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Produced project in REVIT through all phases, Programming, agency approval with consultant coordination to CA
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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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RAW
ING
S A
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INST
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ERV
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AN
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THE
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ERTY
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AN
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ITH
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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
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 RAMPAPP. 01-102864
CURB RAMP APP.01-102864
CURB RAMPAPP. 01-102864 TOW AWAY SIGN
APP. 01-102864
CURB RAMPAPP. 01-102864
TOW AWAY SIGNAPP. 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
TOW AWAY SIGNAPP. 01-102864
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
1
STAGINGAREA
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:1
1 PM
AA1.1SITE PLAN
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:1
4 PM
AA2.1DEMOLITION FLOOR PLAN
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
SMALL GROUPINSTRUCTION
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
(E) SHEET METAL ELECT. CONDUIT COVER TO REMAIN, PAINT, S.E.D.
(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
SMALL GROUPINSTRUCTION
119
OFFICE109
LOBBY101
A9.22
FINISH FLOOR0"
Top Plate10' - 0"
B C D E F G
GIRLS122
SMALL GROUPINSTRUCTION
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
8
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:
© 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
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ITH
OU
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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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:1
9 PM
AA2.2NEW FLOOR PLAN
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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.
SANITARY WALL COVERING
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:1
5 PM
A2.3
ENLARGED TOILETROOMS AND DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
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
FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME
DOOR
METAL FRAME FOR ATTACHMENTSEE
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.
1/4" SHIM WITH SEALANT& BACKER ROD, TYP.
STOREFRONT
EXTERIOR PLASTERW/ "J" MOULD &BACKER ROD & SEALANT, TYP.
CONT. NAILER TO MATCHWALL FINISH THICKNESS
1' - 1 1/4"18" (N.T.S.)
1/4" SHIM WITH SEALANT& BACKER ROD, TYP.
3/8"x2 1/2" L.S. @ 16" o.c.,6" MAX. FR/ ENDS
4 1/2"
FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME
FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME
DOOR
METAL FRAME FOR ATTACHMENTSEE
HEAD SIM.
1A3.1
1/8" 1/2" FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME
FINISH PER INTERIOR ELEVATIONTO RUN UNDER FRAME
DOOR
METAL FRAME FOR ATTACHMENTSEE
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:2
0 PM
A3.1
DOOR SCHEDULE,DOOR/STOREFRONTTYPES AND DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
BASE & FINISHFLOOR PERFINISHSCHEDULE
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
BASE & FINISHFLOOR PERFINISHSCHEDULE
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:2
5 PM
A3.2
CASEWORK PLANS,ELEVATIONS & DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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) SHEET METAL ELECT. CONDUIT COVER TO REMAIN, PAINT, S.E.D.
(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
(E) FRAMING TOREMAIN, PROTECT
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
NOTE: REFER TO INT.ELEV. FOR ADDITIONALFINISHES, TYP.
WINDOW ASSEMBLY, TYP.
SEALANT
1x WOOD TRIM @ HEAD,JAMB & SILL, PAINT
(E) FRAMING TOREMAIN, PROTECT
S.A.F.F., TYP.
W.R.B., TYP.
LOW EXPANSION FOAMSEALANT @ PERIMETEROF OPENING, TYP.
CEMENT PLASTER SYSTEM,PAINT
METAL 'J' MOLD
1x4 WOOD TRIM, PAINT
1x6 WOOD TRIM, PAINT
2x4 WOOD TRIM, PAINT
BEAD & SEALANT
NOTE: REFER TO INT.ELEV. FOR ADDITIONAL
FINISHES, TYP.
WINDOW ASSEMBLY, TYP.
SEALANT
1x WOOD TRIM @ HEAD,JAMB & SILL, PAINT
(E) FRAMING TOREMAIN, PROTECT
S.A.F.F., TYP.
W.R.B., TYP.
LOW EXPANSION FOAMSEALANT @ PERIMETEROF OPENING, TYP.
CEMENT PLASTER SYSTEM,PAINT
BEAD & SEALANT
1x4 WOOD TRIM, PAINT
METAL 'J' MOLD
NOTE: REFER TO INT.ELEV. FOR ADDITIONALFINISHES, TYP.
NOTE: REFER TO INT.ELEV. FOR ADDITIONALFINISHES, TYP.
BEAD & SEALANT
SEALANT
1x WOOD TRIM @ HEAD,JAMB & SILL, PAINT
(E) FRAMING TOREMAIN, PROTECT
S.A.F.F., TYP.
W.R.B., TYP.
LOW EXPANSION FOAMSEALANT @ PERIMETEROF OPENING, TYP.
1x WOOD TRIM, PAINT
1x WOOD TRIM, PAINT
2x4 WOOD TRIM, PAINT
LOW EXPANSION FOAMSEALANT @ PERIMETEROF OPENING, TYP.
SEALANT
WINDOW ASSEMBLY, TYP.
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:2
6 PM
AA4.1
EXTERIOR ELEVATIONS,WINDOW TYPES &WINDOW DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
SMALL GROUPINSTRUCTION
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:3
2 PM
AA6.1
REFLECTED CEILINGPLAN & ROOF PLAN
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
NORTH EAST SOUTH WEST
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:3
5 PM
A7.1INTERIOR ELEVATIONS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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 EAST SOUTH WEST
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.
PAPER TOWEL DISPENSER
MIRROR, SEE
36"GRAB BAR, SEE
SOAP DISPENSER
8'-0"x4'-0" MARKERBOARD, SEE DETAIL
METAL SHELVING, SEE
FA EQUIPMENT, S.E.D.
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
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:4
5 PM
A7.2INTERIOR ELEVATIONS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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.
FA EQUIPMENT, 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
(N) WALL MOUNTED 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG
MINI BLINDS, TYP. ALL EXTERIOR WINDOWS, SEE
1
2
3
4
5
6
7
13A9.2
10A3.2
5A9.1
8
9
4A9.1
13A9.2
10-
---
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:4
8 PM
A7.3INTERIOR ELEVATIONS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
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"
INTERIOR ELEVATION NOTESCLOCK/SPEAKER, S.E.D.
FA EQUIPMENT, 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
(N) FUME HOOD
(N) WALL MOUNTED 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG
(N) EYE WASH STATION
MINI BLINDS, TYP. ALL EXTERIOR WINDOWS, SEE
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
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.
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:5
4 PM
A7.4INTERIOR ELEVATIONS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS
PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS
PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS
PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS
PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS
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
FOR MOUNTING HEIGHTS, SEE18
A2.3
NORTH EAST SOUTH WEST
FOR MOUNTING HEIGHTS, SEE18
A2.3
INTERIOR ELEVATION NOTESCLOCK/SPEAKER, S.E.D.
FA EQUIPMENT, S.E.D.
GYP. BD., TYP.
FABRIC WRAPPED PANELS OVER GYP. BD., SEE
SANITARY WALL COVERING
PLUMBING FIXTURE, S.M.D.
42" GRAB BAR, SEE
RECESSED TOILET PAPER DISPENSER
METAL SHELVING, SEE
PAPER TOWEL DISPENSER
24x36 MIRROR, SEE DETAIL
36" GRAB BAR, SEE
SOAP DISPENSER
TOILET PARTITION, SEE DETAIL
16'-0" MARKERBOARD, SEE
RANGE HOOD, TYP.
CEILING MOUNTED PROJECTOR
ELECTRICAL PANEL, S.E.D.
(N) WALL MOUNTED 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG
MINI BLINDS, TYP. ALL EXTERIOR WINDOWS, SEE
(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
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
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:
© 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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
13:5
8 PM
A7.5INTERIOR ELEVATIONS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
FOR INFO NOTNOTED SEE 14
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.
FOR INFO NOTNOTED SEE 10
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:3
7 PM
AA8.1EXTERIOR DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
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:
© 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
ERTY
OF
TLC
D A
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AN
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CO
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IS P
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HIB
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:
14:0
1 PM
A9.1INTERIOR DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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 @
TACK SURFACE w/VINYL WALL COVERING
ENDING CORNER
VINYL WALL COVERINGTACK SURFACE w/
JOINT
VINYL WALL COVERINGTACK SURFACE w/
FLOOR
WINDOW SILL
VINYL WRAPPED EDGES
J-MOLDING
TACK SURFACE w/VINYL WALL COVERING
FRAME
SECTION @ HEAD / JAMBWINDOW AND DOOR
BASE
FLOORING
BACK SPLASH
VINYL WALL COVERINGTACK SURFACE w/
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.
SANITARY WALL COVERING
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
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:
© 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
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
MIDDLETOWN, CA 95461
4/23
/201
2 3:
14:0
4 PM
A9.2INTERIOR DETAILS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
MIDDLETOWN UNIFIEDSCHOOL DISTRICT20932 BIG CANYON
ROAD MIDDLETOWN,CA 95461
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
I A
AFO C OR
LI F
N
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ATS
TE
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REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
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E D
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TS O
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AND
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SEN
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ED.
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
MIDDLETOWNHIGH SCHOOL
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
I A
AFO C OR
LI F
N
CIL
ATS
TE
ES D ARCH TIEN
REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
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E D
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WIN
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ARE
INST
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TS O
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MIDDLETOWN UNIFIEDSCHOOL DISTRICT
20932 BIG CANYON ROADMIDDLETOWN, CA 95461
4/23/2012 3:14:13 PM
AA1.02NEW LOCKER
PLAN
07029.00
March 17, 2009
BMP
GCS
MIDDLETOWNHIGH SCHOOL
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
I A
AFO C OR
LI F
N
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ATS
TE
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REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
HES
E D
RA
WIN
GS
ARE
INST
RU
MEN
TS O
F SE
RVI
CE
AND
AR
E TH
E S
OLE
PR
OP
ERTY
OF
TLC
D A
RC
HIT
ECTU
RE
; AN
Y U
SE
WIT
HO
UT
WR
ITTE
N C
ON
SEN
T IS
PR
OH
IBIT
ED
.
MIDDLETOWN UNIFIEDSCHOOL DISTRICT
20932 BIG CANYON ROADMIDDLETOWN, CA 95461
4/23
/201
2 3:
14:1
9 PM
AA2.3
LOCKERDETAIL
07029.00
March 17, 2009
BMP
GCS
MIDDLETOWNHIGH SCHOOL
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
I A
AFO C OR
LI F
N
CIL
ATS
TE
ES D ARCH TIEN
REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
HES
E D
RA
WIN
GS
ARE
INST
RU
MEN
TS O
F SE
RVI
CE
AND
AR
E TH
E S
OLE
PR
OP
ERTY
OF
TLC
D A
RC
HIT
ECTU
RE
; AN
Y U
SE
WIT
HO
UT
WR
ITTE
N C
ON
SEN
T IS
PR
OH
IBIT
ED.
MIDDLETOWN UNIFIEDSCHOOL DISTRICT
20932 BIG CANYON ROADMIDDLETOWN, CA 95461
4/23/2012 3:14:28 PM
AA4.01STAGING PLAN
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
1" = 30'-0"1 STAGING PLAN
B C D E F G
1
2
CTE
I A
AFO C OR
LI F
N
CIL
ATS
TE
ES D ARCH TIEN
REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
HES
E D
RA
WIN
GS
ARE
INST
RU
MEN
TS O
F SE
RVI
CE
AND
AR
E TH
E S
OLE
PR
OP
ERTY
OF
TLC
D A
RC
HIT
ECTU
RE
; AN
Y U
SE
WIT
HO
UT
WR
ITTE
N C
ON
SEN
T IS
PR
OH
IBIT
ED.
MIDDLETOWN UNIFIEDSCHOOL DISTRICT
20932 BIG CANYON ROADMIDDLETOWN, CA 95461
4/23/2012 3:14:29 PM
AA4.02NEW FLOORPLAN WALLS
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
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
I A
AFO C OR
LI F
N
CIL
ATS
TE
ES D ARCH TIEN
REN:02/28/05C-14158
TSSELRA
HGUA
BMUHC
NIWG
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
REVISIONS:
© T
HES
E D
RA
WIN
GS
ARE
INST
RU
MEN
TS O
F SE
RVI
CE
AND
AR
E TH
E S
OLE
PR
OP
ERTY
OF
TLC
D A
RC
HIT
ECTU
RE
; AN
Y U
SE
WIT
HO
UT
WR
ITTE
N C
ON
SEN
T IS
PR
OH
IBIT
ED
.
MIDDLETOWN UNIFIEDSCHOOL DISTRICT
20932 BIG CANYON ROADMIDDLETOWN, CA 95461
4/23
/201
2 3:
14:3
0 PM
AA4.04
METALSHELVING
07029.00
March 17, 2009
BMP
GS
MIDDLETOWNHIGH SCHOOL
ADMINISTRATION
1/8" = 1'-0"1 CLOSET - 120
1/8" = 1'-0"2 STORAGE - 111
shelf sizeschanged, typ.
shelf sizeschanged, typ.