.2

HORIZONTAL SLIDINGMARKERBOARD

ADJUSTABLE SHELVES

BASE CABINET

VERIFY WITH MARKERBD.MANUFACTURER

#12 R.H.W.S. @ 16" O.C.,TOP & BOTTOM

HEADERS PER STRUCTURAL, SEE

ALUMINUM TRIM, ALL AROUND

+7'-2 1/2"

GYP. BD., PAINT, TYP.

1/2" TEMP. GLASS SHELF WITHPOLISHED EDGES

SLIDING GLASS DOORS

ALUMINUM SHELF STANDARDS,SEE PLAN

1/2" PLYWOOD

GYP. BD., PAINT, TYP.

FRAMING PER STRUCTURAL, SEE

ALIGN WITH STOREFRONT

2"

CARPET

14A3.2

1S0.2

1S0.2

TUB WELDED TO ALUMINUM PLATE T&BATTACHED WITH 2-#10 R.H.W.S.

1"x1" ALUMINUM TUBE WITH DRILLEDHOLES EACH SIDE @ 1" o.c. FOR SHELFSUPPORT PINS

1/2" TEMP. GLASS SHELVES WITHPOLISHED EDGES

1/2"x1" ALUMINUM L DRILLED HOLES @1" o.c. FOE SHELF SUPPORTING PINSWITH #10 R.H.W.S. @ 12" o.c. INTLFRAMING

1' - 4"101

16/30/24

OPEN

12"

30"3'

- 6"

INDICATE SPLICE LOCATIONSON SHOP DRAWINGS

EQEQ

EQ

30"

12"

3' - 6

"

1' - 4"230

16/30/24

OPEN

1' - 4" 1' - 4" 1' - 4"1' - 4"230

16/30/24

101

16/30/24

101

16/30/24

230

16/30/24

12"

30"

3' - 0" 3' - 0"EQ. EQ.

30"

12"

3' - 6

"

3' - 6

"

12"

30"

EQEQ

EQ

12' -

0"

6' - 2"

6' - 6

"5'

- 6"

5' - 8"

1"

6A3.2

8A3.2

8A3.2

SIM.

30"X48"CLR.

30"X48"CLR.

30"X

48"

CLR

.

1' - 1

"

GROMMETS,TYP.

2' - 2"1"

1' - 1

"

4' - 6"

3' - 6

"6A3.2

8A3.2

30"X 48"C

LR.

3' - 0

1/2"

ANGLECOUNTERSUPPORT GROMMETS,

TYP.

11A3.2

NORTH

5A3.2

3' - 0" 3' - 0" 3' - 0"#154 #222 #22236x34x30 36x34x30 36x34x30

34"

EAST

SOUTH

SINGLESOLIDCLOSUREPANEL

WEST

PLAN

30"X

48"

CLR

.

2A3.2


P. LAM, OVER 3/4"PARTICAL BOARD

P. LAM, OVER 3/4"PARTICAL BOARD

CABINET,SEE INTERIORELEVATIONSFOR WIC#

(N) ACCESSIBLESINK

1' - 0"

INSULATE ALLPIPES

19"27

3/4"

17"

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

E D

RAW

ING

S A

RE

INST

RU

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TS O

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ICE

AN

D A

RE

THE

SOLE

PR

OP

ERTY

OF

TLC

D A

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HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

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ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:2

5 PM

A3.2

CASEWORK PLANS,ELEVATIONS & DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



3" = 1'-0"2 CABINET ANCHORAGE

1 1/2" = 1'-0"1 CABINET ANCHORAGE

3" = 1'-0"3 BASE CAB. WALL ANCHORAGE

3" = 1'-0"4 UPPER CAB. WALL ANCHORAGE

1 1/2" = 1'-0"5 ACCESSIBLE SINK CABINET

1 1/2" = 1'-0"8 RECEPTION DESK

1 1/2" = 1'-0"6 RECEPTION DESK

6" = 1'-0"7 CORNER

1 1/2" = 1'-0"9 CABINET w/ UTILITY CHASE

1 1/2" = 1'-0"10 TV MONITOR PLATFORM MOUNT

1 1/2" = 1'-0"11 COUNTER

1 1/2" = 1'-0"12 TEACHING CABINET

1 1/2" = 1'-0"13 DISPLAY CASE SECTION

1 1/2" = 1'-0"14 DISPLAY CASE PLAN

1/4" = 1'-0"21 RECEPTION DESK 1/4" = 1'-0"22 SECRETARY DESK

EAST

SOUTH

WEST

EAST

SOUTH

WEST

1/4" = 1'-0"27 SCIENCE TEACHER ISLAND

1 1/2" = 1'-0"28 SCIENCE ISLAND SECTION

BCDEFG

17AA8.1

OUTSIDECORNER

METALPANEL

17AA8.1

1217

AA8.117

AA8.117

AA8.1OUTSIDECORNER

METALPANEL

INSIDECORNER

B C D E F GOUTSIDECORNER

METALPANEL

INSIDECORNER

17AA8.1

17AA8.1

17AA8.1

1 217

AA8.1INSIDECORNER

METALPANEL

OUTSIDECORNER

17AA8.1

17AA8.1

EXTERIOR ELEVATION NOTESPAINT COLOR 1, TYP.

PAINT COLOR 2, TYP.

DRYER VENT IN WALL, PATCH & REPAIR FINISHES TO MATCH IN FINISH & TEXTURE,PAINT, S.M.D.

METAL WALL PANELS OVER (E) WOOD SIDING AT PARAPET, SEE

ACCESSIBLE LOCKERS, PROVIDE ACCESSIBLE SHELF,LATCH & SYMBOL AT LOCKER

INSTALL LOCKERS WITH NEW CONC. CURB, SEE

(E) HANDRAIL, PAINT TO MATCH (E), TYP.

ACCESSIBLE HIGH/LOW DRINKING FOUNTAIN, SEE

(E) PLYWOOD SOFFIT, PROTECT, PAINT, TYP.


(E) COLUMN & BEAMS, PROTECT, PAINT, TYP.

(E) PLYWOOD PARAPET, PROTECT, PAINT, TYP.

PATCH & REPAIR (E) PLASTER TO MATCH ADJACENT IN FINISH &TEXTURE, PAINT

(E) PLASTER WALLS, PROTECT, PAINT, TYP.

(E) WOOD TRIM, PROTECT, PAINT, TYP.

WOOD TRIM, PAINT, TYP.

METAL TRIM, PAINT

HOSE BIBB CABINET IN WALL, PATCH & REPAIR FINISHES TO MATCH IN FINISH &TEXTURE, PAINT, S.P.D.

REINSTALLED (E) LIGHT FIXTURE

1

2

3

4

5

6

7

8

9

10

11

12AA8.1

12AA4.1

12

13

17AA8.1

14

15

16

17

18

19

1FIXED

2SLIDER

TEMP. GLAZING TEMP. GLAZING3

FIXEDTEMP. GLAZING

3' - 8 1/4"

6' - 0

"

7' - 0"

2' - 0

"

7' - 0"

2' - 0

"

REMOVE (E)WINDOW ASSEMBLYCOMPLETE, TYP.

(E) TRIM @ HEAD,JAMB & SILL TOALLOW INSTALLATIONOF FLEXIBLEFLASHING

(E) FRAMING TOREMAIN, PROTECT

+10'-0"A.F.F.

REMOVE (E)PER PLAN

REMOVE (E) 2x &WEEP SCREED,TYP.

NOTE: REFER TO INT.ELEV. FOR ADDITIONALFINISHES, TYP.

WINDOW ASSEMBLY, TYP.

BEAD & SEALANT

1x WOOD TRIM @ HEAD,JAMB & SILL, PAINT


1x WOOD TRIM, PAINT

+9'-7 3/4"

+10'-0"

A.F.F.

A.F.F.

SUSPENDED CEILING

+9'-6"A.F.F.

MINI BLINDS

S.A.F.F., TYP.

W.R.B., TYP.

LOW EXPANSION FOAMSEALANT @ PERIMETEROF OPENING, TYP.

SOFFIT VENT

2x4 TRIM,PAINT

1x4 TRIM , PAINT



SEALANT



S.A.F.F., TYP.

W.R.B., TYP.


CEMENT PLASTER SYSTEM,PAINT

METAL 'J' MOLD

1x4 WOOD TRIM, PAINT



BEAD & SEALANT

NOTE: REFER TO INT.ELEV. FOR ADDITIONAL

FINISHES, TYP.


SEALANT



S.A.F.F., TYP.

W.R.B., TYP.


CEMENT PLASTER SYSTEM,PAINT

BEAD & SEALANT


METAL 'J' MOLD



BEAD & SEALANT

SEALANT



S.A.F.F., TYP.

W.R.B., TYP.


1x WOOD TRIM, PAINT

1x WOOD TRIM, PAINT



SEALANT


BEAD & SEALANT

6AA4.1

7AA4.1

8AA4.1

9AA4.1

6AA4.1

8AA4.1

6AA4.1

8AA4.1SIM. SIM.

SIM. SIM.

7AA4.1

SIM.

7AA4.1

SIM.

FRAMING

CARRIER SYSTEM, S.M.D.

DRINKING FOUNTAIN PER PLAN

SEE FOR ADDITIONAL

INFORMATION

3/8"Ø BOLTS THROUGH BLOCKINGAND DRINKING FOUNTAIN CARRIERPLATE

PLASTER OVER PLYWOOD, PATCH& REPAIR (E) PLASTER TO MATCHADJACENT IN FINISH AND COLORAT NEW D.F.

4x6 SOLID BLKG w/ A34 CLIPS,TOP & BOT., TYP. EA. END

4x6 SOLID BLKG w/ A34-A2 CLIPS,TOP & BOT., TYP. EA. END

12AA4.1

MAX

.3'

-0"

1'-3" PUSH BUTTONVALVE

6"

18"

2'-3

"

1'-6" MIN

6"MAX

1'-8" MIN

MIN

.

BUBBLER

PUSH BUTTONVALVE

STANDARDDOUBLE UNITFOUNTAIN

ACCESSIBLEFOUNTAIN

DRINKINGFOUNTAINANCHORAGE

11AA4.1

FOR PIPE RAIL,SEE 13

AA4.1

4'-0" MIN.

36" M

AX. @

AD

ULT

27" M

IN. C

LR. @

AD

ULT

SET 1 1/2" PIPE IN 2"Ø PIPE SLEEVE& GROUT SOLID, SEE

1 1/2"Ø GALV. STEEL PIPE

DRINKING FOUNTAIN BEYOND

FACE OF WALL

BOTTOM RAIL

4" 1' - 4"

3' - 6

"

6"

3' -

0"

2' -

3"

6AA8.1

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

E D

RAW

ING

S A

RE

INST

RU

MEN

TS O

F S

ERV

ICE

AN

D A

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THE

SOLE

PR

OP

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OF

TLC

D A

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HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:2

6 PM

AA4.1

EXTERIOR ELEVATIONS,WINDOW TYPES &WINDOW DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION

1/8" = 1'-0"3 SOUTH ELEVATION

1/8" = 1'-0"4 WEST ELEVATION

4

1

666 1 210

66 2 7

2

4

1

4

1

4

1

2 666 8

1212

12

12

13 13 13

13

13

1313

2

2

2

2

14

1

14

1

1 14

1 14

9

9

9

9

1 16

1 16

1313

3

11

11

11

11

13

1. PAINT ALL SURFACES OF BUILDING EXTERIOR

2. PAINT WALLS BEFORE LOCKER INSTALLATION

16

17

31

31

3" = 1'-0"5 TYP. DEMO EXT. WDW. HEAD

3" = 1'-0"6 TYP. EXT. WDW. HEAD

3" = 1'-0"7 TYP. EXT. WDW. JAMB

3" = 1'-0"8 TYP. EXT. WDW. SILL

3" = 1'-0"9 TYP. EXT. WDW. JAMB MULLION

WINDOW TYPES _

6

31

13

31

17 17 17 17 1717

1717 17 17

18

19

18

19 18

NOTE:

1 15

1 15

1 1/2" = 1'-0"11 D.F. ANCHORAGE

1 : 112 DRINKING FOUNTAIN

3/4" = 1'-0"13 PIPE RAIL AT DRKG. FOUNTAIN

AAA2.2

BAA2.2

B C D E F G

GIRLS122

BOYS121

WOMEN107

MEN106

ELEC./CUST.

112

TEACHERSWORKROOM

105


119

CLOSET120

SCIENCECLASSROOM

117

SCIENCECLASSROOM

116

SCIENCEWORKROOM

118

CONF.110

OFFICE109

OFFICE108

LOBBY101

STOR./COPIER

113

COUNS.RECEPT.

102

ALCOVE101A

COUNS.OFFICE

104

COUNS.OFFICE

103

CLASSROOM114

CLASSROOM115

STORAGE111

9'-0" A.F.F.

9'-0" A.F.F.

9'-0" A.F.F.

9'-0" A.F.F.

10'-0" A.F.F.

1

2

6"

30"

± 10' - 0" PER MFR.

TYP.,U.O.N.

TYP., U.O.N.

6AA4.1TYP.

AAA2.2

BAA2.2

B C D E F G

1

2

17AA8.1

TYP. @ (N)METALPANELS @FASCIA

AA8.117

TYP. @ (N)METAL PANELS@ PARAPETINTERSECTION

AA8.117TYP. @ (N)

METAL PANELS@ CORNER

REFLECTED CEILING LEGEND

(N) GYP. BD. OVER 2x6 FRAMING @ 24" o.c., PAINT

LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS

SUPPLY DIFFUSER, SEE MECHANICAL DRAWINGS

RETURN DIFFUSER, SEE MECHANICAL DRAWINGS

2'x4' ACOUSTICAL PANEL, SUSPENDEDTBAR GRID SYSTEM, SEE

(E) EXTERIOR PLYWOOD SOFFIT, PAINT COLOR 1

FAN, SEE MECHANICAL DRAWINGS

TUBULAR SKYLIGHT, SEE5

AA8.1

1 HOUR OCCUPANCY SEPARATION WALL, SEE1

A9.1

18A9.1

20A9.1

REFLECTED CEILING PLAN NOTES(N) FUME HOOD, VENT THRU ROOF, S.M.D.

(N) EXHAUST HOOD, VENT THRU ROOF, S.M.D.

(N) CEILING MOUNTED PROJECTOR BRACKET, SEE

(N) CEILING MOUNTED PROJECTION SCREEN, SEE DETAIL

(E) COLUMNS & BEAMS TO REMAIN, PAINT COLOR 2, PROTECT

(N) BEAM AT UNDERSIDE OF TRUSSES, S.S.D.WRAP NEW STEEL BEAM WITH GYP. BD., SEE , PAINT

OPEN TO (E) FRAMING, PAINT

REMOVE AND REINSTALL (E) LIGHT FIXTURE, S.E.D.

1

2

3

4

5

6

17A9.1

3A9.1

10A9.2

7

8

REFLECTED CEILING PLAN GENERAL NOTESALL CEILING HEIGHTS TO BE 9'-6" U.O.N.1.

ROOF PLAN NOTES(E) MECHANICAL EQUIPMENT, S.M.D.

MECHANICAL EQUIPMENT, S.M.D., S.S.D.

(E) ROOF RIDGE

TUBULAR SKYLIGHT, SEE DETAIL

METAL WALL PANELS OVER (E) WOOD SIDING AT PARAPET, SEE

(E) CONDUITS TO REMAIN, PROTECT, PROVIDE ROOFWALKWAY PADS UNDER ALL CONDUIT SUPPORST, TYP., SEE

REMOVE AND REINSTALL (E) SHEET METAL FLASHING TO ALLOW FOR ATTACHMENT OFMETAL PANELS AND REROOFING, PAINT, TYP ALL AROUND

(E) ROOF DRAIN TO REMAIN, TYP., SEE

1

2

3

45

AA8.1

517

AA8.16

7

16AA8.1

11AA8.1

8

ROOF PLAN GENERAL NOTESREMOVE & REPLACE (E) SINGLE PLY THERMOPLASITIC CLASS A ROOFING SYSTEM.

S.E.D., S.M.D. & S.P.D. FOR ADDITIONAL ROOF WORK. NOT ALL CONDITIONS SHOWN.

REMOVE (E) INSULATION FROM CEILING SPACE AND REPLACE WITH R-30 INSULATION TOATTACHED TO UNDERSIDE OF ROOF SHEATHING/FRAMING.

1.

2.

3.

ROOF PLAN LEGEND

SINGLE PLY THERMOPLASITIC CLASS A ROOFING SYSTEM

(E) CONDUITS TO REMAIN, PROTECT

CTE

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REN:02/28/09C-14158

TSSELRA

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AC_______

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FILE:

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ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:3

2 PM

AA6.1

REFLECTED CEILINGPLAN & ROOF PLAN

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/8" = 1'-0"1 REFLECTED CEILING PLAN

1/8" = 1'-0"2 ROOF PLAN

2

2

2

2

2

2

2

2

2

2

2

2

2

2

4

4

4

44

4

4

4

4

4

4

4

4

22

2

1

2

2

44

4

4

4

3

3

3

3 3

6

3

5

7

55

5

5

5

55

5

5

2

1

11

1

1

1

11

1 1 1 1 2

6

6

6

4

4

7

7

7

7

8

8

8

EAST

OPEN TO101A ALCOVE

SOUTH

NORTH EAST SOUTH WEST

WEST

NORTH EAST

SOUTH

----9

A9.1HEAD

JAMB

WEST NORTH EAST SOUTH WEST

NORTH EAST

6' - 4"(2) - #350

38x44x14 CLR.48 @ 12X4, 6 @ 12X8

6' - 4"(3) - #102

EQ.X24X14 CLR.

SOUTH

8' - 5"(2) - #302

36X30X14 CLR.

1' - 8" 6' - 0"(2) - #222

36X34X24

#254

20X34X24

FRIG.(N.I.C.)

VENDING(N.I.C.)

WEST

6' - 0"

2' - 1 3/4" 3' - 0"

(2) - #302

36X30X14 CLR.

#222

36X34X24

#211

26X34X24

NORTH

3' -

9 3/

4"

54" M

AX T

OLO

CK/

LATC

H&

CO

NTR

OL


OPEN TO101 LOBBY

INTERIOR ELEVATION NOTESPAINT COLOR 4, TYP.

PAINT COLOR 5, TYP.

(N) 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG & CABINET,SEE DETAIL

GYP. BD.

VINYL WALL COVERING OVER TACK BOARD BASE OVER GYP. BD., SEE

TROPHY CASE, SEE

ALUMINUM REVEALS

FACP, S.E.D.

FA EQUIPMENT, S.E.D.

CLOCK/SPEAKER, S.E.D.

CLOCK, S.E.D.

MINI BLINDS, TYP. ALL EXTERIOR WINDOWS, SEE

1

2

3

4

5

6

7

8

9

10

11

13A3.2

9A9.1

12A9.2

12-

---

INTERIOR ELEVATION COLOR LEGENDALL COLORS TO BE CHOSEN BY ARCHITECT

ALL INTERIOR WALLS TO BE PAINT COLOR 3, U.O.N.

ALL METAL FRAMES TO BE PAINT COLOR 2, U.O.N.

ALL WOOD FRAMES TO BE PAINT COLOR 2, U.O.N.

1.

2.

3.

4.

CTE

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REN:02/28/09C-14158

TSSELRA

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BMUHC

NIWG



AC_______

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APPL:

FILE:

PTN:

© T

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OU

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TEN

CO

NS

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IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:3

5 PM

A7.1INTERIOR ELEVATIONS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"

102 - COUNSELING / RECEPTION 1/4" = 1'-0"

103 - COUNSELING OFFICE

1/4" = 1'-0"

103 - COUNSELING OFFICE (CONT.) 1/4" = 1'-0"

104 - COUNSELING OFFICE

1/4" = 1'-0"

105 - TEACHER'S WORKROOM

1/4" = 1'-0"

101 - LOBBY

1/4" = 1'-0"

101A - ALCOVE

11

44

6

4

44

6

5

4 5 4

5

5

5 44

5

5

2

2

2

4

4

2

2

2

ALIGN

ALIGN

ALIGN

ALIGN

9

10

9

10

11 11

9

10

89

4

4

4

2

2

2

4

4

4

3

44

7

7

7

7

12

NORTH

3A2.3 TYP.

EAST SOUTH WEST

7A2.3

18A2.3

FOR MOUNTING HEIGHTS, SEE

TYP.

NORTH EAST

SOUTH WEST

FOR MOUNTING HEIGHTS, SEE18

A2.3



NORTH

EAST

SOUTH WEST

NORTH 3' - 0" EAST 3' - 0" 3' - 0" SOUTH WEST 3' - 0" 3' - 0" NORTH

4' - 0"

5' - 0

"

EAST

5' - 0

"4' - 0"

SOUTH WEST

INTERIOR ELEVATION NOTESF.R.P. WALL PANEL TRIM, SEE

MOP SINK

GYP. BD., TYP.

VINYL WALL COVERING OVER TACK BOARD BASE OVER GYP. BD., SEE

VINYL WALL COVERING OVER M.R. GYP. BD.

PLUMBING FIXTURE, S.M.D.

42" GRAB BAR, SEE

RECESSED TOILET PAPER DISPENSER

ELECTRICAL PANEL, S.E.D.


MIRROR, SEE

36"GRAB BAR, SEE

SOAP DISPENSER

8'-0"x4'-0" MARKERBOARD, SEE DETAIL

METAL SHELVING, SEE


CLOCK/SPEAKER, S.E.D.

CLOCK, S.E.D.

IDF CABINET, S.E.D.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

6A9.2

5A9.2

5A9.1

3A2.3

3A2.3

7A2.3

18

19

12A9.2





1.

2.

3.

4.

CTE

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REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

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OF

TLC

D A

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ECTU

RE;

AN

Y U

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ITH

OU

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TEN

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IS P

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ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:4

5 PM


07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"

106 - MEN 1/4" = 1'-0"

107 - WOMEN

1/4" = 1'-0"

107 - WOMEN (CONT.) 1/4" = 1'-0"

108 - OFFICE

1/4" = 1'-0"

109 - OFFICE

1/4" = 1'-0"

110 - CONFERENCE

1/4" = 1'-0"

111 - STORAGE 1/4" = 1'-0"

112 - ELECTRICAL / CUSTODIAN

7

6

8

11

10

6

13

12

11

12

6

13

10

6

55 5

5

8

7

6

3 3

4 4

3

3

4

3

4

3

4

3 3 3 3

2

1

16

14

4

19

15

1616

18

18

16

15

9 9

NORTH EAST SOUTH

8' - 9 5/8"(3) #100

EQ./30/14

54"

WEST

NORTH

8' - 0

" TYP

. U.O

.N.

EAST

3' - 11 5/32"# 531EQ/84/24

1' - 6"# 254

18/34/24

6' - 0"(2) # 10236/34/24

6' - 0"(2) # 10236/34/24

# 254

18/34/24

# 402EQ/60/24

1' - 6" 3' - 10"

(5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDSEQ/50/18

15' - 4 23/32"

VIF, S.E.D.

SOUTH

----

9A9.1

HEAD

JAMB

WEST

8' - 0

" TYP

. U.O

.N.

NORTH

EAST

3' - 10 7/8" 1' - 6" 6' - 0" 6' - 0" 1' - 6" 3' - 10 7/8"# 531EQ/84/24

# 254

18/34/24

(2) # 10236/34/24

(2) # 10236/34/24

# 254

18/34/24

# 402EQ/60/24

15' - 5"(5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDSEQ/50/18

VIF, S.E.D.

SOUTH

----

9A9.1

HEAD

JAMB

WEST

INTERIOR ELEVATION NOTESCLOCK/SPEAKER, S.E.D.


GYP. BD., TYP.

FABRIC WRAPPED PANELS OVER GYP. BD., SEE

TEACHING WALL, SEE

16'-0"x4'-0" MARKERBOARD, SEE

T.V., N.I.C., SEE

CEILING MOUNTED PROJECTOR



1

2

3

4

5

6

7

13A9.2

10A3.2

5A9.1

8

9

4A9.1

13A9.2

10-

---





1.

2.

3.

4.

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REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

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THE

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OF

TLC

D A

RC

HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

NS

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IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:4

8 PM


07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"

113 - STORAGE / COPIER

1/4" = 1'-0"

114 - CLASSROOM

1/4" = 1'-0"

114 - CLASSROOM (CONT.)

1/4" = 1'-0"

115 - CLASSROOM

1/4" = 1'-0"

115 - CLASSROOM (CONT.)

2

3 3

3

3

3

4

5

7

4

4

5

7

3

9

8

8

2

1

1

2

9

4

10

10

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS


NORTH

SEESCIENCEISLAND

6' - 0"(2) - #30236x30x14 CLR.

4' - 11" 10' - 11"(2) - #10229x34x24

(4) - #102EQx34x24

----

9A9.1

HEAD

JAMBEAST

SEESCIENCEISLAND

SEESCIENCEISLAND

SEESCIENCEISLAND

29' - 6"(10) - #30236x30x14 CLR.

4' - 4" 4' - 4" 4' - 4" 2' - 6"(2) - #10226x34x24

(2) - #10226x34x24

(2) - #10226x34x24

#102

30x34x24

SOUTH 4' - 0" 3' - 11 15/16" 1' - 6" 6' - 0" 6' - 0" 1' - 6" 4' - 0 1/16" 4' - 0"# 53148/84/24

# 40248/84/24

# 254

18/34/24

(2) # 10236/34/24

(2) # 10236/34/24

# 40248/84/24

# 254

18/34/24

# 40248/60/24

15' - 5"(5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDSEQ/50/18

VIF, S.E.D.

WEST

SEESCIENCEISLAND

SEESCIENCEISLAND

SEESCIENCEISLAND

2' - 6" 4' - 4" 4' - 4" 6' - 11"(2) - #10226x34x18

#102

30x34x18

(2) - #10226x34x18

(3) - #102EQx34x18

30' - 7 13/16"(11) - #302EQx34x18

NORTH

OPEN OPEN

25' - 10"(E) CASEWORK & COUNTER TOP

----

9A9.1

HEAD

JAMB

EAST

4' - 0"# 53148/84/24

5' - 6 1/32" 6' - 0" 6' - 0" 1' - 6"4' - 0" 4' - 0 1/32"# 254

18/34/24

(2) # 10236/34/24

(2) # 10236/34/24

# 254

18/34/24

# 40248/84/24

# 40248/60/24

(5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDSEQ/50/18

15' - 5 1/32"

VIF, S.E.D.

SOUTH

OPEN

17' - 8 21/32"(E) CASEWORK & COUNTER TOP

27' - 0"(9) #302

36/30/14

2' - 6 11/32" 2' - 10" 2' - 10"#101

27/34/18

#102

34/34/18

#102

34/34/18

WEST 9' - 2 1/4"

22' - 2 1/4"(8) #302

EQ/30/14

#222

36/34/18

12' - 0"#222

36 3/4/34/18

NORTH EAST SOUTH

9' - 0" 3' - 0"

2' - 6 1/2" 3' - 0" 2' - 6 1/2"#15436x34x24

#22230x34x24

(3) - #30236x34x24

#30236x34x24

#22230x34x24

WEST 3' - 1" 0"1' - 9"

5' - 6"

#102

30x34x24 21x34x24 ACCESSIBLEFUME HOOD

#30233x34x24

#254 4' - 0"



GYP. BD., TYP.


TEACHING WALL, SEE

16'-0"x4'-0" MARKERBOARD, SEE

T.V., N.I.C., SEE


(N) FUME HOOD


(N) EYE WASH STATION


ACID STORAGE CABINET

FLAMMABLE LIQUIDS STORAGE CABINET

1

2

3

4

5

6

7

13A9.2

10A3.2

5A9.1

8

9

10

11

4A9.1

13A9.2

----

12

13

14





1.

2.

3.

4.

1' - 6"#254

18x34x24

FRONT

OPEN

3' - 0"

SINGLE SOLIDCLOSURE PANELAT END

END

NORTHWEST

SOUTHEASTSOUTHWEST

NORTHEAST

WEST

34"

27"

.

28A3.2

±36"

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

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THE

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PR

OP

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OF

TLC

D A

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HIT

ECTU

RE;

AN

Y U

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ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:5

4 PM


07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"

116 - SCIENCE CLASSROOM

1/4" = 1'-0"

116 - SCIENCE CLASSROOM (CONT.)

1/4" = 1'-0"

117 - SCIENCE CLASSROOM

1/4" = 1'-0"

117 - SCIENCE CLASSROOM (CONT.)

1/4" = 1'-0"

118 - SCIENCE WORKROOM

3

1

3

3

3

3 3

7

5

7

5

4

1

2

8

1

8

2

2

9

10

10

1/4" = 1'-0"

116 - SCIENCE ISLAND

11

11

1/4" = 1'-0"

117 - SCIENCE ISLAND

CLOSUREPANELS,

TYP.

COUNTERTOP, TYP.

10

12

12

13

14






NORTH 12' - 0"(4) # 22236/34/24

9' - 0"(3) # 40236/84/24

2' - 0"# 30236/30/14 CLR.

----

9A9.1

HEAD

JAMB

HEADSIM.

----

EAST

8' - 0

" TYP

. U.O

.N.

SOUTH #22230/34/24

2' - 7" 2' - 7"#22230/34/24

3' - 0"3' - 0"#30236/30/14

#30236/30/14

WEST

2' - 2" 2' - 6" 5' - 5 3/4" 3' - 0" 3' - 0"#302

26/30/14

#302

30/30/14

(2) #302

EQ/30/14

#302

36/30/14

#302

36/30/14

1' - 4" 3' - 0" 2' - 9" 2' - 3 7/8" 1' - 4" 2' - 3 7/8" 2' - 0" 1' - 4" 3' - 0" 2' - 2"#254

16/34/24

#154

36/34/24

#102

33/34/24

#254

16/34/24

#102

EQ/34/24

#102

EQ/34/24

#102

24/34/24

#154

16/34/24

#102

26/34/24

#254

16/34/24

3' - 0"±30" VERIFY W/

HOOD MFR. 3' - 0"±30" VERIFY W/

HOOD MFR.

ALIG

N

ALIG

N

2' - 6"

±30" VERIFYW/ HOOD

MFR.

±30"VERIFY W/

HOOD MFR.

2' - 6"

NORTH 22236/34/24

3' - 0" EAST 7' - 0"2 @

36x84x14

SOUTH 6' - 0"2 @

36x84x14

WEST 4' - 0"1 @

36x84x14

1 @

24x84x14

NORTH EAST

A2.33

7A2.3

SOUTH WEST


A2.3



A2.3



GYP. BD., TYP.



PLUMBING FIXTURE, S.M.D.

42" GRAB BAR, SEE

RECESSED TOILET PAPER DISPENSER

METAL SHELVING, SEE


24x36 MIRROR, SEE DETAIL

36" GRAB BAR, SEE

SOAP DISPENSER

TOILET PARTITION, SEE DETAIL

16'-0" MARKERBOARD, SEE

RANGE HOOD, TYP.


ELECTRICAL PANEL, S.E.D.



(E) RANGE RELOCATED

(E) WASHER & DRYER RELOCATED

1

2

3

4

5

6

7

8

9

10

11

8A2.3

12

13

14

15

6A9.2

5A9.1

3A2.3

3A2.3

7A2.3

16

17

18

19

4A9.1

13A9.2

----

20

21

22





1.

2.

3.

4.

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

HES

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RAW

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S A

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INST

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ICE

AN

D A

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THE

SOLE

PR

OP

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OF

TLC

D A

RC

HIT

ECTU

RE;

AN

Y U

SE W

ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

13:5

8 PM


07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1/4" = 1'-0"

119 - SMALL GROUP INSTRUCTION

1/4" = 1'-0"

119 - SMALL GROUP INSTRUCTION (CONT.)

1/4" = 1'-0"

120 - CLOSET

1/4" = 1'-0"

121 - BOY'S

1/4" = 1'-0"

122 - GIRL'S

16

3 3

3

15

3 3 2

5

12

7

6

8

1414

11

13

6

5

10

2

14

6

14

5

11

13

6

10 14

8

7

12

6

8

14

4

5

9

9

16 161 217

18

2

19

20

20

2121

22

C.B.C. TABLE 7-B, ITEM 18-1.3

ASSEMBLY DESCRIPTION

5/8" TYPE `X' GYP. BD.

2'' X 4'' (51 MM X 102 MM) WOOD STUDS 16'' (406 MM) ON CENTER W/ 7/8'' (22 MM)CEMENT PLASTER (MEASURED FROM FACE OF THE STUDS) ON THE EXTERIORSURFACE W/ INTERIOR SURFACE TREATMENT AS REQUIRED FOR INTERIOR,NONBEARING, NONCOMBUSTABLE STUD PARTITIONS IN THIS TABLE. PLASTERMIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME,CEMENT TO SAND.

NOTE: GYP. BD. TO EXTEND FROM FLOORTO TOP PLATE AT ALL EXTERIOR WALLS

SOUND BATT INSULATION, TYP.

2x STUDS @ 16" o.c. PER PLAN, S.S.D.

PLYWOOD SHEATHING, S.S.D.

7/8" CEMENT PLASTER OVERMETAL LATH

NOTE: FLATWORK SURFACE SHALL ALIGN ANDCONFORM WITH (E)ADJACENTCONDITIONS, V.I.F.

CONC. INFILL W/ THICKENED EDGEOVER 2" SAND OVER WATERPROOFMEMBRANE OVER ROCK FILL OVERENGINEERED FILL, SEE

CONT. SEALANT OVEREXPANSION MATERIALMATCH (E) REVEAL

(E) CONC. FLATWORK0'

1/2"MAX.

SET IN ADHESIVE

3AA8.1

0'

6"

#3x18" DOWEL @ 12" o.c.

6"4"

V.I.F

.

#10x2"Ø R.H.W.S. 6" MAX.FROM CORNER 2 MIN.PER SIDE, 18" o.c. MAX.

AIM REFLECTOR PERMFR'S INSTRUCTIONS

TUBULAR SKYLIGHT DOMEINSTALL PER MFR'SPRINTED INSTRUCTIONS.

4x6 BLOCKSEACH SIDE

2x6 P.T.D.F. CURB,S.S.D.

ROOFINGMEMBRANEo/ROOF BOARD

FOR INFO NOTNOTED SEE 2

S0.3


AA8.1

8"

6"

2" 2" 2"2" 2"

2"2"

6"

4"

EDGE OF PAVEMENT EDGE AT A.C. PAVING

CONTROL JOINT EXPANSION JOINT VERTICAL EDGE

A.C. PAVING

2" AT PLANTER1" AT LAWN

F.G.

THICKEN EDGE OFPAVEMENT WHEREADJACENT TO SOILOR EXISTING PAVING

4" MIN CLASS II BASEAGG. COMPACTED TO95% MAX. DRY DENSITY

SEALANT OVER EXP. JT.FILLER LOC. PER PLAN

1" DEEP TOOLEDJOINT W/ 1/4" RADIUS

4" THK CONCRETE SLAB SLOPE CONC. TODRAIN TO (E) DRAINAGE FACILITIES AND AWAYFROM BUILDING PERIMETER. U.O.N. PER PLAN.MEDIUM BROOM FINISH PERPENDICULAR TOTRAFFIC. TYP. U.O.N.

CONT. # 4 @18" o.c. EACHWAY

VERTICAL SURFACE(CURB/WALL/ETC.)

(10'oc MAX EQ. SPACINGE.W., U.O.N. ON PLAN)

(20'oc MAX. EQ. SPACINGE.W., U.O.N. ON PLAN)

3/8'' EXPANSION JOINT W/PREMOLDED JOINTFILLER AND FLEX. POLYJOINT SEALER. LOCATEPER PLANS AND AT ALLVERTICAL INTERSECTING,SURFACES, TYPICAL

2" WIDE SMOOTHTROWEL FINISHAND 1/4" RADIUSAT EDGE (TYP.)

AGG. BASE/SUB-BASE O/UNDISTURBED SUBGRADE OR FILLCOMPACTED TO 95% DRY DENSITY.

A B

C D E

ALIGN

(N) GYP. BD.

(N) PLYWOOD TO MATCH(E) PLYWOOD THICKNESS

(N) CEMENT PLASTER TOMATCH (E) THICKNESS &TEXTURE, PAINT TO MATCH (E)

(N) INSULATION, TYP AT ALL WALLS

PROVIDE CONC. CURB AT ALLEXTERIOR WALL INFILLS TOMATCH (E) ADJACENT CURBS,S.S.D.

GALV. STEEL FENCE POSTS,SEE

SLOPE TOP OF GROUT TO DRAIN

NON-SHRINK HIGH STRENGTH GROUT

5"x5"x1/4" H.M. SLEEVE INSERT-CAST INTO CONCRETE

(2) #3 x 18" L. HAIRPINS, TACKWELD TO SLEEVE

6" M

IN.

1/2" 1/2"3"

8"

6" N

.T.S

.1"

PLYWOOD & FRAMING,S.S.D.

SEALANT

T.O.C.

CONCRETE CURB, S.S.D.,PAINT TO MATCH CEMENTPLASTER

CONCRETE SIDEWALK ORMOWSTRIP, SEE SITE PLANFOR LOCATIONS

CEMENT PLASTER

BUILDING PAPER, LAPOVER WEEP SCREED

BATT INSULATION

CONC. SLAB,S.S.D.

VERT. 1x4 P.T.D.F.NAILERS @ 16" o.c.

PLAN VIEW

WEEP SCREED

OVERFLOWDRAIN WHEREOCCURS, SEEPLAN FORLOCATIONS,NEATLY CUT &PAINT

FINISHES,INTERIOR SEEROOM FINISHSCHEDULE

1"4

3/32

"

V.I.F

.

LOCKER DEPTH

1x3 SPACER

METAL LOCKER

ANCHOR LOCKERS INTO (E)STUDS AT TOP & BOTTOMOF EACH LOCKER w/ #12 x 1-1/2"R.H.W.S. & CUP WASHERS

#14 x 2 1/2" R.H.W.S. WITH FENDERWASHERS @ 24" O.C. INTO SHAPED2x4 P.T.D.F. WOOD SLEEPER

SHIM

SEALANT

CEMENT PLASTER, PAINT

6" V

.I.F.

2"

3/4"

3"

1' - 0 11/32"

NEW CURB, SEE3

AA8.14

AA8.1

FLASHING

SIM. SIM.

SLOPING TOP CLOSURE

6"

NOTE: PROVIDE METALCLOSURE PANELS ATEXPOSED ENDS

(E) EXTERIOR WALLFINISH & FRAMINGTO REMAIN

(N) FRAMING FORPLUMBING WALL,S.S.D.

NEW CONC. CURBAT NEW FURREDWALL, S.S.D.

(N) M.R. GYP. BD OVERSANITARY WALLCOVERING

(E) CONC. CURB

1/8" G

AP

OUTSIDE CORNER

INSIDE CORNER

REMOVE AND INSTALL NEWSHEET METAL FLASHING TOALLOW FOR ATTACHMENT OFMETAL PANELS & ROOFING

NEW SIDING UNDER S.A.F.F.& PARAPET FLASHING

(E) 2x TRIM

NEW METAL SIDING PANELS

NEW 2x4 VERTICALS @ 24" o.c.WITH 8d NAILS @ 12" o.c.STAGGERED INTO (E) STUDS

(E) PLYWOOD SIDING

NEW 1x4 @ 24" o.c.

(E) WOOD CORNER TRIM

MITERD METAL CORNER BYPANEL MANUFACTURER

NEW 1x4 NAILER @ 24" o.c.

END WALL METAL TRIM BY PANELMANUFACTURER

NEW 1x4 @ 24" o.c.

(E) PLYWOOD SOFFIT

(E) 2x4 TRIM

TRIM BY METAL PANELMANUFACTURER

(E) 2x TRIM

CONT. CLEAT

#10X3" WOOD SCREW, TYP.


AA8.1

S.A.S.M.

(E) FRAMING

(E) FRAMING

REMOVE AND INSTALL NEW SHEET METALFLASHING TO ALLOW FOR ATTACHMENT OFMETAL PANELS & ROOFING

THERMOPLASTIC ROOFING SYSTEM

S.A.F.M. UP OVER TOP OFPARAPET AS SHOWN

5 # ROSIN PAPER

FASTENER THRU NEOPRENE WASHER

4"

METAL SIDING

PARAPET COPING SEE

(E) PLYWOOD SIDING

SINGLE PLY THERMOPLASTICCLASS ROOFING SYSTEMSEE

ROOF FASTENER & DISCSEE

10AA8.1

20AA8.1

19AA8.1

MEMBRANE ROOF CAP

ROOFING SEALANT

ROOF FLASHING MEMBRANE

ROOFING FASTENER AND DISC

ROOFING BASE FLASHING

ROOFING MEMBRANEo/ROOF BOARD

ROOF DECK

PIPE CLAMP w/NEOPRENE GASKET

8" M

IN.

RUN ROOFING SYSTEM DOWNINTO SUMP

ROOF DRAIN &COVER, SEE ALSO

SUPPORT FLANGEBENEATH

CLAMPING RING

BOTTOM EDGE OF SUMP AREA

RIGID INSUL. TAPERED EDGE

2' - 0

"2' - 6"

6" MIN.

ROOF DRAIN AND COVER

CLAMPING RING

HOT AIR WELD

ROOF DRAIN SHALL BE PLACEDAT THE LOW POINT OF THE ROOF

ROOFING, OVER ROOF BOARDEXTEND UNDER CLAMPING RING

CAULKING, TYP.

ROOFING SEALANT AT &UNDER ROOFING ATCLAMPING RING, TYP.S.P.D. AND S.C.D. FORCONTINUATION.

(E) FRAMING

DECK CLAMP,PER ROOF DRAINMFGR.

FOR ADDT'L INFO SEE

LINE OF SUMPBEYOND

ROOFING MEMBRANEOVER TAPERED EDGEOF SUMP

OVERFLOW DRAIN SET 2" ABOVEROOF DRAIN , TYP.15

AA8.1

6" MIN.

12"

18"

18"

18"

18"

12"

12" 12" 12" 12"

ROOF FASTENER& DISC, TYP.

MAX.

TYP.

MAX.TYP.

ROOF WALKWAYPAD

ROOFING

(E) WOODSLEEPER

(E) CONDUITSUPPORTS

FASTENER AND PLATE

(E) ROOF SHEATHING TO REMAIN

SUBSTRATE BOARD

HOT-AIR WELD

AIR / VAPOR BARRIER OVERSUBSTRATE BOARD

#12 FASTENER & DISC FASTENEDTHROUGH TOP FLUTES,1 1/4" MIN. EMBEDMENT,VERIFY W/ ROOFING MFR.REQUIREMENTS, SEE

NOTE: VAPOR BARRIER SHALL BESEALED AT EDGES.

THERMOPLASTIC MEMBRANE,MECHANICALLY ATTACHED

AA8.119

HOT AIR WELD

SUBSTRATE BOARD

ROOFING FASTENER AND DISCSEE

(E) ROOF SHEATHING TO REMAIN, PROTECT

AA8.118

1" 2" 2 1/2"

SINGLE PLY THERMOPLASITICCLASS A MEMB. ROOFING SYSTEM

CTE

I A

AFO C OR

LI F

N

CIL

ATS

TE

ES D ARCH TIEN

REN:02/28/09C-14158

TSSELRA

HGUA

BMUHC

NIWG



AC_______

DATE___________________________

FLS_______ SS_______

APPL:

FILE:

PTN:

© T

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THE

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OF

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AN

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ENT

IS P

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HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:3

7 PM

AA8.1EXTERIOR DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



1 1/2" = 1'-0"1 1 HOUR WALL - EXTERIOR

1 1/2" = 1'-0"4 CONC. INFILL AT EXTERIOR

1" = 1'-0"5 TUBULAR SKYLIGHT

1 1/2" = 1'-0"3 TYPICAL CONC. WALK DETAILS

3" = 1'-0"2 WALL INFILL - EXTERIOR

3" = 1'-0"6 PIPE SLEEVE

3" = 1'-0"8 EXTERIOR WALL: CURB

1 1/2" = 1'-0"12 CURBS AT LOCKERS

3" = 1'-0"7 FURRED WALL AT TOILETS

1 1/2" = 1'-0"17 METAL FASCIA PANELS

3" = 1'-0"10 COPING @ PARAPET

1 1/2" = 1'-0"9 PARAPET

1 1/2" = 1'-0"14 PENETRATION AT ROOF

1" = 1'-0"15 R.D. AND OVERFLOW SUMP

1 1/2" = 1'-0"11 ROOF DRAIN

3/8" = 1'-0"19 ROOF FASTENING PATTERN

6" = 1'-0"16 (E) WOOD SLEEPERS

3" = 1'-0"18 ROOFING FASTENING

1 : 120 TYPICAL ROOFING LAP

GYP. BD.

ANGLE CLIPS BY MANUFAC.@ 24" o.c.. TOP & BOTTOM

#10x1" P.H. SCREW AT EACH CLIP

2x6 BLOCKING w/ A35 CLIPEACH END, TOP & BOTTOM

RUN FINISH BEHIND MARKERBOARD

MARKERBOARD

#12 F.H.W.S. @ EACH CLIP INTO STUDOR BLOCKING, MIN. 1 1/4" PENETRATION

34" MAX. A.F.F.

C.B.C. TABLE 7-B, ITEM 17-1.3

ASSEMBLY DESCRIPTION

2'' BY 4'' (51MM BY 102MM) WOOD STUDS 24'' (610MM) ON CENTER WITH5/8'' (15.9MM) TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY ORHORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD NAILS AT 7''(178MM) ON CENTER WITH END JOINTS ON NAILING MEMBERS.STAGGER JOINTS EACH SIDE.

5/8" TYPE 'X' GYP. BD. EACH SIDE

2x STUDS @ 16" o.c. PER PLAN, S.S.D.

SOUND BATT INSULATION, TYP.

Opening per F.E.C. Mfr.

NOTE: HANDLE OF FIREEXTINGUISHER SHALL BE48" A.F.F., MAX. TYP.

CONDITION AT FIRERESISTIVE WALL

FIREEXTINGUISHER

5/8" TYPE"X" GYP. BD.

2 LAYERS 5/8"TYPE "X" GYP. BD.

CHANNEL FRAMING

FRAMING,S.S.D.

FINISH PER ROOMFINISH SCHEDULE

FIRE EXT.CABINET

(2) #12R.H.W.S.EACH SIDE

GYPSUM ASSOCIATION WP 3910

ASSEMBLY DESCRIPTIONGYPSUM WALLBOARD, WOOD STUDSBASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHTANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16" o.c. STAGGERED 8" o.c. ON 2x6WOOD PLATES W/ 16d COATED NAILS 1 7/8" LONG, 0.085" SHANK, 1/4" HEADS, 24" o.c.FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED ON EACHSIDE AT RIGHT ANGLES TO STUDS OVER BASE LAYER W/ 8d COATED NAILS, 2 3/8"LONG, 0.113 SHANK, 9/32" HEADS, 8" o.c. STAGGER VERTICAL JOINTS 16" o.c. EACHLAYER AND SIDE. (LOAD BEARING)

5/8" TYPE "X" GYP. BD.EA. SIDE

3" SOUND ATTENUATIONBLANKET

2x4 @ 16"o.c. & STAGGERED8"o.c. ON 2x6 STUDS

FREE SIDE

CROSS-TEE FOR 2' x 2' ACOUSTICPANELS WHERE OCCURS.

MAIN RUNNER

CROSS RUNNER

FIXE

D S

IDE

FACE OFWALL, TYP.

COMPRESSION STRUT & 12 GA.4-WAY SPLAY WIRE BRACING SEE

12 GA. HANGER WIRE @4'-0" o.c. EA. WAY

FOR

BR

ACIN

GM

AX.

8" M

AX.

8" MAX.

6' - 0" MAX. 12' - 0" MAX. FOR BRACING

2' - 0" TYP.

4' - 0

"8'

- 0"

11A9.1

8A9.1

12A9.1

6A9.1

6A9.1

VERTICAL HANGERWIRE (METAL DECK)

SPLAYED BRACINGWIRE (METAL DECK)

MICRO-LAMWOOD BLOCKING

WOOD JOIST/RAFTER

HANGER WIRE - FOR BRACINGWIRES, FULLY EMBED SCREW EYETHREADS IN DIRECTION OF WIRE

BRACING WIRE

1/4"Ø SCREW EYE W/ MIN. 1 1/4"PENETRATION

BOTTOM OFJOIST/RAFTER

BRACING WIRE

HANGER WIRE

DO NOT INSERT SCREW EYEINTO SIDE OF FLANGE

HANGER WIRE TIED TO #3BAR w/ 3 WRAPS AROUNDBAR & 1 WRAP AROUNDWIRE BRACING WIRE, MIN. 4

TIGHT TURNS WITHIN1 1/2"

3" W. x 4" L. x 12 GA.STEEL STRAP

(2)- #8 x 1/2" METALSELF TAPPING SCREWS

GENERAL NOTES:1. MIN. 3 TIGHT TURNS WITHIN

1 1/2" AT HANGER WIRES.2. MIN. 4 TIGHT TURNS WITHIN

1 1/2" AT BRACING WIRES.

BRACING WIRE

HANGER WIRE

BRACING WIRE

2x BLOCKING w/ (2)- 16dEACH END

3- 1 1/2" x 9 GA. STAPLES OR3-STRONGHOLD 'J' NAILS ATEACH LOOP (TYP.)

NOTE: SOLID BLOCKINGREQUIRED FOR EITHERTYPE OF BRACING WIRE

STEEL DECK

INSULATION

#3 BAR x 12" LONG

STEEL DECK

INSULATION

1. 12 GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" x 4'-0"GRID SPACING ALONG MAIN RUNNERS. SPLICES WILL NOT BE PERMITTED IN ANYHANGER WIRES.

2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERSWITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE,WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA.

3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUC-TIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS ORBRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUSAREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVECOUNTER-SLOPING WIRES.

4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENTWALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2" FREE FROM OTHERWALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE ENDOF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2" CLEAROF WALL.

5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARENOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEENRUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUTOR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAYBE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRSTPARALLEL RUNNER IS 12" OR LESS THIS INTERLOCK IS NOT REQUIRED.

6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREESFROM EACH OTHER AT A SPACING NOT MORE THAN 12' x 12' ON CENTER. PROVIDEBRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACINGS GIVEN FROMEACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS.

THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OFTHE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILNG TO LIFT. SPLICESIN BRACING WIRES ARE NOT TO BE PERMITTED.

7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACINGWIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2".HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLEDIN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY ASPOSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE.

8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALLUNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHT-WEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOM-INAL DIAMETER TO HANGER WIRES.

3" M

AX.

1" M

IN.

1" MIN.

9. WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REIN-FORCED CONCRETE FOR HANGER WIRES, ONE OUT OF TEN MUST BE FIELD TESTEDFOR 200 LBS. OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FORBRACING WIRES, ONE OUT OF TWO MUST BE FIELD TESTED FOR 44O LBS. INTENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACINGWIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS ALL ADJACENT ANCHORSMUST BE TESTED.

10.ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORI-ZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES.

11.FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHINGLESS THAN 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVYDUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA.SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS ANDANCHORED TO THE STRUCTURE ABOVE. ALL 4' x 4' LIGHT FIXTURES MUST HAVESLACK SAFETY WIRES AT EACH CORNER.

ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICESWEIGHING 56 LBS. OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESSTHAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUC-TURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.

THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVEMUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.

12.ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATEDUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4TAUT 12 GA. WIRES EACH ATTACHED TO THE RUNNERS ADJACENT TO THE FIXTUREOR TERMINAL AND TO THE STRUCTURE ABOVE.

13.SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICESWHICH SURROUND THE CELING RUNNER AND WHICH ARE EACH SUPPORTED FROM THESTRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECTONLY TO THE RUNNER ARE NOT ACCEPTABLE.

PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8' OR LONGER.

14.SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTUREABOVE WITH HANGER WIRES OR CABLES PASSING THROUGHT EACH PENDANTHANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE(ALSO SEE NOTE 10).

15.ADDITIONAL REQUIREMENTS FOR FIRE RATED CEILINGS:A. PROVIDE UNDERWRITER LABORATORY (UL) DESIGN NUMBER OF STATE FIRE

MARSHALL (SFM) LISTING NUMBER. THE COMPONENTS & INSTALLATION DETAILSMUST CONFORM IN EVERY PARTICULAR WITH THE UL OR SFM APPROVAL FORTHE DESIGN NUMBER SPECIFIED. CUSTOM DESIGNS WHICH COMBINE COMPONENTSFROM DIFFERENT APPROVED DESIGNS, BUT HAVE NOT BEEN TESTED AS ACOMPLETE ASSEMBLY WILL NOT BE ACCEPTABLE.

B. FOR SCHOOLS, A SET OF 4 BRACING WIRES IS REQUIRED FOR EACH 96 S.F.THE FIRST SET OF BRACING WIRES ARE REQUIRED NOT MORE THAN 4'-0" FROMEACH WALL. A MINIMUM OF ONE SET OF BRACING WIRES IS REQUIRED BETWEENANY TWO ADJACENT EXPANSION CUT-OUTS OR RUNNERS BEING BRACED.

16.ALL WORK SHALL COMPLY WITH IRs 25-2 AND 25-3.

2" MIN

.

1 1/2"12 GA. HANGER WIRE

AT VERTICAL WIRES:MIN. (3) TURNS IN 1"@ SPLAY WIRES:MIN. (4) TURNS IN 1-1/2"

CLG

FR

AMIN

GTO

SU

SPEN

ED

12 GA. BRACE WIRE

2'

2'

ADD'L DIAG. SLACKWIRE PER

4'

LIGHT FIXTURE

MAIN RUNNER

VERT. HANGER@ 4' o.c., SEE

IN ADDITION TO SUSPENDED CEILINGHANGER WIRES, LIGHT FIXTURESHALL BE SECURED TO CEILINGGRID w/ #5 S.M.S. (1) EA. SIDE ANDSHALL HAVE TWO(2) SUPPORTWIRES, ONE IN EACH DIAGONALCORNER AND INDEPENDENT OF THECEILING GRID. PROVIDE SEISMICCLIP TO RUNNER.

11A9.1

11A9.1

8'-0

" MIN

.AL

LOW

ABLE

HEA

DC

LEAR

ANC

ETO

LO

WES

TPR

OJE

CTI

ON

TYP

BUILDING STRUCTURE

FINISHED CEILING

45° TYP.

VIDEO/DATA/GRAPHICS PROJECTOR (N.I.C.)

3" MIN., 6" MAX. DIMENSION

PROJECTOR MOUNT UNIT BRACKET

ESCUTCHEON OR TRIM TO FITSUSP. ADAPTOR AT CLG.

PROVIDE MIN. 4" GAP ON ALL SIDESOF ADJUST. SUSP. ADAPTOR

4x BLOCKING (FLAT) w/ A-35 CLIP EA ENDAND (3) 16d FN THRU (E) FRAMING

'L' 2-1/2" x 2-1/2" x 3/16" DIAGONAL BRACESTO STRUCTURE ABOVE (IN TWODIRECTIONS) - WELD TO PROJECTORMOUNT AND PER MFR. REQUIRMENTS

ADJUSTABLE SUSPENSION ADAPTOR - SECURED TO BUILDING STRUCTURE

(1)-1/2" DIA. TILE GROMMET AT FINISHCEILING FOR CABLES

3/8" DIA. LAG BOLT w/ 1-1/2" MIN. EMBEDMENTINTO 4x BLOCKING

FUTURE CABLING (N.I.C.)

(4) 3/8" DIA. LAG BOLTS

SEE R.C.P. FOR LOCATIONS

POWER AND DATA OUTLETS REQUIREDAT EA. BRACKET LOCATION. S.E.D. FORADDITIONAL INFO.

w/ 1-1/2" MIN. EMBEDMENTINTO 4x BLOCKING

NOTE: G.C. TO VERIFY FINAL LOCATION ANDTYPE OF BRACKET W/ DISTRICT TECHNOLOGYREPRESENTATIVE PRIOR TO PROCUREMENT.

A34 EEA35 EE

A34 ES4" MIN.

2"

3"

8" MAX. 8" MAX.

#8x1 1/2" R.H.W.S. TO EACH STUD

ACOUSTICAL BOARDNOT SHOWN

FIXED END

WALL ANGLE

1/8" POP RIVET

FREE END

(OR 1/4 LENGTH OF END TEE - WHICHEVER IS LEAST)ANGLED SPACER

MIN. OF 3 TURNSWITHIN 1" (TYP.)

#12 GA. WIREHANGER

WALLANGLE

NOTE: TWO ADJACENT WALLS SHALL BE FIXED AND TWO SHALL BE FREE.NOTCHING OF HORIZ. SECTIONS PERMITTED AT INTERSECTIONS W/ MAINRUNNERS OR CROSS TEES. LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TOCEILING GRID. THE LIGHT FIXTURES SHALL ALSO BE INDEPENDENTLY ATTACHEDTO THE STRUCTURE SEPARATE FROM THE CEILING GRID w/ #12 WIRE AT 2CORNERS DIAGONALLY ACROSS FROM ONE ANOTHER.

15/16"

1/2" CLR.(OR 1/4 LENGTH OF END TEE - WHICHEVER IS LEAST)

45° M

AX.

45°MAX.

45° M

AX.

COMPRESSION STRUTS: STEEL SECTION w/ L/R RATIO OF 200 MAX.ATTACH TO MAIN RUNNERS w/ 1/4" MACHINE BOLTS AND TOSUPPORTING STRUCTURE ABOVE w/ #12 F.H.W.S. TO JOISTS.COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE.

#12 GA. SPLAYBRACE WIRES

MIN. OF (4) TWISTSWITHIN 1 1/2", TYP.

MAIN RUNNERNOTE: STARTING FROM 6' FROM EACHWALL, INSTALL (4) SPLAY BRACEWIRES @ 12'-0" o.c. MAX.EACH WAY. (FOR NON-RATED CLG.)

CROSS TEE

1" TYP.2" MAX.

#12 GA. VERT. HANGER WIRE @ 4'-0" o.c.TO MAIN RUNNERS & TO MAIN RUNNER ATEACH CORNER OF LIGHT FIXTURE ANDAIR TERMINAL

#12 GA. SPLAYBRACE WIRES

TELEPHONEHANDSET

MOP RACK FIRE EXTINGUISHER(CABINET)

FIRE EXTINGUISHER(WALL MOUNT)

MARKERBOARD

CEILING MOUNTEDPROJECTION SCREEN

CLOCK/SPEAKER/INTERCOM

8' - 6

"

4' - 0

"

5' - 0

"

4' - 0

"

3' - 0

"

CLG

FR

AMIN

G

TO S

USP

ENED

12 GA. HANGER WIRE

3 STRONG TIE FENCE STAPLES(9 GA. x 1 1/2") @ 10, 2, 6O'CLOCK POSITION

JOIST, RAFTER, ORPURLIN

12 GA. BRACE WIRE

AT VERTICAL WIRES:MIN. (3) TURNS IN 1"@ SPLAY WIRES:MIN. (4) TURNS IN 1-1/2"

2"

PROJECTION SCREEN

VIEWING SURFACE

MOUNTING CLIPS BY SCREEN MFR

SUSPENDED CEILING RUNNER

SUPPORT WIRES, SEE

BRACING WIRES AT EACHMOUNTING BRACKET, SEE

7A9.1

11A9.1

ACOUSTICAL WALL PANELSW/ CONCEALED SPLINE @24" O.C.

GYP. BD.

HORIZ. AND VERTICAL JOINTS

PERIMETER JOINTS

GYP. BD.

WALL FINISH PER SCHEDULE

PERIMETER FASTENING SPLINE

CTE

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AC_______

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FILE:

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OF

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RE;

AN

Y U

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ITH

OU

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RIT

TEN

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NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:0

1 PM

A9.1INTERIOR DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



3" = 1'-0"5 MARKERBOARD ANCHORAGE

1 1/2" = 1'-0"1 1 Hour Wall - Interior

3" = 1'-0"9 Fire Extinguisher Cabinet

1 1/2" = 1'-0"2 Type II Sound Wall (Plan)

1/8" = 1'-0"18 ACOUSTIC CEILING DIAGRAM

3/4" = 1'-0"20 DSA T-BAR CEILING DETAILS AND NOTES

1 1/2" = 1'-0"12 HANGER WIRE ATTACHMENT

1 1/2" = 1'-0"7 LIGHT FIXTURE

1 1/2" = 1'-0"17 PROJECTOR BRACKET

3" = 1'-0"6 SUSPENDED CEILING

1 1/2" = 1'-0"11 SUSPENDED CEILING BRACING

1/4" = 1'-0"14 TYPICAL FIXTURE MOUNTING HEIGHTS

1 1/2" = 1'-0"8 HANGER WIRE

3" = 1'-0"3 CEILING PROJECTION SCREEN

3" = 1'-0"4 FABRIC WRAPPED PANELS

STAINLESS STEEL.NOTE: ALL TRIM TO BE

PLAN SECTION ATINSIDE CORNER

PLAN SECTION ATEND

F.R.P. WALL PANEL

F.R.P. WALL PANEL

WALL PANELF.R.P.

INSIDE CORNER MOLD

MOLDWAINSCOT

21

21

21

REDUCER STRIP

NOTE: RISE MAY BE 1/4" MAXVERTICAL OR 1/2" MAX IF BEVELED2 HORIZ TO 1 VERT, TYPICAL

NOTE: RISE MAY BE 1/4" MAXVERTICAL. PROVIDE BEVELEDTRANSITION TO PROTECT EDGE

TRANSITION STRIPFLOOR FINISHES VARY. SEE PLAN ANDFINISH SCHEDULE FOR DETAILSAND SPECIFIC REQUIREMENTS.

THRESHOLD PER DOOR SCHEDULE

# 12 F.H.M.S. INTO EXPANSIONSHEILDS AT 24" oc (3 MIN.) @CONC. (F.H.W.S. @ WOOD)

FINISHED FLOOR LEVEL

1/4" MAXIMUM VERTICAL EDGE

1/2" M

AX.

1/2" M

AX.

1/2" M

AX.

2x6 BLKG w/ A35 CLIP EACH END

3/8"Øx 2" LAG BOLT

OFFSET ANGLE

1/4" x 20 x 3/4" NUT & BOLT

FLOOR ANCHOR CLIP

(N) 1/4"x2 1/2" EXP. BOLT @16" o.c., 6" MAX. FR/ ENDS

6"

INSULATIONBATT SOUND

TRUSS JOIST BLOCKINGBETWEEN TRUSS JOISTTRUSS JOIST

2x STUDS

GYP. BD.

AT 1 HR OCCUPANCY SEPERATION,PROVIDE 2x FRAMING @ 16" o.c. WITHGYP. BD. EACH SIDE TO DIE INTOUNDERSIDE OF ROOF STRUCTURE W/ROCK WOOL TO FILL IN VOIDS ANDFIRE SEAL T& B BOTH SIDES

1/2" G

AP A

T NO

NBEA

RING

WAL

LS

BATT SOUND INSULATION

TRUSS JOIST BLOCKING@ 48" o.c. BETWEENTRUSS JOIST

OF WALL

TRUSS JOIST

2x STUDS

GYP. BD.

TRUSS JOIST BLOCKINGBETWEEN PERPENDICULARBLOCKING FULL LENGTH

AT 1 HR OCCUPANCY SEPERATION,PROVIDE 2x FRAMING @ 16" o.c. WITHGYP. BD. EACH SIDE TO DIE INTOUNDERSIDE OF ROOF STRUCTURE W/ROCK WOOL TO FILL IN VOIDS ANDFIRE SEAL T& B BOTH SIDES

1/2" G

AP A

T NO

NBEA

RING

WAL

LS

SCRIBED CORNER FILLED

A.C.P. CEILING

ENDING CORNER

INSIDE CORNER

TACK SURFACE w/

w/ COLOR CAULK TOMATCH VINYL

VINYL WALL COVERING

VINYL WALL COVERINGTACK SURFACE w/

SCRIBED CORNER FILLEDw/ COLOR CAULK TOMATCH VINYL

SUSPENDED CEILING

TACK SURFACE w/VINYL WALL COVERING

J-MOLDING

SECTION @


ENDING CORNER


JOINT


FLOOR

WINDOW SILL

VINYL WRAPPED EDGES

J-MOLDING


FRAME

SECTION @ HEAD / JAMBWINDOW AND DOOR

BASE

FLOORING

BACK SPLASH


J-MOLDING

J-MOLDING

AC PLYWD. BACKING

4"

STUDENTSSTAFF VARIES

6" CONC. CURB

FLR DRAIN

SLOPE TO

RESINOUS FLOORING

MORTAR LEVELINGBED, AS REQ'D

A.B. & SILL, S.S.D.


PLYWD.

F.O

.G

YP. B

D.

F.O

. CU

RB

F.O

. STU

DF.

O. C

UR

B

6 1/8"

1/4"

NOTE: SURFACE SHALL ALIGNAND CONFORM WITH (E)ADJACENT CONDITIONS, V.I.F.

CONC. INFILL, SEE

CONT. SEALANT OVEREXPANSION MATERIALMATCH (E) REVEAL

(E) CONC. FLATWORK0'

1/2"MAX.

SET IN ADHESIVE

0'

6"

#3x18" DOWEL @ 12" o.c.

6"4"

V.I.F

.

3AA8.1

TRUSS BEYOND

(N) BM, S.S.D.

SUSPENDEDCEILING

(N) GYP. BD.ALL AROUND

FLOOR FINISH PER PLAN

FRAMING

FIBERGLASS SOUND BATTS, TYP.

GYP. BD.

RESILIENT BASE

FLOOR FINISH PER PLAN

FRAMING

INSULATION, TYP.

GYP. BD.

RESILIENT BASE

1/2" PLYWOOD BEHIND RUBBER BASE

TACKBOARD

VINYL WALL COVERING

3"

CEILING GRID

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AC_______

DATE___________________________

FLS_______ SS_______

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FILE:

PTN:

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OF

TLC

D A

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HIT

ECTU

RE;

AN

Y U

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ITH

OU

T W

RIT

TEN

CO

NS

ENT

IS P

RO

HIB

ITED

.

PROJECT NUMBER:

DATE:

CHECKED BY:

REVISIONS:

DRAWN BY:

01-109372

17-H5

64055-09

15864 WARDLAWSTREET


4/23

/201

2 3:

14:0

4 PM

A9.2INTERIOR DETAILS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION



6" = 1'-0"5 F.R.P. WALL PANEL TRIM

3" = 1'-0"4 FLOORING TRANSITIONS

3" = 1'-0"6 METAL SHELVING

1 1/2" = 1'-0"2 PERPENDICULAR TO TRUSSES

1 1/2" = 1'-0"3 WALL PARALLEL TO TRUSSES

3" = 1'-0"13 FABRIC WRAPPED PANELS MOUNTING

3" = 1'-0"1 CONC. CURB AT INT. WALL

1 1/2" = 1'-0"7 CONC. INFILL AT INTERIOR

1" = 1'-0"10 WRAPPED STEEL BEAM

3" = 1'-0"8 WALL FLOOR & BASE DETAIL

3" = 1'-0"12 VINYL TACKBOARD WALL

B C D E F G

1

2

DEMOLITION FLOOR PLAN NOTESSAWCUT & REMOVE (E) CONC FLATWORK & CURBS., PREPARE AREA TO RECEIVE NEWPLUMBING & STRUCTURAL WORK, S.P.D., AREA SHOWN HATCHED

REMOVE AND DELIVER (E) LOCKERS TO DISTRICT, PROTECT

REMOVE (E) FIRE HOSE CABINET, CAP PIPING WITHIN WALLS, PREPARE AREA FOR NEW WORK

1

2

3

CTE

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PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

© T

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MIDDLETOWN UNIFIEDSCHOOL DISTRICT

20932 BIG CANYON ROADMIDDLETOWN, CA 95461

4/23/2012 3:14:07 PM

AA1.01

LOCKERDEMOLITION

PLAN

07029.00

March 17, 2009

BMP

GCS


ADMINISTRATION

1/16" = 1'-0"1 DEMOLITION FLOOR PLAN

NOTE:FOR INFORMATION NOTNOTED SEE SHEET A2.1

1

2

1

2

2

1

1 1 2

2

1

2

1

3

1 2 1 2 1

1

NEW FLOOR PLAN NOTESINSTALL NEW LOCKERS, PROVIDE NEW CONC. CURBS, TYP., SEE ATTACHMENT AA1.03

(N) CONC. WALK, SEE PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEE

PATCH & REPAIR (E) CONC. SLAB, PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEE

PATCH & REPAIR (E) PLASTER TO MATCH ADJACENT IN FINISH AND TEXTURE, PAINT

ACCESSIBLE LOCKERS (384x 1%= 3.84 REQUIRED - 4 PROVIDED)PROVIDE ACCESSIBLE LATCH & SYMBOL AT CENTER LOCKER

1

2

3

4

4AA8.1

3AA8.1

4AA8.1

5

B C D E F G

1

2

8' - 0

"

4AA8.1

4AA8.1

12"

9"9"

12"

81 LO

CKER

S99

LOCK

ERS

LCKRS.24.

LOCKERS.27.

LOCK

ERS

.33.

LOCK

ERS

.30.

LOCK

ERS

.30.

LOCK

ERS

.42.

CLR30x48

CLR

30x4

8

CLR

30x4

8

CLR30x48

18 LOCKERS

CLR.24" SLOPE

1:20 MAXSLOPE

1:20 MAX24" CLR.

2% MAX

FLUSHTRANSITION

FLUSHTRANSITION

NORTH ELEVATIONFLUSHTRANSITION

1/4" MAX THRESHOLDPER DETAIL 2/A3.1

FLUSH TRANSITION

CTE

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DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

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4/23/2012 3:14:13 PM

AA1.02NEW LOCKER

PLAN

07029.00

March 17, 2009

BMP

GCS


ADMINISTRATION

1/16" = 1'-0"1 ADDENDUM NEW FLOOR PLAN

1 1 1

1

1

3

5

5

5

5

333

2

1

1

1

1

NOTE:FOR INFORMATION NOTNOTED SEE SHEET A2.2

V.I.F

.

LOCKER DEPTH

1x3 SPACER

METAL LOCKER

ANCHOR LOCKERS INTO (E)STUDS AT TOP & BOTTOMOF EACH LOCKER w/ #12 x 1-1/2"R.H.W.S. & CUP WASHERS

#14 x 2 1/2" R.H.W.S. WITH FENDERWASHERS @ 24" O.C. INTO SHAPED2x4 P.T.D.F. WOOD SLEEPER

SHIM

SEALANT

CEMENT PLASTER, PAINT

6" V

.I.F.

2"

3/4"

3"

1' - 0 11/32"

NEW CURB, SEE3

AA8.14

AA8.1

FLASHING

SIM. SIM.

SLOPING TOP CLOSURE

6"

NOTE: PROVIDE METALCLOSURE PANELS ATEXPOSED ENDS

CTE

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PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

© T

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4/23

/201

2 3:

14:1

9 PM

AA2.3

LOCKERDETAIL

07029.00

March 17, 2009

BMP

GCS


ADMINISTRATION

1 1/2" = 1'-0"1 CURB AT LOCKERS

LANDSCAPING

LANDSCAPING

(E) A/C PAVING

(E) CONC.WALK

TEMPORARYCHAINLINKCONSTRUCTIONFENCE WITH SOLIDFABRIC COVERING

TEMPORARY CHAINLINKCONSTRUCTION FENCE(DASHED LINE)

(E) CONC.

(E) CONC.

STAGING AREA

LANDSCAPING

CTE

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PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

© T

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4/23/2012 3:14:28 PM

AA4.01STAGING PLAN

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION

1" = 30'-0"1 STAGING PLAN

B C D E F G

1

2

CTE

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REN:02/28/05C-14158

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PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

© T

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4/23/2012 3:14:29 PM

AA4.02NEW FLOORPLAN WALLS

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION

1/16" = 1'-0"1 NEW FLOOR PLAN WALLS

1 1R

CLOSET120 5' - 0"

CLR.

W D

48x8

4x12

48x84x12

48x8

4x12

48x8

4x12

36x84x12

28

4' - 4

"

30x48 CLR.

18"

D

D

36x84x12

36x8

4x12

36x8

4x12

36x8

4x12

36x8

4x12

STORAGE111

5' - O"

CLR.

CTE

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PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

REVISIONS:

© T

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4/23

/201

2 3:

14:3

0 PM

AA4.04

METALSHELVING

07029.00

March 17, 2009

BMP

GS


ADMINISTRATION

1/8" = 1'-0"1 CLOSET - 120

1/8" = 1'-0"2 STORAGE - 111

shelf sizeschanged, typ.

shelf sizeschanged, typ.

Documents

Middletown Unified School District, Middletown High School Admin/Science Modernization