Middletown Unified School District, Middletown High School Admin/Science Modernization by Balyn Pitman

Middletown High School Administration Modernization Middletown Unified School District

SYMBOLS

BOARD BITUMINOUS BUILDING BLOCK BLOCKING BENCH MARK or BEAM BOTTOM BEARING BRICK BRONZE BETWEEN BUILT-UP ROOFING

CAB. CARP. C.B. CEM. CER. CER.T. C.I. CIR. C.J. CLG. CLG.J. CLKG. CLO. CLR. CLS. C.M.U. CNTR. C.O. COL. COMB. COMP. CONC. CONN. CONST. CONT. CONV.O. CTR. C.W.

CABINET CARPET CATCH BASIN CEMENT CERAMIC CERAMIC TILE CAST IRON CIRCLE CONSTRUCTION JOINT CEILING CEILING JOIST CAULKING CLOSET CLEAR CLOSURE CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN COMBINATION COMPOSITION CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONVECTION OVEN CENTER COLD WATER

DET. DF. D.F. DIA. DIAG. DIM. DISP. DIV. DN. D.O. DR. D.S. D.T. D.W. DWR.

DETAIL DOUGLAS FIR DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPOSAL DIVISION DOWN DOOR OPENING DOOR DOWN SPOUT DRAIN TILE DISHWASHER DRAWER

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

EXISTING EAST EACH EACH END EXHAUST FAN EXPANSION JOINT ELECTRICAL ELEVATION EDGE NAIL

F.HORN F.H.S. FH.W.S. FIN. FIXT. F.J. F.L. FLASH. FLR. F.N. F.O.B. F.O.C. F.O.F. F.O.M. F.O.S. F.R. FTG. FUT. GA. GALV. G.B. G.D. G.E. G.I. GL. GLB. GND. GR. G.S.M. GYP.BD. H.B. H.C. HDR. HDWD. HDWE. HGT. H.M. HORIZ. H.P. HR. H.S.S. HTG. H.V.A.C. H.W.

GAUGE GALVANIZED GRAB BAR GARBAGE DISPOSAL GRATE ELEVATION GALVANIZED IRON GLASS GLUE LAMINATED BEAM GROUND GRADE GALVANIZED SHEET METAL GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HARDWOOD HARDWARE HEIGHT HOLLOW METAL HORIZONTAL HIGH POINT HOUR HOLLOW STRUC. STL. HEATING HEATING, VENTILATION & AIR CONDITIONING HOT WATER

I.D. INSUL. INT. INV.

INSIDE DIAMETER INSULATION INTERIOR INVERT

JAN. J.H. JST. JT.

JANITOR JOIST HANGER JOIST JOINT

KIT.

KITCHEN

LAB. LAM. LAV. L.B.

LABORATORY LAMINATE LAVATORY LAG BOLT

PROJECT NOTES

(N) N. NAT. N.I.C.

NO. NOM. N.T.S. O/ O.A. OBS. O.C. O.D. O.F. OFF. O.F.S. O.H.W.S. OPP. P.

NEW NORTH NATURAL NOT IN CONTRACT (NOT PART OF OSA APPROVAL) NUMBER NOMINAL NOT TO SCALE OVER OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OVERFLOW OFFICE OUTSIDE FACE OF STUD OVAL HEAD WOOD SCREW OPPOSITE

P.V.C.

PAINT POUNDS PER CUBIC FOOT PANEL EDGE NAILING PERFORATED PLATE PLASTIC LAMINATE PLASTER POUNDS PER LINEAR FOOT PLYWOOD PRESSED METAL FRAME PAIR PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PULL STATION POINT PAPER TOWEL DISPENSER PRESSURE TREATED DOUGLAS FIR PARTITION PAPER TOWEL RECEPTACLE POLYVINYL-CHLORIDE

Q.T.

QUARRY TILE

P.C.F. P.E.N. PERF. PL. P.LAM. PLAS. P.L.F. PLYWD. P.M.F. PR. PROP. P.S.F. P.S.I. P.STA. PT. P.T.D. P.T.D.F. PTN. P.T.R.

RAD. R.B. R.C.P. R.D. RDWD. REF. REFR. REINF. RESIL. R.H. RH.M.S. RH.W.S. RM. R.O. R.W.L.

RADIUS RUBBER BASE REINFORCED CONCRETE PIPE ROOF DRAIN REDWOOD REFERENCE REFRIGERATOR REINFORCING RESILIENT ROOF HATCH ROUND HEAD METAL SCREW ROUND HEAD WOOD SCREW ROOM ROUGH OPENING RAIN WATER LEADER

STA. STD. STL. S. STL. STO. STRUC. SUSP. T.B. T&BOT. TEL. TEMP. TER. T&G. THK. T.J. T.N. T.O.C. T.O.P. T.O.PL. T.O.W. T.P.D. TRN. T.S. T.V. TYP.

TACKBOARD TOP AND BOTTOM TELEPHONE TEMPERED TERRAZZO TONGUE AND GROOVE THICK TOOL JOINT TOE NAIL TOP OF CURB TOP OF PAVEMENT TOP OF PLATE TOP OF WALL TOILET PAPER DISPENSER TRANSOM TUBE STEEL TELEVISION TYPICAL

S.M.D. S.P. SPEC. SQ. SQ. FT. S.S. S.S.D.

UNF. U.O.N.

UNFINISHED UNLESS OTHERWISE NOTED URINAL

UR. V.C.T. VERT. VEST. V.G. V.I.F. V.T. V.T.R. V.W.C.

VINYL COMPOSITION TILE VERTICAL VESTIBULE VERTICAL GRAIN VERIFY IN FIELD VINYL TILE VENT TO ROOF VINYL WALL COVERING

W. W/ W.C. WD. WDW. W.F. W.H W/O W.P. W.R. W.R.B. WT. W.W.F.

WEST WITH WATER CLOSET WOOD WINDOW WASH FOUNTAIN WATER HEATER WITHOUT WATER PROOF WATER RESISTANT WEATHER RESISTANT BARRIER WEIGHT WELDED WIRE FABRIC

YD.

YARD

O.F.O.I.

OWNER FURNISH OWNER INSTALL OWNER FURNISH CONTRACTOR INSTALL CONTRACTOR FURNISH CONTRACTOR INSTALL CONTRACTOR FURNISH OWNER INSTALL

O.F.C.I. C.F.C.I. C.F.O.I.

FACE OF / TOP OF CENTER OF

GWI N

LIC E

ACOUSTICAL TILE (SECTION) BRICK OR C.M.U. (SECTION)

CEMENT PLASTER (ELEVATION) ROOM IDENTIFICATION

Room Name 101

ROOM NAME ROOM NUMBER

CEMENT PLASTER W/ WIRE LATH (SECTION) CEMENT PLASTER W/ EXPANDED LATH (SECTION)

FINISH IDENTIFICATION FINISH CODE

CERAMIC TILE (PLAN & ELEVATION) CONCRETE (SECTION)

INTERIOR ELEVATION A7.1

DASH INDICATES NO ELEVATION

A A5.1

CONCRETE MASONRY UNITS (PLAN & SECTION) EARTH (SECTION)

SECTION SECTION NUMBER SECTION SHEET

MAI N ST . HW Y 17 5

FINISH CARPENTRY (ELEVATION & SECTION) GYPSUM BOARD (SECTION)

23 A8.1

DETAIL DETAIL NUMBER DETAIL SHEET

INSULATION, BATT (PLAN & SECTION)

A4.1

ELEVATION NUMBER ELEVATION SHEET

REFER TO DOOR SCHEDULE WINDOW TYPE

REFER TO WINDOW SCHEDULE

PLYWOOD (SECTION)

ZUCCO FAGENT ASSOCIATES

FARD ENGINEERS, INC.

WOOD, CONTINUOUS (SECTION)

1212 FOURTH STREET, SUITE Z SANTA ROSA, CA 95404 PHONE : (707) 526-0992 FAX : (707) 526-0217

309 LENNON LANE WALNUT CREEK CA 94548 PHONE : (925) 932-5505 FAX : (925) 932.0555

WOOD, BLOCKING (SECTION)

MECHANICAL ENGINEER

LOUVER TYPE

15000 INC.

REFER TO LOUVER SCHEDULE

613 FOURTH STREET, SUITE 203A SANTA ROSA, CA 95404 PHONE: (707) 577-0363 FAX: (707) 577-0364

MATCH LINE

APPLICABLE CODES BUILDING CODES AND STANDARDS 2001 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (PART 1, 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)

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

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

2001 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR) (2000 EDITION IAMPO UNIFORM MECHANICAL CODE WITH 2001 CALIFORNIA AMENDMENTS)

ALL CHANGE ORDERS AND ADDENDA TO BE SIGNED BY THE ARCHITECT AND OWNER AND APPROVED BY DSA. CHANGE ORDERS ARE NOT VALID UNTIL APPROVED BY DSA PER SECTION 4-338, PART 1, TITLE 24.

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

2001 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR) (2000 EDITION IAPMO UNIFORM PLUMBING CODE WITH 2001 CALIFORNIA AMENDMENTS) 2005 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR) 2001 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)

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

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

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

TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335 OF PART 7, TITLE 24 AND THE DISTRICT SHALL EMPLOY AND PAY THE LABORATORY. COSTS OF RE-TEST MAY BE BACK CHARGED TO THE CONTRACTOR.

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

4/23/2012 3:14:38 PM

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

11. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THE SCHOOL BUILDING IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CCR, A CHANGE ORDER PLACEMENT OF CONCRETE PER SECTION 4-331, PART 1, TITLE 24. DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OFFICE OF REGULATION SERVICES. INSPECTOR SHALL BE APPROVED BY DSA. INSPECTION SHALL BE IN ACCORDANCE WITH SECTION 4-333(b) AND 4-342 PART 1, TITLE 24.

A NI

64055-09

STANDARD NOTES AND DETAILS STANDARD NOTES AND DETAILS STANDARD NOTES AND DETAILS FOUNDATION PLAN AND DETAILS ROOF FRAMING PLAN FRAMING DETAILS

MECHANICAL

NATIONAL REFERENCE STANDARDS

PLUMBING P1.1 AP2.1 P2.2 AP2.3 AP2.4

PLUMBING NOTES, LEGEND AND DETAILS BUILDING A PLUMBING DEMOLITION PLAN BUILDING A PLUMBING PLAN, DRAIN, WASTE AND VENT BUILDING A PLUMBING PLAN DOMESTIC WATER AND GAS BUILDING A PLUMBING PLAN (ROOF)

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

DEFERRED APPROVAL VERIFY TYPE OF TRUSS IN FIELD AND PROVIDE TESTING AND PROCEEDURES TO BE APPROVED BY DSA. INCREASE CAPACITY OR REDUCE LOAD TO (E) JOIST AS REQUIRED TO MEET TESTING REQUIREMENTS.

AE0.1 AE0.2 AE1.1 AE2.1 AE2.2 AE2.3 AE2.4 AE3.1 E3.2 AE3.3 AE4.1 E4.2 E4.3

GENERAL NOTES, LEGENDS AND SCHEDULES SCHEDULES AND NOTES ELECTRICAL SITE PLAN BUILDING A LIGHTING PLAN BUILDING A POWER PLAN BUILDING A ROOF PLAN BUILDING A DEMO PLAN SINGLE LINE AND NOTES DETAILS ELECTRICAL PANEL SCHEDULES ELECTRICAL FIRE ALARM SCHEDULES, LEGENDS AND NOTES BUILDING A FIRE ALARM PLAN FIRE ALARM POINT TO POINT DIAGRAM

THESE DRAWINGS AND/OR SPECIFICATIONS AND/OR CALCULATIONS FOR THE ITEMS LISTED, HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR DESIGN INTENT AND HAVE BEEN FOUND TO MEET THE APPROPRIATE REQUIREMENTS OF THE TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME. THE ITEMS LISTED OR ATTACHED HAVE BEEN COORDINATED WITH MY PLANS AND SPECIFICATIONS AND ARE ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT FOR WHICH I AM THE INDIVIDUAL DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE (OR FOR WHICH I HAVE BEEN DELEGATED RESPONSIBILITY FOR THIS PORTION OF THE WORK).

ASD (AISC) MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. 2001 REVISED NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.

Signature of Architect/Engineer

Date

ACI-318-95 CODE & COMMENTARY

Gwin C. Stumbaugh, Architect

NFPA 72, 1999 EDITION, NATIONAL FIRE ALARM CODE, AS AMENDED BY STATE FIRE MARSHAL

Name, Title

C-14158 / 02-28-09 License No./Exp.Date

ADA (AMERICANS WITH DISABILITIES ACT, 1990) ADAAG 28 CFR PART 36

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

TITLE 24 DOCUMENTATION HVAC SCHEDULES NOTES, DETAILS AND LEGEND BUILDING A HVAC DEMOLITION PLAN BUILDING A HVAC PLAN BUILDING A HVAC ROOF PLAN HVAC DETAILS

ELECTRICAL

REFER TO PARTITION LEGEND WORK POINT (CONTROL or DATUM POINT)

PTN:

DATE___________________________

CONSULTANTS ELECTRICAL ENGINEER

PARTITION TYPE INDICATOR A6

S0.1 S0.2 S0.3 S2.0 AS2.1 S8.1

AM0.1 AM1.1 AM2.1 AM2.2 AM2.3 M3.1

STRUCTURAL ENGINEER

DOOR NUMBER

SITE PLAN DEMOLITION FLOOR PLAN NEW FLOOR PLAN ENLARGED TOILET ROOMS AND DETAILS DOOR SCHEDULE, DOOR/STOREFRONT TYPES AND DETAILS CASEWORK PLANS, ELEVATIONS & DETAILS EXTERIOR ELEVATIONS, WINDOW TYPES & WINDOW DETAILS REFLECTED CEILING PLAN & ROOF PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS EXTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS

YOU NG ST.

METAL (SECTION) POROUS FILL (SECTION)

101

17-H5

STRUCTURAL

EXTERIOR ELEVATION 3

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

GA STO I L CA

29 WY H . ST

INSULATION, RIGID (PLAN & SECTION)

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

MIDDLETOWN HIGH SCHOOL 15864 WARDLAW STREET MIDDLETOWN, CA 95461

FILE:

AC_______ FLS_______ SS_______ AA1.1 AA2.1 AA2.2 A2.3 A3.1 A3.2 AA4.1 AA6.1 A7.1 A7.2 A7.3 A7.4 A7.5 AA8.1 A9.1 A9.2

BD. BITUM. BLDG. BLK. BLKG. BM. BOT. BRG. BRK. BRZ. BTWN. B.U.R.

F.F. F.G. FGL. F.H. FH.M.S.

SHR. SHT. SHTG. SIM. SL. S.L.D.

ST.

A/C ACOUS. AC.T. A.D. ADJ. AGG. AL. ALT. APPROX. ARCH. ASPH.

S.A.F.F. S.A.S.M. S.BLKG. S.C. S.C.D. S.D. S.DISP. SEAL. SECT. S.E.D.

GRID LINE INDICATION

JEF FER SON

FACE FIRE ALARM FACE BRICK FIREBOARD FIRE BELL FURNISHED BY OTHERS FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FINISH GRADE FIBERGLASS FIRE HYDRANT FLAT HEAD MACHINE SCREW FIRE HORN FIRE HOSE STATION FLAT HEAD WOOD SCREW FINISH FIXTURE FLOOR JOIST FLOOR LINE FLASHING FLOOR FACE NAIL FACE OF BUILDING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIRE RETARDANT FOOTING FUTURE

MATERIAL MAXIMUM MACHINE BOLT MEDICINE CABINET MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MODULAR MOISTURE RESISTANT METAL THRESHOLD METAL

SOUTH SEE ARCHITECTURAL DRAWINGS SELF ADHERED FLEXIBLE FLASHING SELF ADHERED SHEET MEMBRANE SOLID BLOCKING SOLID CORE SEE CIVIL DRAWINGS STORM DRAIN SOAP DISPENSER SEALANT SECTION SEE ELECTRICAL DRAWINGS SHOWER SHEET SHEATHING SIMILAR SLIDING SEE LANDSCAPE DRAWINGS SEE MECHANICAL DRAWINGS SOUNDPROOF SPECIFICATION SQUARE SQUARE FOOT (FEET) SANITARY SEWER SEE STRUCTURAL DRAWINGS STATION STANDARD STEEL STAINLESS STEEL STORAGE STRUCTURAL SUSPENDED

LIN CO LN ST.

F. F.A. F.B. F.BD. F.BELL F.B.O. F.D. FDN. F.E. F.E.C.

MAT. MAX. M.B. M.C. MECH. MED. MEMB. MFG. MH. MIN. MIR. MISC. M.O. MOD. M.R. M.T. MTL.

S. S.A.D.

OF CA LI F O

APPL: 01-109372

TITLE SHEET

ARCHITECTURAL

WA SHI NG TON ST. JAC KSO NS T.

ANCHOR BOLT ASPHALT CONCRETE PAVING AIR CONDITIONING ACOUSTIC ACOUSTICAL TILE AREA DRAIN ADJUSTABLE AGGREGATE ALUMINUM ALTERNATE APPROXIMATE ARCHITECT ASPHALT

LEFT HAND LIVE LOAD LOW POINT LAG SCREW LIGHT

BUS HS T.

A.B. A.C.P.

L.H. L.L. L.P. L.S. LT.

BIG CA NY ON RO AD

ENCLOSURE EQUIVALENT EACH SIDE EACH WAY EXPANSION EXPANSION BOLT EXPOSURE EXTERIOR

BER RY ST.

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

BA RN ES ST .

AND ANGLE AT CENTERLINE DIAMETER FLOOR LINE PROPERTY LINE POUND OR NUMBER

VICINITY MAP

BER RY ST.

& < @ CL Ø FL PL #

MATERIALS

STEW ART ST.

ABBREVIATIONS

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

SHEET INDEX AT1 T1

PTN #

REN:02/28/09

DSA File # 17-H5 64055-09

C-14158

DSA Application # 01-109372

ES ST ARL UM CH

T EC UGH

Rebid

ED ARCHI T NS

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

TITLE SHEET

AT1 addendum 3

BLDG. P41 APP. 62588 SER. 3525 BLDG. P42 APP. 62588 SER. 3545 BLDG. P43 APP. 56517 SER. 2543

LANDSCAPING

DISTRICT OFFICE APP. 45608

BLDG. P35 APP. 50706

(E) A/C PAVING

BLDG. P44 APP. 01109101

BLDG. P36 APP. 52350

(E) TRANSFORMER

CURB RAMP APP. 01-102864 TOW AWAY SIGN APP. 01-102864

BLDG. P32 APP. 50706

BLDG. P34 APP. 50706

BLDG. P31 APP. 50706

BLDG. P33 APP. 50706

BLDG. P37 APP. 52350

EFH

ED ARCHI T NS

LIC E

GWI N

BUILDING G APP. 40561, 102864 AREA: 8,865 S.F.

BUILDING J APP. 40561 AREA: 7,580 S.F.

A NI

ACC. PARKING APP. 01-102864

(E) A/C PAVING

BLDG. P26 APP. 43970

ADF

BLDG. P27 APP. 43970

BLDG. P28 APP. 43970

REN:02/28/09

OF CA LI F O

ROAD

AP LANDSCAPING AP

LANDSCAPING

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

AT LAND.

LANDSCAPING

APPL: 01-109372

(E) CONC. WALK

LANDSCAPING

BUILDING D APP. 44889, 102864 AREA: 14,411 S.F.

LANDSCAPING

LANDSCAPING LANDSCAPING

LANDSCAPING

PARKING LOT 1 LANDSCAPING

LANDSCAPING (E) CONC. WALK

BUILDING H APP. 5562, 8525, 01-108482, 01-109380 AREA: 8,339 S.F.

DATE___________________________

IG H

48' - 0"

BUILDING M APP. 22366 AREA: 1,405 S.F.

CONC. ST

BLDG. P25 APP. 55969

NG PI CA S ND LA

STAGING AREA

OCCUPANCY (UBC/CBC TABLE 3-A) CONSTRUCTION TYPE (UBC/CBC TABLE 5-A) NUMBER OF STORIES (CBC TABLE 5-B) BUILDING HEIGHT (CBC TABLE 5-B) FIRE SPRINKLERS ACTUAL BUILDING AREA TOTAL BASIC ALLOWABLE AREA (UBC/CBC Section 304)

LANDSCAPING

LAND.

BUILDING F APP. 33919, 102864 AREA: 4,855 S.F.

CONC.

TEMPORARY CHAINLINK CONSTRUCTION FENCE (DASHED LINE) VP

ACC. PARKING APP. 01-102864 TOW AWAY SIGN APP. 01-102864

BUILDING

LANDSCAPING

BUILDING SUMMARY

E-1

TYPE V NON-RATED TYPE V NON-RATED 1

10' < 65'

N/A

5,777 S.F.

2,328 S.F.

9,100 S.F.

8,000 S.F.

DISTANCE TO AN EXIT WAY CBC 305.2.1 & CBC 1007.3.3.1

N/A

AREA INCREASE (UBC/CBC Section 505.1)

N/A

TOTAL ALLOWABLE AREA

9,100 S.F.

8,000 S.F.

(E) A/C PAVING

PARKING LOT 2

EFH

AREA RATIO for mixed occupancies (1.00 Max.)

OVERALL SITE PLAN

WARDLAW STREET

CURB RAMP APP. 01-102864

TOW AWAY SIGN APP. 01-102864

5,777 2,328 + = .63 +.29 = .92 9,100 8,000 8,105 S.F.

CONCLUSION

1" = 40'-0"

UNDERGROUND UTILITY NOTE

GENERAL NOTES

PARKING ANALYSIS

ALTHOUGH THE DESIGN TEAM HAS ENDEAVORED TO SHOW, BASED ON THE OWNERS RECORD DOCUMENTS, EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES WITHIN THE PROJECT AREA, ALL UTILITY LOCATIONS ARE NOT NECESSARILY INDICATED OR KNOWN. WITHOUT LIMITATION, THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN COST FOR ALL WORK EXPENSE, OR SPECIAL PRECAUTIONS CAUSED BY THE EXISTENCE OR PROXIMITY OF UTILITIES ENCOUNTERED AT THE SITE OR IN THE PERFORMANCE OF THE PROJECT WORK INCLUDING, WITHOUT LIMITATION, REPAIR OF ANY DAMAGE THAT MAY RESULT INCLUDING ANY DAMAGE RESULTING FROM HAND OR EXPLORATORY EXCAVATION. THE CONTRACTOR IS CAUTIONED THAT THE UTILITIES ENCOUNTERED AT THE SITE MAY INCLUDE COMMUNICATION CABLES, ELECTRICAL CABLE CONDUCTING HIGH VOLTAGE, GAS PIPING, WATER PIPING, STORM DRAIN LINES, SEWER LINES, IRRIGATION LINES, ETC. WHEN EXCAVATING IN THE VICINITY OF THE DUCTS ENCLOSING SUCH CABLES, PIPING AND LINES, SPECIAL PRECAUTIONS ARE TO BE OBSERVED BY THE CONTRACTOR 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 DAMAGE THE DUCTS, CABLES, PIPING AND/OR LINES NOR CAUSE INJURY TO PERSON. SUITABLE WARNING SIGNS, BARRICADES AND SAFETY DEVICES SHALL BE ERECTED WHENEVER NECESSARY OR APPROPRIATE. FOR PUBLIC UTILITIES, BEFORE DIGGING, TELEPHONE 1-800-642-2444.

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

LOT NO. 1

2. INSTALLATION OF ALL SANITARY FACILITIES ACCESSIBLE TO THE DISABLED SHALL COMPLY WITH CHAPTER 2-17 OF PART 2 OF TITLE 24 (C.A.C) 3. CONTRACTORS SHALL NOT SCALE FROM DRAWINGS. VERIFY ALL CONDITIONS, DIMENSIONS, AND UTILITIES IN THE FIELD. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ON DRAWINGS REQUIRING CLARIFICATION OR REVISION BEFORE COMMENCING THE WORK. 4. ALL CRITICAL DIMENSIONS FOR EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BEFORE FABRICATION OR CONSTRUCTION OF NEW WORK. 5. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE NOTED. 6. CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 1133B.

PARKING STALL TOTAL ACCESSIBLE PARKING STANDARD ACCESSIBLE STALLS VAN ACCESSIBLE STALLS TOTAL ACCESSIBLE STALLS

LEGEND BUILDINGS INCLUDED IN THIS PROJECT

85 3 REQUIRED 1 REQUIRED 4 REQUIRED

3 PROVIDED 1 PROVIDED 4 PROVIDED

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

LOT NO. 2 PARKING STALL TOTAL

ACCESSIBLE PARKING STANDARD ACCESSIBLE STALLS VAN ACCESSIBLE STALLS TOTAL ACCESSIBLE STALLS

3 REQUIRED 1 REQUIRED 4 REQUIRED

2 PROVIDED 2 PROVIDED 4 PROVIDED VP

(E) VAN ACCESIBLE PARKING

ADF

(E) ACCESIBLE DRINKING FOUNTAINS

(E) ACCESIBLE PARKING

EFH

(E) FIRE HYDRANT

(E) ACCESIBLE STUDENT TOILETS

PIV

(E) POST INDICATOR VALVE

(E) ACCESIBLE STAFF TOILET

FDC

(E) F.D. CONNECTION

ACCESIBLE ACCESS

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

1 AA4.01

ACC. PARKING APP. 01-102864

BUILDING A

31' - 6"

(E) A/C PAVING

CURB RAMP APP. 01-102864

64055-09

BLDG C APP. 44889, 102864 AREA: 1,212 S.F.

BUILDING A APP. 22366, 44889 AREA: 8,110 S.F.

ADF

28' - 0"

BLDG. P24 APP. 43894

BUILDING B APP. 22366, 102864 AREA: 6,734 S.F.

PTN:

AC_______ FLS_______ SS_______

BLDG. K APP. 46252, 01-109408 AREA: 5,419 S.F.

TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH SOLID FABRIC COVERING

17-H5

TOW AWAY SIGN APP. 01-102864

LANDSCAPING

64' - 0"

CURB RAMP APP. 01-102864

BUILDING L APP. 46252, 01-109408 AREA: 2,370 S.F.

LANDSCAPING

FILE:

W AY

BIG C A NYON

C-14158 EFH

(E) A/C PAVING

4/23/2012 3:14:11 PM

(E) A/C PAVING

BUILDING E APP. 44889, 102864 AREA: 4,060 S.F.

ES ST ARL UM CH

T EC UGH

(E) A/C PAVING

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

SITE PLAN

AA1.1

DEMOLITION GENERAL NOTES

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

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

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

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

A HAZARDOUS MATERIAL PROGRAM ABATEMENT PROGRAM HAS BEEN ESTABLISHED BY THE OWNER'S CONSULTANT. SEE SPECIFICATIONS FOR HAZERDOUS MATERIALS IDENTIFIED WITHIN THE WORK AREA AND THE RELATED ABATEMENT PRODEURES.

120' - 5" 25' - 0"

24' - 5"

23' - 7"

24' - 0"

2 1/2"

REMOVE ALL UTILITIES NOT IDENTIFIED AS REMAINING. ACCURATELY RECORD ON A COPY OF THE SITE PLAN THE LOCATION OF ALL CAPPED UNDERGROUND UTILITIES WHERE UTILITIES HAVE BEEN REMOVED TO THE STREET, INCLUDE LOCATION, INVERT, TYPE OF UTILITY, TYPE OF MATERIAL FOUND AND METHOD OF CAPPING USED.

C-14158

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

33 ABOVE & BELOW

1 7/8" 4

2 31/32" 4

ABOVE

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

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 FOR NEW 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

112

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

SMALL GROUP INSTRUCTION

122

119

117

CLASSROOM 110

31' - 9"

SCIENCE CLASSROOM

GIRLS

CLASSROOM 109

STORAGE 14

111 13

21 24

67' - 0"

CORRIDOR 108

5 5

11' - 0"

5 15

CLASSROOM 101

OFFICE 105

ELEC./ CUST.

OFFICE 103

OFFICE 104

OFFICE 107

CLASSROOM

114

115

2 19

3/8" 4

1 15/16" 4

15/32" 4

1 31/32" 4

1 31/32" 4 6

ABOVE 7

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

DEMOLITION SHEET NOTES 1.

EXTERIOR WALL FINISH TO REMAIN, U.O.N.

REMOVE AND ABATE (E) CARPET & MASTIC, VINYL TILE & MASTIC, ASBESTOS TILE & 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.

4/23/2012 3:14:14 PM

DEMOLITION WALL LEGEND EXISTING WALLS TO REMAIN, REMOVE FINISHES TO STUDS, TYP. EXISTING WALLS TO BE REMOVED

24' - 3"

OFFICE 102

PTN:

64055-09

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

OFFICE 106

17-H5

DATE___________________________

FILE:

AC_______ FLS_______ SS_______

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

5 1/8" 51' -31

6 11

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

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

TYP.

121

REMOVE (E) DOOR, FRAME & ASSOCIATED HARDWARE

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

BOYS

APPL: 01-109372

5 24 16

(E) DOOR, FRAME & ASSOCIATED HARDWARE TO REMAIN, PROTECT

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

OF CA LI F O

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

DEMOLITION FLOOR PLAN NOTES

1/2" 4

11. PROTECT ALL (E) WINDOWS TO REMAIN

REN:02/28/09

ES ST ARL UM CH

23' - 0"

2 1/2"

ED ARCHI T NS T EC UGH

IT SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO VISIT THE SITE PRIOR TO SUBMITTING A BID FOR THE WORK. ANY EXISTING CONDITIONS OBSERVED WHICH WILL AFFECT THE DEMOLITION NOT OTHERWISE INDICATED IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

THE DEMOLITION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ELECTRICAL, MECHANICAL, AND PLUMBING CONTRACTORS FOR THE PURPOSE OF DISCONNECTING POWER AND OTHER SERVICES WHICH MAY BE DISTURBED BY THE DEMOLITION.

LIC E

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

GWI N

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

DEMOLITION FLOOR PLAN

AA2.1 addendum 3

D 25' - 0"

23' - 7"

9' - 0"

42' - 9"

33' - 3"

2 1/2"

AT AREA TO RECIEVE NEW COLUMN, PATCH & REPAIR WALL PLASTER AND CONC. SLAB FLOOR TO MATCH ADJACENT IN FINISH & TEXTURE, S.S.D. 12 INSTALL NEW LOCKERS, PROVIDE NEW CONC. CURBS, TYP., SEE PATCH & REPAIR (E) AA8.1 CEMENT PLASTER TO MATCH IN FINISH & TEXTURE, PAINT 4 3 (N) CONC. WALK, SEE PROVIDE A SMOOTH FLUSH TRANSITION, TYP. SEE AA8.1 AA8.1 4 PATCH & REPAIR (E) CONC. SLAB, PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEE AA8.1 AREA SHOWN HATCHED

2 3 4

ALIGN

ABV.

1/4":ft. AA8.1

15' 14- 6"

ABV.

24"

24" 31

2 24 LOCKERS

1/4":ft.

4 A2.3

11 BLW.

SLOPE MAX.

CLR 30x48

8' - 0"

19'14- 9"

27 LOCKERS

SLOPE MAX. 34 1

4 AA8.1

CLR 30x48

2B A PROVIDE LAB CASWORK TYP. THIS ROOM

CLR 30x48

108

109 1A A

3' - 8"

MEN 106 15 CLR 30x48

12' - 7"

21 A3.2

101A

1A A 2A A 3

105

CLR 30x48

CLASSROOM

114

115

1B A

COUNS. RECEPT.

27 R V N.I.C. N.I.C.

2 42 LOCKERS

7' - 3"

30x48 CLR

1A A 2A A

A3.1

103 1A A

23 1

4 A 4

SLOPE MAX.

STOR./ COPIER

3' -14 9"

SLOPE MAX.

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

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

(N) CEILING MOUNTED PROJECTOR BRACKET, SEE

11'14- 9"

C-14158

A9.1

(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 9 (N) CHASE BEHIND CABINETS, SEE A3.2 (N) BEAM ABOVE, SEE REFLECTED CEILING PLAN ON SHEET AA6.1, S.S.D.

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

APPL: 01-109372

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

FILE:

17-H5

PTN:

64055-09

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

(E) SHEET METAL ELECT. CONDUIT COVER TO REMAIN, PAINT, S.E.D. 13 (N) DISPLAY CASE, SEE DETAIL A3.2 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 AT REMOVED (E) CONDUIT FROM WALL, PAINT

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

REINSTALL (E) BENCHES

11'14- 9"

1. PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

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

AA8.1 TYP.

1 A9.1

NEW WALL INFILL, SEE

WITH SOUND INSULATION, TYP. ALL WALLS 1

A9.1

AA8.1

W/ SOUND INSULATION, TYP.

NEW SOUND WALLS AT ROOMS 106 & 107, SEE

10' - 1"

28' - 0"

NEW FLOOR PLAN 4

Floor: 1. CARPET: TYPE 1A & 1B 2. V.C.T.: TYPE 2A & 2B 3. RESINOUS FLOORING 4. CONCRETE 8 Base: A. RESILIENT, SEE A9.2 B. INTREGRAL COVED, SEE

SECTION NOTES 17 1

(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.

CROSS SECTION

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

NEW SINGLE PLY THERMOPLASITIC CLASS A ROOFING SYSTEM

1/8" = 1'-0"

R-30 INSULATION ATTACHED TO UNDERSIDE ROOF SHEATHING

SMALL GROUP INSTRUCTION

OFFICE

LOBBY 101

AA8.1

A9.1

109

FINISH FLOOR 0"

ROOM NAME ROOM NUMBER

XXX X X

FLOOR FINISH BASE

A9.2 Note: 1. DASHED LINE IN ROOM FINISH CODE ON FLOOR PLAN INDICATES NO FIELD-APPLIED FINISH REQUIRED.

119

FLOOR FINISH SCHEDULE

Top Plate 10' - 0"

1 HOUR OCCUPANCY SEPARATION WALLS TO EXTEND TO UNDERSIDE OF (E) ROOF STRUCTURE 3 A9.2

TYP.

4/23/2012 3:14:19 PM

A9.2 TYP.

Top Plate 10' - 0"

GIRLS

SMALL GROUP INSTRUCTION

STORAGE

SCIENCE CLASSROOM

122

119

111

117

SCIENCE CLASSROOM

8 2

116

FINISH FLOOR 0"

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

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

NEW WALL LEGEND NEW WALLS, SEE

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

DATE___________________________

EXISTING WALLS TO REMAIN, PROVIDE BATT INSULATION (R-19) AT ALL EXTERIOR WALLS & SOUND INSULATION AT ALL INTERIOR WALLS, TYP.

2 A9.2

OF CA LI F O

NOTE:

AA2.2

1/8" = 1'-0" 6

2A A

A9.1

SLOPE MAX.

32' - 7"

REN:02/28/09

SLOPE MAX.

9' - 4"

ES ST ARL UM CH

(N) CEILING MOUNTED PROJECTION SCREEN, SEE DETAIL

113

12' - 5"

ED ARCHI T NS

COUNS. OFFICE

102

3 14

112

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

AC_______ FLS_______ SS_______

6' - 0"

1A A 22

2B A

104

1A A

A3.1

2A A

ELEC./ CUST.

1A A

COUNS. OFFICE

ALCOVE

22 A3.2

101

TEACHERS WORKROOM

LOBBY

118

110

PROVIDE LAB CASWORK TYP. THIS ROOM

19 18

3 B

SCIENCE CONF. WORKROOM

2 81 LOCKERS

2 30 LCKRS

7' - 7"

- 11" 50'33

OFFICE

1A A

3 B

1 RFI 6.1

27 A3.2

7' - 0"

OFFICE

107

CLR 30x48

4' - 5"

7' - 10"

WOMEN

CLR 30x48

6 6 A2.3

16' - 3"

9' - 9"

67' - 0"

14' - 8"

2A A F

(N) REFRIGERATOR & FREEZER, VERIFY IN WORKING CONDITION

111

5' - 0"

35' - 9"

STORAGE

116

CLR 30x48

2B A

CLR 30x48

SCIENCE CLASSROOM

99 LOCKERS

CLR 30x48

37"

48x12x84

CLR 30x48

4' - 5"

27 A3.2

117

2 AA4.04 RA-6

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

CLR 30x48

24' - 3"

AA2.2

48x12x84

15"

24" 2 30 LOCKERS

SCIENCE CLASSROOM

3 B 4

67' - 0"

2B A

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

T EC UGH

122

119

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

GIRLS

CLR.

48x12x84 36x12x84

SMALL GROUP INSTRUCTION

3 B

2 A2.3

121

5' - 0"

48x12x84

120 2B

BOYS

CLR 30x48

CLOSET

1 AA4.04 RFI-50 RA-6

CLR 30x48

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

4' - 4"

33 LOCKERS

15' - 8"

CLR 30x48

16' - 1"

ABV. & BLW.

8' - 0"

7'14 - 0"

11 (N) ACCESSIBLE HIGH/LOW DRINKING FOUNTAIN, SEE PATCH & REPAIR (E) PLASTER TO AA4.1 MATCH ADJACENT IN FINISH AND TEXTURE, PAINT 9 (N) 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG & CABINET, SEE DETAIL A9.1 5 (N) MARKERBOARD, SEE A9.1

CLR 30x48

7'14 - 0"

2 33 LOCKERS

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

ALIGN

SLOPE MAX.

ALIGN

24' - 0"

23' - 0"

24' - 5"

NEW FLOOR PLAN NOTES

LIC E

12' - 5"

2 1/2"

120' - 5"

GWI N

23' - 0"

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

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

NEW FLOOR PLAN

AA2.2 addendum 3

ENLARGED TOILET NOTES

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.

--7

PLUMBING FIXTURE, S.P.D.

ACCESSIBLE PLUMBING FIXTURE, S.P.D.

(N) SOUND WALL SEE DETAIL

A9.1 PROVIDE SOUND INSULATION AT (E) FRAMED WALL

AA8.1

5' - 6"

5' - 0" CLR.

36"

18"

CUPS

HAND DRYER

SEAT C0VERS

FRONT

LEVER FAUCET CONTROLS 8" MIN .

18" MIN.

SIDE

LEVER OR AUTOMATIC FLUSH VALVE

KNEE CLEARANCE

42"

SIDE

5'-0" DIA. CLR.

30"X48" CLR.

60" 36"

BOYS

14" MIN.

121

30"X48" CLR.

URINAL

BOTTOM OF SINK APRON

29" MIN.

URINAL LIP HEIGHT

17" MAX.

URINAL FLUSH HANDLE HEIGHT

44" MAX.

C L GRAB BAR

33"

24" MIN.

18"

42" MIN.

SIDE

TOILET PAPER DISPENSER

12" MAX.

TOILET SEAT

17" - 19"

DRINKING FOUNTAIN BUBBLER HT.

36" MAX.

DRINKING FOUNTAIN KNEE SPACE

27" MIN.

GWI N

18"

42" CLR.

LOCATION OF SEAT COVER DISP. AT ACCESSIBLE STALL TANK TOILET

WALL OR FLOOR MOUNTED TOILET

12"

AA8.1

TYPICAL ACCESSIBLE FIXTURE MOUNTING HEIGHTS

1/4" = 1'-0"

18"

5'-0" DIA. CLR. 12" MAX.

18" 6"

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

18"

36" 5' - 0" CLR.

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

REINSTALL 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

SANITARY WALL COVERING 2x6 BLOCKING w/ A35 CLIP EACH END, TYP.

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

STAINLESS STEEL FRAME

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

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

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

1 1/2"Ø GRAB BAR SANITARY WALL COVERING 5

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

1 1/2"

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

1 3

1 3 SET SCREW 2

4' - 5"

7 30"X48" CLR.

MIRROR ATTACHMENT 3" = 1'-0"

3" = 1'-0" 2x8 BLOCKING AT 24" o.c. w/ A34 CLIPS EACH SIDE, EACH END

SCIENCE CLASSROOM

9' - 0"

CONT. ALUM. WALL BRACKET 4

117

HEAVY DUTY ALUM ANTI-GRIP HEADRAIL 30"X48" CLR.

30"X48" CLR.

GRAB BAR ANCHORAGE

TOILET PARTITION

1/4" DIA. S.STL. TAMPER-PROOF SHOULDER SCREW w/ BARREL NUTS, 2 MIN. EA. PILASTER

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

TOILET PARTITION

WALL FINISH: SEE FINISH SCHEDULE

TOILET PARTITION - HEADRAIL

18' - 2"

STUD WALL

TOILET PARTITION: PANEL TO WALL 1 3

TOILET PARTITION TOILET PARTITION

20 GA. S.STL. SHOE w/ LEVELING DEVICE FLOOR FINISH

CONT. ALUM. BRACKET

8' - 10"

#12 TAMPER-PROOF SCREWS THROUGH PILASTER AT 18" O.C.

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

PILASTER

TOILET PARTITION - PILASTER SHOE

ENLARGED SCIENCE CLASSROOM

TOILET PARTITION: PANEL TO PILASTER

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

40" A.F.F.

22' - 2 1/4"

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

MIRROR

4/23/2012 3:13:15 PM

64055-09

M.R. GYP. BD.

26' - 0"

1/4" = 1'-0"

PTN:

DATE___________________________

AA8.1 SIM.

A3.2

17-H5

MEN 106

NEW ENLARGED FLOOR PLAN NOTES

FILE:

AC_______ FLS_______ SS_______

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

APPL: 01-109372

4' - 10"

30"X48" CLR.

OF CA LI F O

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

F.D.

5'-0" DIA. CLR.

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

12"

122

42"

36"

33" - 36"

32" CLR. 3'-0" MAX.

60" MIN. CLR. FRONT

48" MIN.

19" MIN.

F H

GIRLS

18"

3'-0" MAX.

33"

19" MIN.

G 24" MIN.

GRAB BAR w/ STRUC ANCHORAGE, TYPICAL 32" CLR.

107

36"

34" MAX.

5'-0" DIA. CLR.

5' - 0"

TOP OF SINK

/8" 95

36"

WOMEN 30"X48" CLR.

40" MAX.

2' - 11"

4' - 7"

TOILET SEAT COVER DISPENSER

12"

40" MAX.

42"

BOTTOM OF MIRROR

42"

12 MIN.

40" MAX.

12"

12 MIN.

SOAP DISPENSER

42" MIN.

6" MAX.

PAPER TOWEL DISP./ELEC. HAND DRYER 40" MAX.

2' - 7"

12" MAX.

36" MIN.

1 1/2" CLR.

12" MIN.

6" MAX.

1 1/2" CLR.

36" MIN.

FLUSH LEVER WIDE SIDE

TOILET PAPER HOLDER WITHOUT STOPS X

C-14158 REN:02/28/09

AT TOILET STALL

FLUSH LEVER WIDE SIDE

42" MIN. 36" MAX.

FRONT

30"X48" CLR.

TOILET PARTITION

TOILET PAPER HOLDER WITHOUT STOPS X 12" MAX.

SIDE

3" MAX. PROJECTION FROM WALL, AT ACCESSIBLE STALL, TYP.

18"

ITEM

36"

MOUNTING DIMENSION (CBC TABLE 1115B-1) X= 52" MINIMUM WHERE WATER CLOSETS ARE IN STALLS X=54" MINIMUM WHERE WATER CLOSETS ARE NOT IN STALLS

ES ST ARL UM CH

T EC UGH

ED ARCHI T NS

18" 15" 15" MIN. MIN. 30"

MAX.

MIN.

LAVATORY

LIC E

WASH FONT

TOE CLEARANCE

18"

ACCESSORIES

6" MAX.

27"

18"

DRINKING FOUNTAIN

MIN.

MAX. 9"

MIN. B

MIN. C

MIN.

29"

MAX.

INSULATE HOT WATER AND WASTE LINE.

F.D.

15"

SANITARY NAPKIN DISPOSAL

FLOORLINE

MIN.

MAX.

SOAP DISP.

PAPER TOWEL DISP.

SHELF 44"

48"

52"

2' - 6"

COAT HOOK

FRONT

18"

TOWEL AND WASTE

MIRROR

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

18"

CABINET

SANIT. NAPKIN/ TAMPON DISPENSER

12"

7 AA8.1

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

ENLARGED TOILET ROOMS AND DETAILS

A2.3

12"

BOY'S

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

K (4) VANDAL PROOF SCREWS AT EXTERIOR LOCATIONS

(B) DISPLAY CONDITIONS

EXIT Braille, Braille typ.

GIRLS

BOYS

TOILET

Jr - ARROW TO RIGHT Jl - ARROW TO LEFT

ACCESSIBLE SIGNAGE

A B C GEOMETRIC RESTROOM SIGNS THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60". THEIR COLORS SHALL BE DISTINCTLY DIFFERENT FROM AND SHALL CONTRAST TO THE COLOR OF THE DOOR.

ACCESSIBLE TOILET ROOM

SQ.

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

SQ.

BRAILLE AND RAISED CHARACTER SIGNS

G109 STAFF

FOR USE AT EXITS WHERE ILLUMINATED EXIT SIGNAGE IS REQUIRED. MOUNT AT 60" A.F.F.

3/4" HIGH LETTERSDENOTING ROOM NUMBER, PER FLOOR PLAN 5/8" HIGH LETTERS DENOTING ROOM TITLE, SEE "REMARKS" ON DOOR SCHEDULE CA BRAILLE SYMBOLS, TYP. TO MATCH RAISED LETTERING

CONT. NAILER TO MATCH WALL FINISH THICKNESS

EQUAL

A3.1

60 60

7/- & 8/7/- & 8/4/4/4/4/4/4/4/(E) (E) 4/4/6/6/6/13/6/-&12/6/-&12/6/-&12/6/6/-&12/9/6/9/6/6/6/-

2/2/2/2/2/2/2/2/2/(E) (E) 2/2/-

3/-

J, H J, H J, H J, H J, H J, H J, H J, H J, H B, E A, D J J J B, E A, D J J J J J

1, 3, 4, 5 3, 5 3 3

J, K J J J J J

2 3 3 3

GENERAL DOOR & FRAME NOTES:

REMARK NOTES:

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

1. PAIR OF 3'-0" DOORS, SEE NEW FLOOR PLAN

(E) BOTTOM CORD

3" = 1'-0"

FLUSH w/ LITE

DOOR TYPES 3' - EQ. 4 1/4"

2" 4 1/2"

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

1/2" MIN. PENETRATION OF FINISH

3' - 4EQ. 1/4"

ALUMINUM L BY STOREFRONT MFR.

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

STOREFRONT

GLAZING, TYP.

SINGLE LEAF

SINGLE LEAF W/ LITE

FRAME TYPE

3' - EQ. 11 7/16"

± 11' - 1" (V.I.F.) 3' - 11 EQ.7/16"

GLASS TYPE 1 TRANSPARENT GLAZING, TYP.

SEALANT & BACKER ROD, TYP.

CONT. NAILER TO MATCH WALL FINISH THICKNESS

12" A3.1

A3.1

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

APPLIED STOP FINISH PER PLAN

RATED HOLLOW METAL FRAME & FRAME ANCHORS PER 1

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

(E) CONC. FLATWORK

GYP. BD., TYP.

A3.1

BACKER ROD & SEALANT

STORFRONT @ RECEPTION EXTERIOR

3" = 1'-0"

1/2" MAX.

STOREFRONT @ ENTRY

STORFRONT @ COUNS. EXTERIOR

STORFRONT TYPES

GLAZING

INTERIOR WINDOW HEADJAMB SIM.

STOREFRONT HEAD @ ENTRY

GLASS TYPE 2 TRANSLUCENT GLAZING, TYP. (SHADED)

CARPET

DOOR

VINYL REDUCER STRIP

#12x1 1/2" F.H.M.S. INTO EXPANSION ANCHORS 3 PER THRESHOLD UP TO 3'-0" OPENING

FINISH PER PLAN

CONC. FLOOR

3" = 1'-0"

2% MAX SLOPE

METAL THRESHOLD A/C PAVING PER NEW FLOOR PLAN

METAL RECEIVER

3 1/8"

1/2"

FINISH PER INTERIOR ELEVATION TO RUN UNDER FRAME

1/8"

1/2"

FINISH PER INTERIOR ELEVATION TO RUN UNDER FRAME

1/8"

1/2"

Flooring Transition

3" = 1'-0"

FINISH PER INTERIOR ELEVATION TO RUN UNDER FRAME

1/8"

1/2"

EXTERIOR THRESHOLD 3" = 1'-0"

6" 5/1 1 1 r side o Do

FINISH PER EXTERIOR ELEVATION TO RUN UNDER FRAME

5/8 " 2"

ies Var " /16 19

DOOR

" 1/2

DOOR DOOR

METAL FRAME FOR ATTACHMENT SEE 1

4/23/2012 3:13:20 PM

A3.1

METAL FRAME FOR ATTACHMENT SEE 1

FINISH PER INTERIOR ELEVATION TO RUN UNDER FRAME

16 ga. METAL FRAME

METAL FRAME FOR ATTACHMENT SEE 1

16 GA. GALV. STEEL FRAME ANCHOR (4 PER JAMB, 2 PER HEAD), FACTORY WELDED IN PLACE

A3.1

FINISH PER INTERIOR ELEVATION TO RUN UNDER FRAME

(2) #8 SCREWS EACH SIDE INTO STUD BEND TAIL PIECE AROUND FRAMING MEMBER, TYP.

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

HEAD SIM.

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

HEAD SIM.

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

HEAD SIM.

EXTERIOR DOOR JAMB 3" = 1'-0"

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

DOOR FRAME BEYOND

1/2" MAX 11/32"

1/2"

(N) FRAMING, S.S.D.

A3.1

101

GYP. BD., BOTH SIDES

EXTERIOR SHIM

HEADER, S.S.D.

FRAMING

PLYWOOD, BOTH SIDES

3' - EQ. 4 1/4"

FLUSH w/ LITE

3' - 6" TYP.

EXTERIOR PLASTER

± 19' - 5" (V.I.F.)

3' - 6" TYP.

"J" MOULD & BACKER ROD & SEALANT

64055-09

6" 12" FLUSH

SUSPENDED CEILING SYSTEM

(N) HEADER AND FRAMING AT COUNS ROOM 102, S.S.D.

PTN:

DATE___________________________

HEAD SIM.

DOOR FRAME 3" = 1'-0"

CEMENT PLASTER SYSTEM

17-H5

AC_______ FLS_______ SS_______

± 8' - 8" TYP. (V.I.F.)

STOREFRONT @ WALL

FILE:

42"

48" 5/8" TYPE X GYP. BD., TYP.

6" STOREFRONT

60"

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

1/2" = 1'-0"

OF CA LI F O

TEMP. GLAZING, TYP.

(E) PLYWOOD SOFFIT, TYP.

APPL: 01-109372

24"

5'-0"

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

DOOR SIGNAGE

2" TYP.

1' - 8" TYP.

6" 6"

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

1'-0"

9 5/8"

KICK PLATE

REN:02/28/09

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

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

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

2 3/4" LOUVER

ES ST ARL UM CH

3. PROVIDE BLANK BACKER PLATE AT SIGNAGE

E. LOCATION OF SIGNAGE TO BE APPROVED BY ARCHITECT

ED ARCHI T NS

5. DOOR BY STOREFRONT MANUFACTURER

3'-0"

EQUAL

5/5/4/4/4/4/4/4/4/(E) (E) 4/4/6/6/6/13/6/-&12/6/-&12/6/-&12/6/6/-&12/9/6/9/6/6/6/-

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

ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. (E) (E) ALUM. ALUM. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.

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

SIGNAGE AT ACCESSIBLE RESTROOM

REINFORCING HARDWARE

A B 1 1 1 1 1 1 1 (E) (E) 1 1 1 1 1 1 2 2 2 1 2 1 1 1 1 1 1

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

4 1/2"

9 5/8"

TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

C L

ALUM. ALUM. FRP FRP FRP FRP FRP FRP FRP (E) (E) FRP FRP WD. WD. WD. WD. WD. WD. WD. WD. WD. WD. WD. WD. WD. WD. WD.

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

CONT. NAILER TO MATCH WALL FINISH THICKNESS

TOILET ROOM I.D. SYMBOLS WHERE OCCUR

7 3 1 2 2 1 1 1 1 1 1 1 1 5 8 8 5

H.M. H.M. FRP FRP FRP FRP FRP FRP FRP H.M. H.M. FRP FRP S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C. S.C.

FRAMING A3.1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 60 0

C-14158

EXTERIOR PLASTERW/ "J" MOULD & BACKER ROD & SEALANT, TYP. 10

10 11 4 4 4 4 4 4 4

STOREFRONT

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

D D B B B B B B B (E) (E) C A A A A C C C C C C C A A A A C

T EC UGH

1 1/2" = 1'-0"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

12"

101 102 114 115 116 116 117 117 119 121 122 105 112 113 106 107 105 108 109 103 104 101A 110 110 111 118 118 120

12"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

ON DOORWAYS LEADING TO WOMEN'S (OR GIRLS) SANITARY FACILITIES, USE A 3. THE SIGNS INDICATED ARE FOR CONCEPT & CONTENT ONLY. THE CONTRACTOR SHALL CIRCLE 1/4" THICK & 12" IN SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW. SHOP DRAWINGS SHALL DIAMETER. SHOW EXACT LAYOUT & CONTENT.

" 12

GIRLS

4. SEE DOOR SCHEDULE FOR SIGN SCHEDULE.

ASSISTIVE LISTENING SYSTEM AVAILABLE

LIC E

ALS symbol

2. LETTER STYLE SHALL BE SANS SERIF UPPERCASE. STROKE SHALL BE BETWEEN 10 AND 20 PERCENT OF CHARACTER HEIGHT. WIDTH OF CHARACTER IS BETWEEN 60 AND 100 PERCENT OF HEIGHT. LETTERS & BRAILLE SHALL BE IN CONTRASTING COLORS TO THE BACKGROUND. COLORS SHALL BE AS SELECTED BY THE ARCHITECT.

5. SIGNS SHALL HAVE A NON-GLARE FINISH.

DOOR SCHEDULE RM. HDWR. FRAME FRAME FRAME HEAD JAMB SILL NO. # WIDTH HT. THK. TYPE GROUP LBL CONSTR. MAT'L GLASS TYPE MAT'L LBL DTL. DTL. DTL. SIGN REMARKS

10"

1. ALL SIGNS SHALL HAVE BOTH RAISED LETTERS AND BRAILLE MESSAGES. LETTERS AND NUMERALS SHALL BE RAISED 1/32" AND SHALL BE SANS SERIF UPPERCASE CHARACTERS BETWEEN 5/8" AND 2" IN HEIGHT. BRAILLE SHALL BE CALIFORNIA CONTRACT GRADE 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 COMPLY WITH T-24, SEC. 1117B.5 - 1117B.5.10 . ALL BRAILLE COMPONENTS SHALL BE AN INTEGRAL PART OF THE SIGN. APPLIED STRIPS ARE NOT ACCEPTABLE. COMPONENTS SHALL BE AN INTEGRAL PART OF THE SIGN. APPLIED STRIPS ARE NOT ACCEPTABLE.

GWI N

SIGN NOTES:

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

DOOR SCHEDULE, DOOR/STOREFRONT TYPES AND DETAILS

A3.1

HEADERS PER STRUCTURAL, SEE

A3.2

1 S0.2

ACCESSIBLE SINK P. LAM

SPLASH

+7'-2 1/2"

P. LAM

34"

ALIGN WITH STOREFRONT ALUMINUM TRIM, ALL AROUND 3' - 0" #222

3' - 0" #222

36x34x30

EAST

GYP. BD., PAINT, TYP.

6" 1/2" TEMP. GLASS SHELF WITH POLISHED EDGES

8" MIN.

P. LAM 3

SOLID BACKING, TYP.

INSULATE ALL PIPING

A3.2 SINGLE SOLID CLOSURE PANEL SOUTH

UTILITY CHASE

WEST

FOR INFO NOT NOTED SEE 1

A3.2

CARPET

27" CLR. @ ADULT

SLIDING GLASS DOORS ALUMINUM SHELF STANDARDS, SEE PLAN 14

A3.2

BASE CABINET

2 -

NOTE:

WALL HUNG CABINET

STORAGE CABINET 3 2 -

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

EXTEND FLOORING & BASE UNDER SINK 1/2" PLYWOOD OPEN

4" FRAMING PER STRUCTURAL, SEE

1 1/2" = 1'-0"

CABINET w/ UTILITY CHASE

1 1/2" = 1'-0"

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

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

GWI N

P. LAM, OVER 3/4" PARTICAL BOARD

C-14158

P. LAM, OVER 3/4" PARTICAL BOARD

P. LAM CASEWORK

WOOD, TYP.

27 3/4"

CABINET, SEE INTERIOR ELEVATIONS FOR WIC#

FOR INFO NOT NOTED SEE 1

1/2"x1" ALUMINUM L DRILLED HOLES @ 1" o.c. FOE SHELF SUPPORTING PINS WITH #10 R.H.W.S. @ 12" o.c. INTL FRAMING

2'-6"

3"Ø GROMMETS IN CABINET TOP & TOP 2 SHELVES

RECEPTION COUNTER & COUNTERTOP

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

DISPLAY CASE PLAN

2x4 BLOCKING

A3.2 2 BASE

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

RECEPTION DESK

12"

1 1/2" = 1'-0"

P. LAM

1' - 4" 230

EAST

3' - 0" EQ.

1' - 4" 101

3' - 0" EQ.

16/30/24

1' - 4"1' - 4" 101 230

3' - 6"

30"

R= 2"

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

COUNTERTOP & SPLASH SHOWN DASHED

16/30/24 16/30/24

4x BLOCKING WITH A34 CLIP TOP & BOTTOM @ EACH END 3/8"Øx4" BOLT @ 16" o.c. (MIN. 2 PER CABINET) INTO STUD OR BLOCKING MAX. 3" FROM ENDS

NOT TO SCALE

BASE & FINISH FLOOR PER FINISH SCHEDULE

CORNER 6" = 1'-0"

1'-4"

SOUTH

SOLID SURFACING

1' - 4" 230 16/30/24

COUNTER WOOD TRIM, TYP.

WOOD

1 1/2" = 1'-0"

1' - 1" +3'-6" A.F.F.

1 1/2"

CORK BOARD

EQ EQ EQ

12"

INDICATE SPLICE LOCATIONS ON SHOP DRAWINGS

30"

3' - 6"

TYPICAL ALL EXPOSED CORNERS

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

P. LAM

VERIFY WITH MARKERBD. MANUFACTURER

WEST

6' - 2" WOOD

5' - 8" 1' - 4" 101

HORIZONTAL SLIDING MARKERBOARD 30"X48" CLR.

30"X48" CLR.

16/30/24

2' - 2"

A3.2

SIM.

12' - 0"

WOOD

6' - 6" GROMMETS, TYP.

2" LONG x 1 1/2" x 2" x 1/8" CLIP ANGLE @ 16" o.c. MAX. 3" FROM ENDS

A3.2

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

GROMMETS, TYP.

RECEPTION DESK 1/4" = 1'-0"

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

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

4x BLOCKING WITH A34 CLIP TOP & BOTTOM @ EACH END

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

FOR INFOR NOT NOTED SEE 6

BASE CABINET

1' - 1"

4/23/2012 3:13:25 PM

A3.2

2"x1/4" ANODIZED ALUMINUM CHANNELS, ROUTE INTO PLYWOOD

SECRETARY DESK 1/4" = 1'-0"

30"X48" CLR.

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

A3.2

3' - 0 1/2"

30"X48" CLR.

A3.2

3' - 6"

4' - 6"

ADJUSTABLE SHELVES

- 8" 2' 2'-6"

5' - 6"

OPEN

SHIM 1/2" TO PROVIDE SOLID BACKING, ATTACH TO BLOCKING w/ (2) 7d @ 16" o.c.

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

30"

3' - 6"

A3.2

3' - 6"

30"

12"

ANGLE COUNTER SUPPORT

3" = 1'-0"

ISOMETRIC VIEW

WOOD SUBFLOOR

PLAN VIEW

A3.2

64055-09

CABINET ANCHORAGE

1 1/32" 1"

WEST

PTN:

DATE___________________________

EAST

SOUTH

17-H5

2x4 @ 24"o.c.

BASE & FINISH FLOOR PER FINISH SCHEDULE

A3.2

1 1/2" = 1'-0"

16/30/24

OPEN

FILE:

12" 30"

16d @ 16"o.c.

AC_______ FLS_______ SS_______

P. LAM

EQ EQ EQ

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

WOOD

BASE & FINISH FLOOR PER FINISH SCHEDULE

1 1/2" = 1'-0"

OF CA LI F O

APPL: 01-109372

2"X1/4" ANODIZED ALUMINUM CHANNELS, ROUTE INTO PLYWOOD

A3.2

SCIENCE ISLAND SECTION

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

PER MFR. INSULATE ALL PIPES

WOOD TRIM, RADIUSED W/ EASED EDGES, TYP.

1"x1" ALUMINUM TUBE WITH DRILLED HOLES EACH SIDE @ 1" o.c. FOR SHELF SUPPORT PINS

1/2" TEMP. GLASS SHELVES WITH POLISHED EDGES

REN:02/28/09

(4)-1/4"Ø M.B. & WASHERS

19"

WOOD

TV MONITOR PLATFORM MOUNT

17"

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

(N) ACCESSIBLE SINK

ES ST ARL UM CH

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

1' - 0"

ED ARCHI T NS T EC UGH

1/4" = 1'-0"

DISPLAY CASE SECTION

SCIENCE TEACHER ISLAND

1 S0.2

LIC E

30"X48" CLR.

PLAN

3 -

P. LAM. PANEL

GYP. BD., PAINT, TYP.

SIM. 4 -

VARIES SEE INT. ELEV.

3' - 0" #154

NORTH

4 -

1-5/8 x 1-5/8 x 12 GA STL SUPPORT CHANNEL w/ ANGLES & BOLTS AT EA. END

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

CASEWORK PLANS, ELEVATIONS & DETAILS

A3.2

1 15

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

1 9 1 14

1 10

1 16

AA8.1

INSIDE CORNER

4 5

(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.

1 9

WOOD TRIM, PAINT, TYP.

1 14

METAL TRIM, PAINT

2 11

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

OUTSIDE AA8.1 CORNER

ACCESSIBLE LOCKERS, PROVIDE ACCESSIBLE SHELF, LATCH & SYMBOL AT LOCKER 12 INSTALL LOCKERS WITH NEW CONC. CURB, SEE AA8.1

ACCESSIBLE HIGH/LOW DRINKING FOUNTAIN, SEE

METAL AA8.1 PANEL 19

EAST ELEVATION

REINSTALLED (E) LIGHT FIXTURE

2x4 TRIM,PAINT

1. PAINT ALL SURFACES OF BUILDING EXTERIOR

OF CA LI F O

NOTE: 17

REN:02/28/09

1/8" = 1'-0"

INSIDE AA8.1 CORNER

S.A.F.F., TYP.

ES ST ARL UM CH

C-14158

W.R.B., TYP. 1x4 TRIM , PAINT

ED ARCHI T NS

AA4.1

(E) FRAMING TO REMAIN, PROTECT

T EC UGH

1x WOOD TRIM, PAINT

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

DRYER VENT IN WALL, PATCH & REPAIR FINISHES TO MATCH IN FINISH & TEXTURE, PAINT, S.M.D. 17 METAL WALL PANELS OVER (E) WOOD SIDING AT PARAPET, SEE AA8.1

1/8" = 1'-0"

3" = 1'-0"

+9'-7 3/4" A.F.F.

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

TYP. DEMO EXT. WDW. HEAD

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

PAINT COLOR 2, TYP.

NORTH ELEVATION

REMOVE (E) PER PLAN

NOTE: REFER TO INT. ELEV. FOR ADDITIONAL FINISHES, TYP.

2 11

REMOVE (E) WINDOW ASSEMBLY COMPLETE, TYP.

PAINT COLOR 1, TYP.

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

(E) TRIM @ HEAD, JAMB & SILL TO ALLOW INSTALLATION OF FLEXIBLE FLASHING

EXTERIOR ELEVATION NOTES

OUTSIDE AA8.1 CORNER

LIC E

AA8.1

(E) FRAMING TO REMAIN, PROTECT

METAL PANEL

GWI N

METAL AA8.1 PANEL

2. PAINT WALLS BEFORE LOCKER INSTALLATION

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

OUTSIDE AA8.1 CORNER 12

APPL: 01-109372

SOFFIT VENT

FILE:

17-H5

PTN:

64055-09

WINDOW ASSEMBLY, TYP. AC_______ FLS_______ SS_______ LOW EXPANSION FOAM SEALANT @ PERIMETER OF OPENING, TYP.

1 9

BEAD & SEALANT

1 14

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

2 11

DATE___________________________

MINI BLINDS 19

1 15

1 16

SUSPENDED CEILING

3" = 1'-0"

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

(E) FRAMING TO REMAIN, PROTECT

17 OUTSIDE AA8.1 CORNER

SEALANT

METAL 'J' MOLD

1 9 1 14 2 11

2x4 WOOD TRIM, PAINT

1x6 WOOD TRIM, PAINT

WINDOW ASSEMBLY, TYP.

LOW EXPANSION FOAM SEALANT @ PERIMETER OF OPENING, TYP.

3' - 8 1/4"

WEST ELEVATION

1/8" = 1'-0"

AA4.1 AA4.1

1'8" MI N

3" 1'-

FRAMING FOR ADDITIONAL

FACE OF WALL BOTTOM RAIL SET 1 1/2" PIPE IN 2"Ø PIPE SLEEVE & GROUT SOLID, SEE 6 AA8.1

BUBBLER 2'-3" MIN.

3'-0" MAX.

AA4.1

PUSH BUTTON VALVE

MA 6" X

PLASTER OVER PLYWOOD, PATCH & REPAIR (E) PLASTER TO MATCH ADJACENT IN FINISH AND COLOR AT NEW D.F.

PUSH BUTTON VALVE

1 1/2"Ø GALV. STEEL PIPE

STANDARD DOUBLE UNIT FOUNTAIN

2' - 3" 27" MIN. CLR. @ ADULT

1'6" MI N

BEAD & SEALANT

DRINKING FOUNTAIN PER PLAN

DRINKING FOUNTAIN BEYOND

AA4.1

" 18

W.R.B., TYP.

TEMP. GLAZING

FOR PIPE RAIL, SEE 13

CARRIER SYSTEM, S.M.D.

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

FIXED

N. MI " 0 4'-

INFORMATION

3" = 1'-0"

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

DRINKING FOUNTAIN 1:1

SLIDER TEMP. GLAZING

WINDOW TYPES

ACCESSIBLE FOUNTAIN

WINDOW ASSEMBLY, TYP. METAL 'J' MOLD S.A.F.F., TYP.

1' - 4"

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

SEE

AA4.1 SIM.

AA4.1

3/8"Ø BOLTS THROUGH BLOCKING AND DRINKING FOUNTAIN CARRIER PLATE

DRINKING FOUNTAIN AA4.1 ANCHORAGE

CEMENT PLASTER SYSTEM, PAINT

7 AA4.1 SIM.

AA4.1 SIM.

LOW EXPANSION FOAM SEALANT @ PERIMETER OF OPENING, TYP.

AA4.1 SIM. 8

3" = 1'-0"

SEALANT

AA4.1 SIM.

2' - 0"

TYP. EXT. WDW. JAMB MULLION

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

AA4.1 SIM.

1x WOOD TRIM, PAINT

7' - 0"

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

1x4 WOOD TRIM, PAINT

TYP. EXT. WDW. SILL

7' - 0"

AA4.1

6' - 0"

NOTE: REFER TO INT. ELEV. FOR ADDITIONAL FINISHES, TYP.

1x4 WOOD TRIM, PAINT

4/23/2012 3:14:26 PM

SEALANT

(E) FRAMING TO REMAIN, PROTECT

2' - 0"

LOW EXPANSION FOAM SEALANT @ PERIMETER OF OPENING, TYP.

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

FIXED TEMP. GLAZING

BEAD & SEALANT

WINDOW ASSEMBLY, TYP.

NOTE: REFER TO INT. ELEV. FOR ADDITIONAL FINISHES, TYP.

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

1x WOOD TRIM, PAINT

BEAD & SEALANT

3" = 1'-0"

S.A.F.F., TYP.

2x4 WOOD TRIM, PAINT

(E) FRAMING TO REMAIN, PROTECT

S.A.F.F., TYP.

TYP. EXT. WDW. JAMB

W.R.B., TYP.

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

17 INSIDE AA8.1 CORNER 13

LOW EXPANSION FOAM SEALANT @ PERIMETER OF OPENING, TYP. BEAD & SEALANT

CEMENT PLASTER SYSTEM, PAINT

NOTE: REFER TO INT. ELEV. FOR ADDITIONAL FINISHES, TYP.

17 METAL AA8.1 PANEL

3' - 0" 36" MAX. @ ADULT

TYP. EXT. WDW. HEAD

3' - 6"

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

EXTERIOR ELEVATIONS, WINDOW TYPES & WINDOW DETAILS

AA4.1

REFLECTED CEILING LEGEND

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

BOYS

CLOSET

121

120 (E) EXTERIOR PLYWOOD SOFFIT, PAINT COLOR 1 2

STORAGE

SCIENCE CLASSROOM

119

111

117

2'x4' ACOUSTICAL PANEL, SUSPENDED TBAR GRID SYSTEM, SEE 18 20

116

A9.1

122

SCIENCE WORKROOM

109

118

B AA2.2

LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS

SUPPLY DIFFUSER, SEE MECHANICAL DRAWINGS

WOMEN 107

CONF.

9'-0" A.F.F.

RETURN DIFFUSER, SEE MECHANICAL DRAWINGS

FAN, SEE MECHANICAL DRAWINGS

ED ARCHI T NS

110

OFFICE

5 AA8.1 1

1 HOUR OCCUPANCY SEPARATION WALL, SEE

MEN

C-14158

A9.1

REN:02/28/09

106 9'-0" A.F.F. 4

ALCOVE

TEACHERS WORKROOM

101A

105

ELEC./ CUST.

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

(N) CEILING MOUNTED PROJECTOR BRACKET, SEE

TYP., U.O.N.

(N) CEILING MOUNTED PROJECTION SCREEN, SEE DETAIL

10'-0" A.F.F.

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

± 10' - 0" PER MFR.

101

112

A9.1

APPL: 01-109372

A9.1 (E) COLUMNS & BEAMS TO REMAIN, PAINT COLOR 2, PROTECT

30" TYP., U.O.N.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

LOBBY

OF CA LI F O

REFLECTED CEILING PLAN NOTES

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

OPEN TO (E) FRAMING, PAINT

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

FILE:

17-H5

PTN:

64055-09

AC_______ FLS_______ SS_______

, PAINT

A9.2

108

ES ST ARL UM CH

T EC UGH

TUBULAR SKYLIGHT, SEE

9'-0" A.F.F.

OFFICE

SCIENCE CLASSROOM

LIC E

GIRLS

SMALL GROUP INSTRUCTION

GWI N

9'-0" A.F.F.

DATE___________________________

REFLECTED CEILING PLAN GENERAL NOTES STOR./ COPIER

COUNS. OFFICE

CLASSROOM

102

104

103

114

AA2.2

113

COUNS. RECEPT.

ALL CEILING HEIGHTS TO BE 9'-6" U.O.N.

CLASSROOM

6 TYP. AA4.1

115

REFLECTED CEILING PLAN

1/8" = 1'-0"

TYP. @ (N) 17 METAL PANELS AA8.1 @ CORNER

ROOF PLAN NOTES

1 8 6

(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 ROOF WALKWAY PADS UNDER ALL CONDUIT SUPPORST, TYP., SEE

5 4 7

2 1

1 2

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

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

ROOF PLAN GENERAL NOTES

B AA2.2 2

16 AA8.1

AA8.1

7 2

REMOVE & 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 TO ATTACHED TO UNDERSIDE OF ROOF SHEATHING/FRAMING.

2 5

2 4

2 1 2

2 17

AA8.1

4 1

TYP. @ (N) METAL PANELS @ FASCIA

4 4

TYP. @ (N) METAL PANELS 17 @ PARAPET AA8.1 INTERSECTION

2 2

ROOF PLAN LEGEND

4/23/2012 3:14:32 PM

8 7

SINGLE PLY THERMOPLASITIC CLASS A ROOFING SYSTEM

6 A

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

AA2.2

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

(E) CONDUITS TO REMAIN, PROTECT

AA8.1

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

REFLECTED CEILING PLAN & ROOF PLAN

AA6.1

2 4

1 4

ALIGN

INTERIOR ELEVATION NOTES

PAINT COLOR 4, TYP.

PAINT COLOR 5, TYP.

(N) 2A10BC FIRE EXTINGUISHER W/ VALID CERTIFICATION TAG & CABINET, SEE DETAIL 9

GYP. BD.

2 4

VINYL WALL COVERING OVER TACK BOARD BASE OVER GYP. BD., SEE 13 TROPHY CASE, SEE A3.2 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

2 4

ALIGN

7 54" MAX TO LOCK/LATCH - 9 3/4" &3'CONTROL

OPEN TO 101A ALCOVE

6 NORTH

EAST 9

WEST

SOUTH

101 - LOBBY

A9.1 12 A9.2

1/4" = 1'-0"

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

C-14158

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

OF CA LI F O

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

OPEN TO 101 LOBBY

REN:02/28/09

2 4

ALL COLORS TO BE CHOSEN BY ARCHITECT

ES ST ARL UM CH

ED ARCHI T NS T EC UGH

INTERIOR ELEVATION COLOR LEGEND

2 4

LIC E

---

GWI N

2 4

EAST

NORTH

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

WEST

SOUTH

101A - ALCOVE

APPL: 01-109372 FILE:

17-H5

1/4" = 1'-0"

PTN:

64055-09

AC_______ FLS_______ SS_______ DATE___________________________

4 4

2 4

ALIGN

7 6

2 4

ALIGN 7 2 4

NORTH

EAST

SOUTH

NORTH

WEST

EAST

102 - COUNSELING / RECEPTION

103 - COUNSELING OFFICE

1/4" = 1'-0"

1/4" = 1'-0" 9--A9.1

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

HEAD JAMB

SOUTH

WEST

EAST

NORTH

103 - COUNSELING OFFICE (CONT.)

104 - COUNSELING OFFICE

1/4" = 1'-0"

WEST

SOUTH

6' --#350 4" (2)

8'(2)- 5" - #302

6'--#302 0" (2)

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

36X30X14 CLR.

4 5

10 5 9

4/23/2012 3:13:35 PM

VENDING (N.I.C.)

NORTH

105 - TEACHER'S WORKROOM 1/4" = 1'-0"

EAST

6' --#102 4" (3)

EQ.X24X14 CLR.

SOUTH

FRIG. (N.I.C.)

1'#254 - 8"

6' -- #222 0" (2)

20X34X24

36X34X24

WEST

2' -#211 1 3/4"

3'#222 - 0"

26X34X24

36X34X24

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR ELEVATIONS

A7.1

INTERIOR ELEVATION NOTES 5

3 A2.3

TYP.

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. 3 42" GRAB BAR, SEE A2.3 RECESSED TOILET PAPER DISPENSER

ELECTRICAL PANEL, S.E.D.

107 - WOMEN

1/4" = 1'-0"

12 13

PAPER TOWEL DISPENSER 7 MIRROR, SEE A2.3 3 36"GRAB BAR, SEE A2.3 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.

TYP.

F.R.P. WALL PANEL TRIM, SEE

7 A2.3

10 6

6 NORTH

SOUTH

EAST

NORTH

WEST

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

FOR MOUNTING HEIGHTS, SEE

A9.2

8 6

EAST

A2.3

12 A9.2

5 A9.1

A9.2

T EC UGH

ES ST ARL UM CH

LIC E

ED ARCHI T NS

GWI N

C-14158

A NI

REN:02/28/09

OF CA LI F O

8 6 WEST

SOUTH

WEST

SOUTH

108 - OFFICE

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

EAST

NORTH

FOR MOUNTING HEIGHTS, SEE

1/4" = 1'-0"

A2.3

INTERIOR ELEVATION COLOR LEGEND

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

ALL COLORS TO BE CHOSEN BY ARCHITECT

APPL: 01-109372

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

FILE:

17-H5

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

PTN:

64055-09

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

AC_______ FLS_______ SS_______ DATE___________________________

EAST

NORTH

WEST

SOUTH

109 - OFFICE 1/4" = 1'-0"

MIDDLETOWN HIGH SCHOOL ADMINISTRATION 3 3

SOUTH

NORTH

WEST

EAST

110 - CONFERENCE 1/4" = 1'-0"

4' - 0"

5' - 0"

4/23/2012 3:13:45 PM

15 2 NORTH

3' - 0"

EAST

3' - 0"

SOUTH

WEST

3' - 0"

NORTH

EAST

111 - STORAGE

112 - ELECTRICAL / CUSTODIAN

1/4" = 1'-0"

SOUTH

WEST

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR ELEVATIONS

A7.2

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

CLOCK/SPEAKER, S.E.D.

FA EQUIPMENT, S.E.D.

GYP. BD., TYP.

FABRIC WRAPPED PANELS OVER GYP. BD., SEE 13 TEACHING WALL, SEE A9.2 5 16'-0"x4'-0" MARKERBOARD, SEE A9.1 10 T.V., N.I.C., SEE A3.2 CEILING MOUNTED PROJECTOR

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

MINI BLINDS, TYP. ALL EXTERIOR WINDOWS, SEE

EQ./30/14

54"

6 7

EAST

NORTH

SOUTH

WEST

113 - STORAGE / COPIER

A9.1

A9.2

---

1/4" = 1'-0"

15' - 4 23/32" (5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDS EQ/50/18

2 3

ED ARCHI T NS

LIC E

GWI N

T EC UGH

ES ST ARL UM CH

3' - 11 5/32" 1' - 6" # 531 # 254 EQ/84/24 18/34/24 EAST

114 - CLASSROOM

6' - 0" (2) # 102 36/34/24

6' - 0" (2) # 102 36/34/24 VIF, S.E.D.

1' - 6" # 254

18/34/24

9 A9.1

FILE:

17-H5

PTN:

64055-09

ALL COLORS TO BE CHOSEN BY ARCHITECT

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

AC_______ FLS_______ SS_______

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

DATE___________________________

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

HEAD JAMB

APPL: 01-109372

INTERIOR ELEVATION COLOR LEGEND

1/4" = 1'-0"

---

OF CA LI F O

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

3' - 10" # 402 EQ/60/24

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

NORTH

8' - 0" TYP. U.O.N.

C-14158 REN:02/28/09

8' - 0" TYP. U.O.N.

4 9

SOUTH

WEST

114 - CLASSROOM (CONT.) 1/4" = 1'-0"

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

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

2 3

3' - 10 7/8" # 531 EQ/84/24 EAST

NORTH

115 - CLASSROOM

1' - 6" # 254

18/34/24

6' - 0" (2) # 102 36/34/24

6' - 0" (2) # 102 36/34/24 VIF, S.E.D.

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

1/4" = 1'-0"

HEAD

--9

JAMB

A9.1 3 10

4/23/2012 3:13:48 PM

SOUTH

115 - CLASSROOM (CONT.) 1/4" = 1'-0"

WEST

1' - 6" # 254

18/34/24

3' - 10 7/8" # 402 EQ/60/24

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR ELEVATIONS

A7.3

INTERIOR ELEVATION NOTES

HEAD

---

0" (2)6'- -#302 12

36x30x14 CLR.

1' - 6" #254

CLOCK/SPEAKER, S.E.D.

FA EQUIPMENT, S.E.D.

GYP. BD., TYP.

FABRIC WRAPPED PANELS OVER GYP. BD., SEE 13 TEACHING WALL, SEE A9.2 5 16'-0"x4'-0" MARKERBOARD, SEE A9.1 10 T.V., N.I.C., SEE A3.2 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

36x30x14 CLR.

OPEN

FRONT

29'- -#302 6" (10)

3' - 0"

18x34x24

6 SEE SCIENCE ISLAND

SEE SCIENCE ISLAND

SINGLE SOLID CLOSURE PANEL AT END NORTH

JAMB

END

4' -- #102 11" (2)

10'- -#102 11" (4)

A9.1

29x34x24

EQx34x24

EAST

SEE SCIENCE ISLAND

4" (2)4'- -#102

26x34x24

116 - SCIENCE ISLAND 116 - SCIENCE CLASSROOM

2' - 6" #102

30x34x24

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

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

A9.1

A9.2

---

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

6' - 0" (2) # 102 36/34/24

6' - 0" (2) # 102 36/34/24 VIF, S.E.D.

1' - 6" # 254

18/34/24

4' - 0 1/16" # 402 48/84/24

4' - 0" # 402 48/60/24

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

3' - 11 15/16" 1' - 6" # 402 # 254 48/84/24 18/34/24

SEE SCIENCE ISLAND 4' - 0" # 531 48/84/24

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

OF CA LI F O

SOUTH

C-14158 REN:02/28/09

WEST

116 - SCIENCE CLASSROOM (CONT.)

SEE SCIENCE ISLAND

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

GWI N

ALL COLORS TO BE CHOSEN BY ARCHITECT

ES ST ARL UM CH

T EC UGH

EQx34x18

ED ARCHI T NS

INTERIOR ELEVATION COLOR LEGEND

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

LIC E

SEE SCIENCE ISLAND

2' - 6" #102

4" (2)4'- -#102

6'--#102 11" (3)

30x34x18

26x34x18

EQx34x18

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES APPL: 01-109372

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

1/4" = 1'-0"

FILE:

17-H5

PTN:

64055-09

AC_______ FLS_______ SS_______

HEAD

--9

DATE___________________________ 15' - 5 1/32" (5) EQ. # 400 W/ 4 SHELVES UNDER MARKERBOARDS EQ/50/18

JAMB

A9.1

3 12

1 7

5 11 OPEN

OPEN 4' - 0" # 531

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

NORTH

48/84/24 EAST

117 - SCIENCE CLASSROOM

28 A3.2 . ±36"

4'#5'402 --0" 6 1/32" # 254

6' (2)-#0" 102

48/84/24

36/34/24

36/34/24 VIF, S.E.D.

18/34/24

1'# -254 6"

4' - #0402 1/32"

48/60/24

18/34/24

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

34"

27"

1/4" = 1'-0"

2 WEST COUNTER TOP, TYP.

27'#302 - 0" (9)

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

36/30/14

EQ/30/14 3 4

NORTHEAST CLOSURE PANELS, TYP.

OPEN

SOUTHWEST

SOUTHEAST

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

SOUTH

117 - SCIENCE ISLAND 117 - SCIENCE CLASSROOM (CONT.) 1/4" = 1'-0"

2' - 6 11/32" #101

2' - 10" #102

27/34/18

34/34/18

WEST

9' #222 - 2 1/4"

12' - 0" #222

36 3/4/34/18

36/34/18

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

1/4" = 1'-0"

9' -- 0" (3) #302

3' - 0" #302

5'#302 - 6"

36x34x24

33x34x24

1 3

4/23/2012 3:13:54 PM

13 14 NORTH

118 - SCIENCE WORKROOM 1/4" = 1'-0"

EAST

SOUTH

2' - 6 1/2" #222 30x34x24

3' - 0" #154

2' - 6 1/2" #222

36x34x24

30x34x24

PROVIDE LOCKS AT ALL CABINET DOORS & DRAWERS

WEST

3' - 1" #102

#254 0"1' - 9"

4' - 0"

30x34x24 21x34x24 ACCESSIBLE FUME HOOD

NORTHWEST

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR ELEVATIONS

A7.4

INTERIOR ELEVATION NOTES

HEAD SIM.

8' - 0" TYP. U.O.N.

CLOCK/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. 3 42" GRAB BAR, SEE A2.3 RECESSED TOILET PAPER DISPENSER 6 METAL SHELVING, SEE A9.2 PAPER TOWEL DISPENSER 7 24x36 MIRROR, SEE DETAIL A2.3 3 36" GRAB BAR, SEE A2.3 SOAP DISPENSER 8

7 8 9

12' - 0" (4) # 222

NORTH

9' - 0" (3) # 402

36/34/24

EAST

36/84/24

119 - SMALL GROUP INSTRUCTION

1/4" = 1'-0"

3' - 0" #302 36/30/14

2'#302 - 2"

3' - 0" #302 36/30/14

2'#302 - 6"

26/30/14

30/30/14

±30" VERIFY W/ 3' - 0" HOOD MFR.

±30" VERIFY W/ 3' - 0" 3'#302 - 0" HOOD MFR.

5'(2)- 5#302 3/4"

EQ/30/14

36/30/14

TOILET PARTITION, SEE DETAIL A2.3

3'#302 - 0"

16'-0" MARKERBOARD, SEE

36/30/14

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

36/34/24

2'21 - 6"

2' -#102 3 7/8" 1'#254 - 4" 2' -#102 3 7/8"

2'21 - 6"

2'#102 - 0" 1'#254 - 4"

±30" 33/34/24 ±30" VERIFYEQ/34/24 16/34/24 EQ/34/24 W/ HOOD VERIFY W/ 24/34/24 16/34/24 MFR. HOOD MFR.

3'#154 - 0"

2'#102 - 2"

16/34/24

26/34/24

(E) RANGE RELOCATED

(E) WASHER & DRYER RELOCATED

REN:02/28/09

OF CA LI F O

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

INTERIOR ELEVATION COLOR LEGEND

1/4" = 1'-0"

C-14158

---

ALIGN

16/34/24

2'#102 - 9"

3'#154 - 0"

ES ST ARL UM CH

T EC UGH

119 - SMALL GROUP INSTRUCTION (CONT.)

1'#254 - 4"

ED ARCHI T NS

WEST

2' - 7" #222 30/34/24

5 A9.1

2' - 7" #222 30/34/24

13 A9.2

SOUTH

4 A9.1

36/30/14 CLR.

---

A9.1 JAMB

---

LIC E

GWI N

HEAD 2' - 0" # 302

APPL: 01-109372

ALL COLORS TO BE CHOSEN BY ARCHITECT

FILE:

17-H5

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

PTN:

64055-09

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

AC_______ FLS_______ SS_______

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

DATE___________________________

9 22 NORTH

3'222 - 0"

7' 2 - 0" @

EAST

36/34/24

SOUTH

36x84x14

120 - CLOSET

6' 2 -@0"

WEST

36x84x14

4' - 0" 1@

36x84x14 24x84x14

1/4" = 1'-0"

MIDDLETOWN HIGH SCHOOL ADMINISTRATION 7

A2.3 14

3 A2.3

2 14

6 SOUTH

EAST

NORTH

WEST

121 - BOY'S 1/4" = 1'-0"

FOR MOUNTING HEIGHTS, SEE

18 A2.3

5 2

14 11 8

13 6

4/23/2012 3:13:58 PM

6 NORTH

EAST

SOUTH

WEST

122 - GIRL'S 1/4" = 1'-0"

FOR MOUNTING HEIGHTS, SEE

18 A2.3

10 7

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR ELEVATIONS

A7.5

REMOVE AND INSTALL NEW SHEET METAL FLASHING TO ALLOW FOR ATTACHMENT OF METAL PANELS & ROOFING

NEW 1x4 @ 24" o.c. MITERD METAL CORNER BY PANEL MANUFACTURER

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

(E) WOOD CORNER TRIM

FOR INFO NOT NOTED SEE 10

NEW 1x4 @ 24" o.c.

FOR INFO NOT NOTED SEE 14

ASSEMBLY DESCRIPTION TUBULAR SKYLIGHT DOME INSTALL PER MFR'S PRINTED INSTRUCTIONS.

AA8.1

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

(E) 2x TRIM

AA8.1

(E) PLYWOOD SIDING

SINGLE PLY THERMOPLASTIC CLASS ROOFING SYSTEM SEE 20

#10X3" WOOD SCREW, TYP. NEW 2x4 VERTICALS @ 24" o.c. WITH 8d NAILS @ 12" o.c. STAGGERED INTO (E) STUDS END WALL METAL TRIM BY PANEL MANUFACTURER

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 EXTERIOR SURFACE W/ INTERIOR SURFACE TREATMENT AS REQUIRED FOR INTERIOR, NONBEARING, NONCOMBUSTABLE STUD PARTITIONS IN THIS TABLE. PLASTER MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME, CEMENT TO SAND.

AIM REFLECTOR PER MFR'S INSTRUCTIONS

NEW METAL SIDING PANELS

OUTSIDE CORNER

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

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

ROOFING MEMBRANE o/ROOF BOARD

4x6 BLOCKS EACH SIDE

AA8.1 7/8" CEMENT PLASTER OVER METAL LATH

(E) PLYWOOD SIDING

ROOF FASTENER & DISC SEE 19

NEW 1x4 NAILER @ 24" o.c.

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

AA8.1

SOUND BATT INSULATION, TYP. (E) PLYWOOD SOFFIT

1 1/2" = 1'-0"

1/2"

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

1/2"

REN:02/28/09

S.A.F.M. UP OVER TOP OF PARAPET AS SHOWN

ROOFING BASE FLASHING

ES ST ARL UM CH

C-14158

PROVIDE CONC. CURB AT ALL EXTERIOR WALL INFILLS TO MATCH (E) ADJACENT CURBS, S.S.D.

5 # ROSIN PAPER

ROOF FLASHING MEMBRANE

ED ARCHI T NS BA

REMOVE AND INSTALL NEW SHEET METAL FLASHING TO ALLOW FOR ATTACHMENT OF METAL PANELS & ROOFING

ROOFING SEALANT

PIPE CLAMP w/ NEOPRENE GASKET

1 1/2" = 1'-0"

THERMOPLASTIC MEMBRANE, MECHANICALLY ATTACHED

1" = 1'-0"

FASTENER THRU NEOPRENE WASHER

MEMBRANE ROOF CAP

HOT-AIR WELD

1 HOUR WALL - EXTERIOR

TUBULAR SKYLIGHT

PARAPET

OF CA LI F O

CONT. CLEAT

LIC E

METAL FASCIA PANELS

GWI N

TRIM BY METAL PANEL MANUFACTURER

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

T EC UGH

2 S0.3

(E) 2x4 TRIM

INSIDE CORNER

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

FOR INFO NOT NOTED SEE

(E) 2x TRIM

(N) PLYWOOD TO MATCH (E) PLYWOOD THICKNESS

ROOFING FASTENER AND DISC

8" MIN.

#12 FASTENER & DISC FASTENED THROUGH TOP FLUTES, 1 1/4" MIN. EMBEDMENT, VERIFY W/ ROOFING MFR. REQUIREMENTS, SEE 19 AA8.1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

GALV. STEEL FENCE POSTS, SEE

(E) FRAMING

APPL: 01-109372 ROOFING MEMBRANE o/ROOF BOARD

SLOPE TOP OF GROUT TO DRAIN METAL SIDING NON-SHRINK HIGH STRENGTH GROUT

SUBSTRATE BOARD (E) ROOF SHEATHING TO REMAIN

AIR / VAPOR BARRIER OVER SUBSTRATE BOARD

THERMOPLASTIC ROOFING SYSTEM

ROOF DECK

NOTE: VAPOR BARRIER SHALL BE SEALED AT EDGES.

PTN:

64055-09

AC_______ FLS_______ SS_______

5"x5"x1/4" H.M. SLEEVE INSERTCAST INTO CONCRETE ALIGN

FASTENER AND PLATE

17-H5

DATE___________________________

6" MIN.

(E) FRAMING

FILE:

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

S.A.S.M.

(N) GYP. BD. (N) INSULATION, TYP AT ALL WALLS

3" = 1'-0"

PENETRATION AT ROOF

1 1/2" = 1'-0"

COPING @ PARAPET 3" = 1'-0"

FOR ADDT'L INFO SEE

PIPE SLEEVE

3" = 1'-0"

AA8.1 HOT AIR WELD

ROOF FASTENER & DISC, TYP.

12"

2' - 6"

ROOFING, OVER ROOF BOARD EXTEND UNDER CLAMPING RING

18"

RIGID INSUL. TAPERED EDGE

CLAMPING RING

ROOFING MEMBRANE OVER TAPERED EDGE OF SUMP

(N) M.R. GYP. BD OVER SANITARY WALL COVERING

LINE OF SUMP BEYOND

(N) FRAMING FOR PLUMBING WALL, S.S.D.

6" MIN.

RUN ROOFING SYSTEM DOWN INTO SUMP

18"

ROOF DRAIN AND COVER

ROOF DRAIN SHALL BE PLACED AT THE LOW POINT OF THE ROOF

6" MIN.

2' - 0"

18"

CLAMPING RING

DECK CLAMP, PER ROOF DRAIN MFGR.

12" MAX. TYP.

3/8" = 1'-0"

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

SINGLE PLY THERMOPLASITIC CLASS A MEMB. ROOFING SYSTEM

S.P.D. AND S.C.D. FOR CONTINUATION.

ROOF DRAIN

1 1/2" = 1'-0"

SLOPING TOP CLOSURE (E) WOOD SLEEPER V.I.F.

3" 6" V.I.F.

#14 x 2 1/2" R.H.W.S. WITH FENDER WASHERS @ 24" O.C. INTO SHAPED 2x4 P.T.D.F. WOOD SLEEPER

4/23/2012 3:14:37 PM

3/8'' EXPANSION JOINT W/ PREMOLDED JOINT FILLER AND FLEX. POLY JOINT SEALER. LOCATE PER PLANS AND AT ALL VERTICAL INTERSECTING, SURFACES, TYPICAL

EXPANSION JOINT

VERTICAL EDGE

1 1/2" = 1'-0"

CONC. INFILL W/ THICKENED EDGE OVER 2" SAND OVER WATERPROOF MEMBRANE OVER ROCK FILL OVER ENGINEERED FILL, SEE 3

BATT INSULATION PLYWOOD & FRAMING, S.S.D.

AA8.1

0'0'

FINISHES, INTERIOR SEE ROOM FINISH SCHEDULE

WEEP SCREED CONCRETE CURB, S.S.D., PAINT TO MATCH CEMENT PLASTER

SEALANT

NEW CURB, SEE

1/2" MAX.

1 1/2" = 1'-0"

(E) CONC. FLATWORK

SET IN ADHESIVE

AA8.1 AA8.1 #3x18" DOWEL @ 12" o.c.

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

NOTE: PROVIDE METAL CLOSURE PANELS AT EXPOSED ENDS

CURBS AT LOCKERS

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

CONCRETE SIDEWALK OR MOWSTRIP, SEE SITE PLAN FOR LOCATIONS

SIM.

FLASHING

(E) ROOF SHEATHING TO REMAIN, PROTECT

CONT. SEALANT OVER EXPANSION MATERIAL MATCH (E) REVEAL

T.O.C.

CONC. SLAB, S.S.D. SIM.

PLAN VIEW

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

TYPICAL CONC. WALK DETAILS

SUBSTRATE BOARD

6" = 1'-0"

VERTICAL SURFACE (CURB/WALL/ETC.)

SEALANT

CEMENT PLASTER

SHIM

3/4"

ROOFING FASTENER AND DISC SEE 18 AA8.1

EDGE AT A.C. PAVING

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

BUILDING PAPER, LAP OVER WEEP SCREED

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

1' - 0 11/32" LOCKER DEPTH

HOT AIR WELD

1:1

3" = 1'-0"

METAL LOCKER

ROOFING

(E) WOOD SLEEPERS

CONT. # 4 @ 18" o.c. EACH WAY AGG. BASE/SUB-BASE O/ UNDISTURBED SUBGRADE OR FILL COMPACTED TO 95% DRY DENSITY.

1x3 SPACER

ROOF WALKWAY PAD

FURRED WALL AT TOILETS

OVERFLOW DRAIN WHERE OCCURS, SEE PLAN FOR LOCATIONS, NEATLY CUT & PAINT

CEMENT PLASTER, PAINT

2 1/2"

TYPICAL ROOFING LAP

CONTROL JOINT (10'oc MAX EQ. SPACING E.W., U.O.N. ON PLAN)

(E) CONDUIT SUPPORTS

CAULKING, TYP.

ROOF FASTENING PATTERN

SEALANT OVER EXP. JT. FILLER LOC. PER PLAN 2" 2"

(E) CONC. CURB

6" 4" V.I.F.

12"

ROOFING SEALANT AT & UNDER ROOFING AT CLAMPING RING, TYP.

4 3/32" 6" N.T.S.

12"

NEW CONC. CURB AT NEW FURRED WALL, S.S.D.

1" 1"

12"

MAX. TYP.

12"

18"

ROOF DRAIN & COVER, SEE ALSO

(E) FRAMING

4" THK CONCRETE SLAB SLOPE CONC. TO DRAIN TO (E) DRAINAGE FACILITIES AND AWAY FROM BUILDING PERIMETER. U.O.N. PER PLAN. MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC. TYP. U.O.N. 2"

A.C. PAVING 4" MIN CLASS II BASE AGG. COMPACTED TO 95% MAX. DRY DENSITY

EDGE OF PAVEMENT

1" DEEP TOOLED JOINT W/ 1/4" RADIUS 2" 2"

SUPPORT FLANGE BENEATH

2" WIDE SMOOTH TROWEL FINISH AND 1/4" RADIUS AT EDGE (TYP.)

F.G.

(E) EXTERIOR WALL FINISH & FRAMING TO REMAIN

1/8" GAP

BOTTOM EDGE OF SUMP AREA

3" = 1'-0"

THICKEN EDGE OF PAVEMENT WHERE ADJACENT TO SOIL OR EXISTING PAVING 1" AT LAWN 2" 2" AT PLANTER

OVERFLOW DRAIN SET 2" ABOVE ROOF DRAIN , TYP.

WALL INFILL - EXTERIOR

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

ROOFING FASTENING

MIDDLETOWN HIGH SCHOOL ADMINISTRATION 15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

EXTERIOR DETAILS

AA8.1

A35 EE

4" MIN.

A34 EE

A34 ES (4) 3/8" DIA. LAG BOLTS w/ 1-1/2" MIN. EMBEDMENT INTO 4x BLOCKING

NOTE: HANDLE OF FIRE EXTINGUISHER SHALL BE 48" A.F.F., MAX. TYP. GYP. BD.

Opening per F.E.C. Mfr.

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

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

2" TYP

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

PROVIDE MIN. 4" GAP ON ALL SIDES OF ADJUST. SUSP. ADAPTOR

45° TYP.

ESCUTCHEON OR TRIM TO FIT SUSP. ADAPTOR AT CLG.

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

'L' 2-1/2" x 2-1/2" x 3/16" DIAGONAL BRACES TO STRUCTURE ABOVE (IN TWO DIRECTIONS) - WELD TO PROJECTOR MOUNT AND PER MFR. REQUIRMENTS

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

2x6 BLOCKING w/ A35 CLIP EACH END, TOP & BOTTOM

FIRE EXTINGUISHER

8'-0" MIN. ALLOWABLE HEAD CLEARANCE TO LOWEST PROJECTION

SOUND BATT INSULATION, TYP. MARKERBOARD

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

CROSS RUNNER CLOCK/SPEAKER/INTERCOM

CROSS-TEE FOR 2' x 2' ACOUSTIC PANELS WHERE OCCURS.

MARKERBOARD TELEPHONE HANDSET

MOP RACK

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

4' - 0"

5' - 0"

4' - 0"

ACOUSTICAL BOARD NOT SHOWN

1/4" = 1'-0"

3" SOUND ATTENUATION BLANKET

15/16"

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

A NI

2x4 @ 16"o.c. & STAGGERED 8"o.c. ON 2x6 STUDS

PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8' OR LONGER. 14.SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGHT EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE (ALSO SEE NOTE 10).

1" T 2" YP. MA CROSS TEE X. NOTE: STARTING FROM 6' FROM EACH WALL, INSTALL (4) SPLAY BRACE WIRES @ 12'-0" o.c. MAX. EACH WAY. (FOR NON-RATED CLG.)

DO NOT INSERT SCREW EYE INTO SIDE OF FLANGE

(2)- #8 x 1/2" METAL SELF TAPPING SCREWS 3" W. x 4" L. x 12 GA. STEEL STRAP BRACING WIRE, MIN. 4 TIGHT TURNS WITHIN 1 1/2"

VERTICAL HANGER WIRE (METAL DECK)

MAIN RUNNER

LIGHT FIXTURE

1 1/2" = 1'-0"

3" = 1'-0"

ACOUSTICAL WALL PANELS W/ CONCEALED SPLINE @ 24" O.C.

HORIZ. AND VERTICAL JOINTS

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

12 GA. BRACE WIRE

WALL FINISH PER SCHEDULE PERIMETER FASTENING SPLINE 12 GA. BRACE WIRE

GYP. BD.

12 GA. HANGER WIRE

1" MIN.

DSA T-BAR CEILING DETAILS AND NOTES

CEILING PROJECTION SCREEN

2" MIN.

12 GA. HANGER WIRE

HANGER WIRE

WOOD BLOCKING

PERIMETER JOINTS

MICRO-LAM

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

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

VIEWING SURFACE

GYP. BD.

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

A9.1

PROJECTION SCREEN

JOIST, RAFTER, OR PURLIN

BRACING WIRE

NOTE: SOLID BLOCKING REQUIRED FOR EITHER TYPE OF BRACING WIRE

SUSPENDED CEILING RUNNER

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

1/ 2"

2x BLOCKING w/ (2)- 16d EACH END

BRACING WIRES AT EACH MOUNTING BRACKET, SEE

MAIN RUNNER

STEEL DECK

A9.1

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

CLG FRAMING

INSULATION

ADD'L DIAG. SLACK WIRE PER 11

LIGHT FIXTURE

1 1/2" = 1'-0"

TO SUSPENED

INSULATION

11 A9.1

SUPPORT WIRES, SEE

SUSPENDED CEILING BRACING

3" MAX.

WOOD JOIST/RAFTER

IN ADDITION TO SUSPENDED CEILING HANGER WIRES, LIGHT FIXTURE SHALL BE SECURED TO CEILING GRID w/ #5 S.M.S. (1) EA. SIDE AND SHALL HAVE TWO(2) SUPPORT WIRES, ONE IN EACH DIAGONAL CORNER AND INDEPENDENT OF THE CEILING GRID. PROVIDE SEISMIC CLIP TO RUNNER.

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

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

1 1/2" = 1'-0"

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

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

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

Type II Sound Wall (Plan)

MOUNTING CLIPS BY SCREEN MFR

ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 LBS. OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.

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

3" = 1'-0"

#12 GA. SPLAY BRACE WIRES

8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHT15.ADDITIONAL REQUIREMENTS FOR FIRE RATED CEILINGS: WEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMA. PROVIDE UNDERWRITER LABORATORY (UL) DESIGN NUMBER OF STATE FIRE INAL DIAMETER TO HANGER WIRES. MARSHALL (SFM) LISTING NUMBER. THE COMPONENTS & INSTALLATION DETAILS MUST CONFORM IN EVERY PARTICULAR WITH THE UL OR SFM APPROVAL FOR 1/4"Ø SCREW EYE W/ MIN. 1 1/4" 3- 1 1/2" x 9 GA. STAPLES OR THE DESIGN NUMBER SPECIFIED. CUSTOM DESIGNS WHICH COMBINE COMPONENTS PENETRATION 3-STRONGHOLD 'J' NAILS AT FROM DIFFERENT APPROVED DESIGNS, BUT HAVE NOT BEEN TESTED AS A EACH LOOP (TYP.) COMPLETE ASSEMBLY WILL NOT BE ACCEPTABLE. BRACING WIRE B. FOR SCHOOLS, A SET OF 4 BRACING WIRES IS REQUIRED FOR EACH 96 S.F. BOTTOM OF HANGER WIRE - FOR BRACING THE FIRST SET OF BRACING WIRES ARE REQUIRED NOT MORE THAN 4'-0" FROM JOIST/RAFTER WIRES, FULLY EMBED SCREW EYE EACH WALL. A MINIMUM OF ONE SET OF BRACING WIRES IS REQUIRED BETWEEN THREADS IN DIRECTION OF WIRE HANGER WIRE ANY TWO ADJACENT EXPANSION CUT-OUTS OR RUNNERS BEING BRACED.

STEEL DECK

#12 GA. SPLAY BRACE WIRES

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

SUSPENDED CEILING

° 45 X. A M

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

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

1" MIN.

DATE___________________________

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

FABRIC WRAPPED PANELS 3" = 1'-0"

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

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

7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES 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 INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE.

TYPICAL FIXTURE MOUNTING HEIGHTS

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

5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS THIS INTERLOCK IS NOT REQUIRED.

3/4" = 1'-0"

64055-09

FREE END

CLG FRAMING

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

SPLAYED BRACING WIRE (METAL DECK)

PTN:

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

FIXED END

FREE SIDE

TO SUSPENED

A9.1

3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.

HANGER WIRE TIED TO #3 BAR w/ 3 WRAPS AROUND BAR & 1 WRAP AROUND WIRE

17-H5

WALL ANGLE

1/8" = 1'-0"

#3 BAR x 12" LONG

FILE:

AC_______ FLS_______ SS_______ WALL ANGLE

ACOUSTIC CEILING DIAGRAM

BRACING WIRE

OF CA LI F O

APPL: 01-109372

45° MAX.

2' - 0" TYP.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

FIRE EXTINGUISHER (CABINET)

45 °M AX .

12' - 0" MAX. FOR BRACING

2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 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.

4/23/2012 3:14:01 PM

1/2" CLR.

REN:02/28/09

1/8" POP RIVET

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 ANY HANGER WIRES.

ANGLED SPACER

C-14158

GYPSUM WALLBOARD, WOOD STUDS GYPSUM ASSOCIATION WP 3910 BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16" o.c. STAGGERED 8" o.c. ON 2x6 WOOD 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 EACH SIDE 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. EACH LAYER AND SIDE. (LOAD BEARING)

8' - 6" 8" MAX.

3' - 0"

8' - 0" FOR BRACING

FIXED SIDE

4' - 0" MAX.

6' - 0" MAX.

A9.1

MIN. OF 3 TURNS WITHIN 1" (TYP.)

FIRE EXTINGUISHER (WALL MOUNT)

FACE OF WALL, TYP.

8" MAX. (OR 1/4 LENGTH OF END TEE WHICHEVER IS LEAST)

ES ST ARL UM CH

ASSEMBLY DESCRIPTION

#12 GA. WIRE HANGER

8" MAX. (OR 1/4 LENGTH OF END TEE WHICHEVER IS LEAST)

MAIN RUNNER

1 1/2" = 1'-0"

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

CEILING MOUNTED PROJECTION SCREEN

ED ARCHI T NS

12 A9.1

3" = 1'-0"

1 Hour Wall - Interior

8 A9.1

MARKERBOARD ANCHORAGE

T EC UGH

3" = 1'-0"

COMPRESSION STRUT & 12 GA. 4-WAY SPLAY WIRE BRACING SEE 11

RUN FINISH BEHIND MARKERBOARD

FINISH PER ROOM FINISH SCHEDULE

Fire Extinguisher Cabinet

1 1/2" = 1'-0"

CONDITION AT FIRE RESISTIVE WALL

LIC E

FIRE EXT. CABINET

PROJECTOR BRACKET

A9.1

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

GWI N

NOTE: G.C. TO VERIFY FINAL LOCATION AND TYPE OF BRACKET W/ DISTRICT TECHNOLOGY REPRESENTATIVE PRIOR TO PROCUREMENT.

34" MAX. A.F.F.

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

FUTURE CABLING (N.I.C.)

8" MAX.

2'' BY 4'' (51MM BY 102MM) WOOD STUDS 24'' (610MM) ON CENTER WITH 5/8'' (15.9MM) TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD NAILS AT 7'' (178MM) ON CENTER WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE.

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

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

VIDEO/DATA/GRAPHICS PROJECTOR (N.I.C.) SEE R.C.P. FOR LOCATIONS

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

FRAMING, S.S.D.

FINISHED CEILING

PROJECTOR MOUNT UNIT BRACKET

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

ASSEMBLY DESCRIPTION

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

ADJUSTABLE SUSPENSION ADAPTOR SECURED TO BUILDING STRUCTURE

3" MIN., 6" MAX. DIMENSION

POWER AND DATA OUTLETS REQUIRED AT EA. BRACKET LOCATION. S.E.D. FOR ADDITIONAL INFO. BUILDING STRUCTURE

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR DETAILS

A9.1

SANITARY WALL COVERING

BASE

J-MOLDING TACK SURFACE w/ VINYL WALL COVERING

TACK SURFACE w/ VINYL WALL COVERING

PLYWD.

AC PLYWD. BACKING A.B. & SILL, S.S.D.

FLOORING NOTE: ALL TRIM TO BE STAINLESS STEEL.

F.R.P. WALL PANEL

INSIDE CORNER

A.C.P. CEILING

JOINT

FLOOR

1/4"

TACK SURFACE w/ VINYL WALL COVERING

VINYL WRAPPED EDGES

SUSPENDED CEILING

SCRIBED CORNER FILLED w/ COLOR CAULK TO MATCH VINYL

TACK SURFACE w/ VINYL WALL COVERING

MORTAR LEVELING BED, AS REQ'D

INSIDE CORNER MOLD WAINSCOT MOLD

F.R.P. WALL PANEL

6" CONC. CURB

FRAME

BACK SPLASH

SECTION @ HEAD / JAMB WINDOW AND DOOR

PLAN SECTION AT INSIDE CORNER

SLOPE TO

PLAN SECTION AT END

FLR DRAIN

STAFF

ENDING CORNER

FABRIC WRAPPED PANELS MOUNTING

6" = 1'-0"

STUDENTS

CONC. CURB AT INT. WALL

ED ARCHI T NS

3" = 1'-0"

ES ST ARL UM CH

GWI N

3" = 1'-0"

F.R.P. WALL PANEL TRIM

6 1/8" VARIES

T EC UGH

SECTION @ WINDOW SILL

J-MOLDING

LIC E

ENDING CORNER

TACK SURFACE w/ VINYL WALL COVERING

J-MOLDING

RESINOUS FLOORING

F.O. CURB F.O. GYP. BD.

TACK SURFACE w/ VINYL WALL COVERING

F.O. STUD

SCRIBED CORNER FILLED w/ COLOR CAULK TO MATCH VINYL

TACK SURFACE w/ VINYL WALL COVERING

F.O. CURB

J-MOLDING

F.R.P. WALL PANEL

C-14158

3/8"Øx 2" LAG BOLT

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

A NI

OF CA LI F O

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES APPL: 01-109372

TRUSS BEYOND OFFSET ANGLE

1/2" GAP AT NONBEARING WALLS

2x6 BLKG w/ A35 CLIP EACH END

REN:02/28/09

TRUSS JOIST BLOCKING BETWEEN TRUSS JOIST

TRUSS JOIST

FILE:

17-H5

PTN:

64055-09

AC_______ FLS_______ SS_______

SUSPENDED CEILING

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

(N) BM, S.S.D.

FLOOR ANCHOR CLIP

DATE___________________________

2x STUDS GYP. BD. BATT SOUND INSULATION

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

WRAPPED STEEL BEAM

1" = 1'-0"

METAL SHELVING

3" = 1'-0"

CONC. INFILL, SEE

1/2" MAX. 0'0'

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

1/2" GAP AT NONBEARING WALLS

3 AA8.1

CONT. SEALANT OVER EXPANSION MATERIAL MATCH (E) REVEAL

(E) CONC. FLATWORK

6" 4" V.I.F.

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

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

MIDDLETOWN HIGH SCHOOL ADMINISTRATION

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

TRUSS JOIST 2x STUDS

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

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

BATT SOUND INSULATION

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

GYP. BD.

CEILING GRID

VINYL WALL COVERING

1/2" MAX.

FIBERGLASS SOUND BATTS, TYP.

TACKBOARD GYP. BD. FRAMING

INSULATION, TYP. FRAMING

1/2" MAX.

RESILIENT BASE 1/2" PLYWOOD BEHIND RUBBER BASE 4/23/2012 3:14:04 PM

FLOOR FINISH PER PLAN

1 2

FLOOR FINISH PER PLAN

3" = 1'-0"

NOTE: RISE MAY BE 1/4" MAX VERTICAL. PROVIDE BEVELED TRANSITION TO PROTECT EDGE

TRANSITION STRIP FLOOR FINISHES VARY. SEE PLAN AND FINISH SCHEDULE FOR DETAILS AND SPECIFIC REQUIREMENTS. REDUCER STRIP

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

THRESHOLD PER DOOR SCHEDULE

RESILIENT BASE

VINYL TACKBOARD WALL

1/2" MAX.

FINISHED FLOOR LEVEL 1/4" MAXIMUM VERTICAL EDGE # 12 F.H.M.S. INTO EXPANSION SHEILDS AT 24" oc (3 MIN.) @ CONC. (F.H.W.S. @ WOOD)

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

FLOORING TRANSITIONS 3" = 1'-0"

TRUSS JOIST BLOCKING BETWEEN PERPENDICULAR BLOCKING FULL LENGTH OF WALL

SET IN ADHESIVE

15864 WARDLAW STREET MIDDLETOWN, CA 95461 MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

INTERIOR DETAILS

A9.2

4/23/2012 3:14:07 PM

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

NOTE: FOR INFORMATION NOT NOTED SEE SHEET A2.1

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

REN:02/28/05

C-14158

ES ST ARL UM CH

T EC UGH

ED ARCHI T NS

REMOVE AND DELIVER (E) LOCKERS TO DISTRICT, PROTECT

OF CA LI F O

GWI N

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

LIC E

DEMOLITION FLOOR PLAN NOTES

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GCS

LOCKER REVISIONS: DEMOLITION PLAN

AA1.01

4/23/2012 3:14:13 PM

SLOPE 1:20 MAX 5

9" 9" LOCKERS

LOCKERS

.30. .30.

INSTALL NEW LOCKERS, PROVIDE NEW CONC. CURBS, TYP., SEE ATTACHMENT AA1.03 4 3 (N) CONC. WALK, SEE PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEE AA8.1 AA8.1 4 PATCH & REPAIR (E) CONC. SLAB, PROVIDE A SMOOTH FLUSH TRANSITION, TYP., SEE

2 3 4

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

NOTE: FOR INFORMATION NOT NOTED SEE SHEET A2.2

LOCKERS

12" .42.

AA8.1

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

AA8.1

CLR 30x48

C-14158 REN:02/28/05

5 CLR 30x48

NEW FLOOR PLAN NOTES 1

FLUSH TRANSITION

99 LOCKERS

1 FLUSH TRANSITION

81 LOCKERS

LOCKERS

.33.

ES ST ARL UM CH

T EC UGH

ED ARCHI T NS

24" CLR.

LCKRS

OF CA LI F O

24" CLR.

.24.

LIC E

LOCKERS

GWI N

SLOPE 1:20 MAX

8' - 0"

.27.

AA8.1

CLR 30x48

12"

FLUSH TRANSITION

CLR 30x48

NORTH ELEVATION 18 LOCKERS B C

1/4" MAX THRESHOLD PER DETAIL 2/A3.1

2% MAX

FLUSH TRANSITION

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GCS REVISIONS:

NEW LOCKER PLAN

AA1.02

GWI N

ES ST ARL UM CH

T EC UGH

LIC E

ED ARCHI T NS

C-14158

CEMENT PLASTER, PAINT SLOPING TOP CLOSURE

METAL LOCKER

V.I.F.

1x3 SPACER

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

1' - 0 11/32" LOCKER DEPTH

SHIM

3/4"

SEALANT SIM. NEW CURB, SEE

SIM. 4

AA8.1 AA8.1

6" V.I.F.

#14 x 2 1/2" R.H.W.S. WITH FENDER WASHERS @ 24" O.C. INTO SHAPED 2x4 P.T.D.F. WOOD SLEEPER

FLASHING

4/23/2012 3:14:19 PM

NOTE: PROVIDE METAL CLOSURE PANELS AT EXPOSED ENDS

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

A NI

OF CA LI F O

REN:02/28/05

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GCS REVISIONS:

LOCKER DETAIL

AA2.3

4/23/2012 3:14:28 PM

STAGING AREA (E) A/C PAVING (E) CONC.

STAGING PLAN 1" = 30'-0"

LIC E

LANDSCAPING

T EC UGH

LANDSCAPING

OF CA LI F O

REN:02/28/05

TEMPORARY CHAINLINK CONSTRUCTION FENCE (DASHED LINE)

ES ST ARL UM CH

C-14158

LANDSCAPING

ED ARCHI T NS

GWI N

(E) CONC.

TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH SOLID FABRIC COVERING

(E) CONC. WALK

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

STAGING PLAN

AA4.01

4/23/2012 3:14:29 PM

LIC E

GWI N

T EC UGH

1/16" = 1'-0"

ES ST ARL UM CH

OF CA LI F O

REN:02/28/05

NEW FLOOR PLAN WALLS

ED ARCHI T NS

C-14158

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

NEW FLOOR PLAN WALLS

AA4.02

1 4' - 4"

1 R

30x48 CLR.

48x84x12 36x84x12

ED ARCHI T NS

GWI N

CLOSET - 120

C-14158

1/8" = 1'-0"

STORAGE 5' - O" CLR.

36x84x12 36x84x12

shelf sizes changed, typ.

36x84x12 36x84x12

36x84x12

4/23/2012 3:14:30 PM

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

REN:02/28/05

OF CA LI F O

111

ES ST ARL UM CH

T EC UGH

CLR.

LIC E

shelf sizes changed, typ.

5' - 0"

48x84x12

120

18"

CLOSET

48x84x12

MIDDLETOWN HIGH SCHOOL ADMINISTRATION MIDDLETOWN UNIFIED SCHOOL DISTRICT 20932 BIG CANYON ROAD MIDDLETOWN, CA 95461 PROJECT NUMBER:

07029.00 DATE:

March 17, 2009 DRAWN BY:

BMP CHECKED BY:

GS REVISIONS:

METAL SHELVING

AA4.04