Room name

101

A12.081

SIM

101a

0

1

DETAIL REFERENCE

REFERENCE LABEL WHERE OCCURES

DETAIL NUMBER

SHEET NUMBER

EARTH

GRAVEL / ROCK

CONCRETE

CONCRETE BLOCK (CMU)

SAND, GROUT, OR PLASTER

STEEL

PLYWOOD

MATERIALS REFERENCE

WOOD, CONTINUOUS MEMBER

WOOD, BLOCKING

WOOD, FINISH GRADE

SECTION REFERENCE

REFERENCE LABEL WHERE OCCURES

SECTION NUMBER

SHEET NUMBER

10"

10"

DIMENSION REFERENCE

FACE OF OBJECT

CENTER LINE OF OBJECT

CABINET TYPES

TAGS AND MARKERS

- PREFINISHED CABINETS

- PREFINISHED MOBILE CABINETS

- PREFINISHED MOVEABLE CABINETS

- PREFINISHED UTILITY CABINETS

- SCIENCE CABINETS

NOTE: REFER TO SPECIFICATIONS FOR SPECIFICCABINET TYPE REQUIREMENTS.

1

1

PLAN REFERECE GRID

REVISION MARKER

PLAN KEY NOTES

ROOM LABEL

ROOM NAME

ROOM NUMBER

WALL TYPE MARKER

DOOR ID

DOOR DESIGNATION

ROOM NUMBER

REFER TO ARCHITECTURAL FLOR PLAN SHEETS AND CONSULTANT DRAWINGS FOR ADDITIONAL SYMBOLS AND REFERENCE DESIGNATIONS

CENTER LINE

PC

PM

PR

PU

PS

1

A12.08

SIM

XX-1 FINISH TAG

XX-1 FLOOR FINISH TAG

STRUCTURAL GRID LINE

1 2016 BUILDING STANDARDS ADMINISTRATION CODE (PART 1, TITLE 24, CCR)

2 2016 CALIFORNIA BUILDING CODE (PART 2, VOLUMES 1 AND 2, TITLE 24, CCR)

3 2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)

4 2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)

5 2016 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)

6 2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)

7 2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)

8 2016 CALGREEN BUILDING STANDARDS CODE (PART 11, TITLE 24, CCR)

9 2016 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)

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

1. A COPY OF PART 1 AND 2 CCR SHALL BE KEPT ON SITE AT ALL TIMES.2. ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA TO BE SIGNED BY THE ARCHITECT,

THE OWNER, AND APPROVED BY DSA. CONSTRUCTION CHANGE DOCUMENTS ARE NOT VALID UNTIL APPROVED BY DSA PER SECTION 4-338.

3. ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335.4. TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION

4-335.5. DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO PLACEMENT OF

CONCRETE PER SECTION 4-331.6. INSPECTOR SHALL BE APPROVED BY DSA. INSPECTOR SHALL BE IN ACCORDANCE WITH

SECTION 4-333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342.

7. SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITH 4-334.8. CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMIT VERIFIED REPORTS

(FORM 6) IN ACCORDANCE WITH SECTION 4-336 AND 4-343.9. THE ARCHITECT AND THE STRUCTURAL ENGINEERS SHALL PERFORM THEIR DUTIES IN

ACCORDANCE WITH SECTIONS 4-333(a) AND 4-341.10. THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343.11. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS THE (RE)CONSTRUCTION OF A SCHOOL

BUILDING(S) IN ACCORDANCE WITH TITLE 24, C.C.R. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID C.C.R. A CONSTRUCTION CHANGE DOCUMENT DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK.

12. DSA IS NOT SUBJECT TO ARBITRATION.

1. ITEMS OF A CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, OR ELECTRICAL NATURE MAY NOT APPEAR ON THE ARCHITECTURAL DRAWINGS. SEE APPROPRIATE DRAWINGS FOR THESE ITEMS.

2. DIVISION OF THE STATE ARCHITECT (DSA) APPROVAL OF THIS APPLICATION DOES NOT INCLUDE FUTURE OR N.I.C. ITEMS.

3. ALL DEFERRED APPROVAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND THE APPROPRIATE CONSULTING ENGINEER FOR REVIEW & APPROVAL PRIOR TO SUBMITTING TO DSA FOR CHECKING & APPROVAL.

4. THE FIRE SUPPRESSION SYSTEM, I.E. AUTOMATIC SPRINKLERS, HOOD-DUCT SYSTEM, WET STANDPIPES, AND HYDRANTS SHALL NOT BE INSTALLED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED BY THE FIRE & LIFE SAFETY SECTION AT DSA.

5. THE FIRE PROTECTION SIGNALING SYSTEM SHALL NOT BE INSTALLED UNTIL SHOP DRAWINGS, INCLUDING FIRE MARSHAL LISTING NUMBER FOR EACH COMPONENT OF THE SYSTEM, HAS BEEN SUBMITTED AND APPROVED BY THE STATE FIRE MARSHAL AT DSA.

6. FOOD HANDLING FACILITIES SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS & CALIFORNIA UNIFORM RETAIL FOOD FACILITIES LAW.

7. PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AFFECTING THE NEW WORK. THE GENERAL CONTRACTOR SHALL NOT DISPUTE, COMPLAIN, OR ASSERT THAT THERE IS ANY MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE, OR AMOUNT OF WORK TO BE PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE SITE AND/OR FAILURE TO INSPECT THE CONTRACT DOCUMENTS.

8. THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING & VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF THE NEW WORK PRIOR TO COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS & BY THE SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL EXISTING UTILITIES.

9. ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.

10. ALL EXISTING FINISHES OR MATERIALS DAMAGED OR DEMOLISHED DUE TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL STATE OR REPLACED WITH NEW MATERIALS FINISHED TO MATCH EXISTING.

11. CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISRUPTION OF STUDENTS OR TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF POWER, TELEPHONE, OR HVAC SYSTEMS MUST BE COORDINATED AND APPROVED BY THE DISTRICT REPRESENTATIVE PRIOR TO ANY WORK COMMENCING.

12. COMPLIANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION) AND CBC CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) WILL BE ENFORCED.

1. NONE

PARTIAL LIST OF APPLICABLE STANDARDS (AS REFERENCED IN 2016 CBC - CHAPTER 35 & CFC):

ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 2010 EDITION

ASME 17.1 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME A17.1-2016/CSA B44-16) 2016 EDITION

NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION

NFPA 14 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS 2016 EDITION

NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION

NFPA 17-A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION

NFPA 20 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION

NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES 2016 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 EDITION

NFPA 80 STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITION

NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2016 EDITION

NFPA 253 STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF 2015 EDITIONFLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE

NFPA 2001 STANDARD ON CLEAN AGENT FIRE EXTINGUISHER SYSTEMS 2015 EDITION

ICC 300 BLEACHERS, FOLDING AND TELESCOPIC SEATING AND GRANDSTANDS 2012 EDITION

LOCATION MAP

BUILDING KEY

AREA OF WORK

CLASS

GYM

CAFETERIA

ADMIN

SCIENCE

CLASS

CLASS

CLASS CLASS

CULINARY ARTS

N

SHEET #

STATE

REVISIONS

MILESTONES

SHEET

PROJECT

CONSULTANT

STAMP

DATE

JOB #

These drawings, and/or specifications, and/or calculations for the items listed above have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. It has been examined by me for:

1. design intent and appears to meet the appropriate requirements of Title 24,California Code of Regulations and the project specifications prepared by me.

2. coordination with my plans and specifications and is acceptable forincorporation into the construction of this project.

The Statement of General Conformance "shall not be construed as relieving me of my rights, duties, and responsibilities under Sections 17302 and 81138 of the Education Code and Sections 4-336, 4-341 and 4-344" of Title 24, Part 1. (Title 24, Part 1, Section 4-317(b))

ARCHITECT - DATE -

CALIFORNIA LICENSE NUMBER EXPIRATION DATE

*

w w w . a e d i s a r c h i t e c t s . c o m

387 S. 1st Street, Suite 300

S a n J o s e , C A 9 5 1 1 3

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T1

TITLE SHEET

NEW HAVEN UNIFIEDSCHOOL DISTRICT

CONLEYCARABALLO HSCULINARY ARTSMODERNIZATION

11/13/18

2018037JOE VELA

NEW HAVEN UNIFIED SCHOOL DISTRICT

34200 ALVARADO-NILES ROAD, UNION CITY, CA 94587

CONSTRUCTION DOCUMENTS

CONLEY CARABALLO HS CULINARYARTS MODERNIZATION

T1 TITLE SHEET

A1.01 SITE PLAN

A2.01 DEMOLITION FLOOR PLAN

A3.01 NEW PLANS & INTERIOR ELEVATIONS

& AND@ ATA.B. ANCHOR BOLTABV. ABOVEA.C. ASPHALTIC CONCRETEACT ACOUSTIC TILEADJ. ADJUSTABLEA.F.F. ABOVE FINISHED FLOORALUM. ALUMINUMA.P. ACCESS PANELAPPROX. APPROXIMATELYARCH. ARCHITECT

BD. BOARDBLDG. BUILDINGBLKG. BLOCKINGBM BEAMB.M. BENCH MARKBOT. BOTTOMBTWN BETWEENB.W. BOTH WAYS

CAB. CABINETC.B. CATCH BASINC.C or O.C. CENTER TO CENTERCEM. CEMENTCER. TILE CERAMIC TILEC.G. CORNER GUARDC.I. CAST IRONC.J. CONTROL JOINTCLG. CEILINGCLKG. CAULKINGCLR. CLEARCMU CONCRETE MASONRY UNITCNTR. COUNTERC.O. CLEANOUTCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORC.P. CONCRETE PIPECTR. CENTERCTSK. COUNTER SUNKC.W. COLD WATER

D.A. DISABLED ACCESSDBL DOUBLED.F. DRINKING FOUNTAIND.FIR DOUGLAS FIRDTL. DETAILDIA. or Ø DIAMETERDIM. DIMENSIONDISP. DISPOSALDN DOWNDO DITTODR. DOORDS. DOWNSPOUTDWG. DRAWING

(E) EXISTINGE. EASTEA. EACHE.J. EXPANSION JOINTELEC. ELECTRIC or ELECTRICALEL. ELEVATIONELEV. ELEVATORENCL. ENCLOSE and/or ENCLOSUREEQ. EQUALEQUIP. EQUIPMENTE.W. EACH WAYE.W.C. ELECTRIC WATER COOLEREX. EXPANSIONEXP. EXPOSEDEXT. EXTERIOR

F.A. FIRE ALARMF.D. FLOOR DRAINFDN. FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.H. FIRE HYDRANTF.H.C. FIRE HOSE CABINETF.H.S.M.S. FLAT HEAD SHEET METAL SCREWF.H.W.S. FLAT HEAD WOOD SCREWFIN. FINISHFL. or FLR. FLOORF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.S. FINISH SLABFT. FOOT OR FEETFTG. FOOTINGFURR. FURRING

GA. GAUGEGALV. GALVANIZEDG.B. GRAB BARG.I. GALVANIZED IRONGL. GLASSGLU-LAM GLUE-LAMINATEDGND. GROUNDGR. GRADEGYP. GYPSUM

H.B. HOSE BIBBH.C. HOLLOW COREHDWD. HARDWOODHDWR. HARDWAREH.M. HOLLOW METALHORIZ. HORIZONTALHR. HOURHT. HEIGHT

I.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIORINV. INVERT

JAN. JANITORJT JOINT

K.D. KILN DRIED

ABBREVIATIONS BOARD OF TRUSTEESLAB. LABORATORYLAM. LAMINATELAV. LAVATORYLKR. LOCKERLT. LIGHT

MAX. MAXIMUMM.B. MACHINE BOLTMECH. MECHANICALMFR. MANUFACTURERM.H. MANHOLEMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSM.O. MASONRY OPENINGM.S. MACHINE SCREWMTD. MOUNTEDMTL. METALMUL. MULLION

(N) NEWN. NORTHN.I.C. NOT IN CONTRACTNO. or # NUMBERNOM. NOMINALN.T.S. NOT TO SCALE

OBS. OBSCUREO.C. ON CENTEROCC. OCCUPANT(CY)O.D. OVERFLOW DRAIN and/or OUTSIDE DIAMETERO.F.O.S. OUTSIDE FACE OF STUDO.F.C.I. OWNER FURNISHED and CONTRACTOR INSTALLEDO.H. OPPOSITE HANDOPNG. OPENINGOPP. OPPOSITE

P.A.F. POWDER ACTUATED FASTENERPL PLATEP.L. PROPERTY LINEP. LAM PLASTIC LAMINATEPLAS. PLASTERPLYWD. PLYWOODPR. PAIRPTD. PAINTEDPTN. PARTITION

Q.T. QUARRY TILE

R. or RAD. RADIUSR.C.P. REINFORCED CONCRETE PIPER.D. ROOF DRAINR.E. RIM ELEVATIONREF. REFERENCEREINF. REINFORCINGREQ'D REQUIREDR.H.M.S. ROUND HEAD METAL SCREWR.H.W.S. ROUND HEAD WOOD SCREWRM. ROOMR.O. ROUGH OPENINGRWD. REDWOODR.W.L. RAIN WATER LEADER

S SOUTHS.A.D. SEE ARCHITECTURAL DRAWINGSS.C. SOLID CORES.C.D. SEE CIVIL DRAWINGSSCHED. SCHEDULES.E.D. SEE ELECTRICAL DRAWINGSS.F. SQUARE FEETSHEATH. SHEATHINGSHT. SHEETSIM. SIMILARS.L.D. SEE LANDSCAPE DRAWINGSS.M. SHEET METALS.M.D. SEE MECHANICAL DRAWINGSS.M.S. SHEET METAL SCREWS.O.V. SHUT OFF VALVES.P.D. SEE PLUMBING DRAWINGSSPEC. SPECIFICATIONSSQ. or Ø SQUARES.S. STAINLESS STEELS.S.D. SEE STRUCTURAL DRAWINGSSTAG. STAGGEREDSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALS.T.S.M.S. SELF TAPPING SHEET METAL SCREWSUSP. SUSPENDED

T.& G. TONGUE & GROOVETEL. TELEPHONETERR. TERRAZZOTHRES. THRESHOLDT.J. TOOLED JOINTT.O.B. TOP OF BEAMT.O.C. TOP OF CURB or CONCRETET.O.S. TOP OF STEEL or SLABT.O.W. TOP OF WALLTYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICALV.C.P. VITRIFIED CLAY PIPEV.C.T. VINYL COMPOSITION TILEV.G. VERTICAL GRAINV.I.F. VERIFY IN FIELDV.T.R. VENT THROUGH ROOFV.W.C. VINYL WALL COVERING

W WESTW/ WITHW.C. WATER CLOSETWD. WOODW.H. WATER HEATERW/O WITHOUTW.O. WHERE OCCURSWP. WATERPROOF / WEATHERPROOFW. PT. WORKING POINTW.R. WATER RESISTANTWT. WEIGHT

APPLICABLE CODES

REFERENCE STANDARDS

ADMINISTRATIVE REQUIREMENTS

SYMBOL LEGEND

GENERAL NOTES

DEFERRED APPROVAL ITEMS

SCOPE OF WORK

DRAWING INDEX

ARCHITECTURAL

LINDA CANLAS (PRESIDENT)SARABJIT CHEEMA (CLERK)LANCE NISHIHIRA (MEMBER)SHARAN KAUR (MEMBER)JEFF WANG (MEMBER)

DISTRICT SUPERINTENDANTDR. ARLANDO SMITH

• CONVERSION OF (2) EXISTING RESTROOMS TO A SCULLERY• REPLACEMENT OF (E) WATER HEATER• INSTALLATION OF CABINETRY SUPPORT• REMOVAL OF EXISTING PLAY STRUCTURE

No. Description Date

PROPERTY LINE

EXISTING TOILET ROOMS. REFER TO NOTES FOR ADDITIONAL INFORMATION.

(E) FENCING

EXISTING CONSTRUCTION TO REMAIN

FIRE DEPARTMENT ACCESSFIRE DEPARTMENT ACCESS IS 20'-0" WIDE AND RATED FOR 96,000 LBS.

DA D.A. PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAXIMUM 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. D.A. PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM HEIGHT AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL ABOVE 27" AND BELOW 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.

D.A. PATH OF TRAVEL

LOCATION OF NEW FIRE HYDRANT, SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION

(N) F.H.

EXISTING FIRE HYDRANT

(E) F.H.

AREA OF WORK

ASSUMED PROPERTY LINE

GRAPHIC KEY

(E) CLASSROOMS

TREVOR AVENUE

(E) PARKING LOT

BLAN

CHE S

TREET

(E) CLASSROOMS (E) CLASSROOMS

(E) CLASSROOMS

(E) CLASSROOMS

(E) GYM

(E) CAFETERIA

(E) ADMIN

(E) PLAYFIELD

(E) SCIENCE

CLASSROOMS

AM

ELIA

AVENUE

DA

DA

DA

DA

DA

DADA

A3.011

A2.011

SHEET #

STATE

REVISIONS

MILESTONES

SHEET

PROJECT

CONSULTANT

STAMP

DATE

JOB #

w w w . a e d i s a r c h i t e c t s . c o m

387 S. 1st Street, Suite 300

S a n J o s e , C A 9 5 1 1 3

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A1.01

SITE PLAN

NEW HAVEN UNIFIEDSCHOOL DISTRICT

CONLEYCARABALLO HSCULINARY ARTSMODERNIZATION

11/13/18

2018037

NEW SITE PLAN KEYNOTES

N

GENERAL SHEET NOTES

A CONTRACTOR TO VERIFY THAT ALL BARRIERS TO THE SPACE IN THE PATH OF TRAVEL HAVE BEENREMOVED OR WILL BE REMOVED UNDER THIS PROJECT AND PATH OF TRAVEL COMPLIES WITHCBC 11B-206.

B CONTRACTOR SHALL MAINTAIN FIRE LANE ACCESS THROUGHOUT PROJECT.

C DO NOT INTERRUPT EXISTING UTILITY SERVICES SERVING OCCUPIED OR USED FACILITIES,EXCEPT WHEN AUTHORIZED IN WRITING BY AND COORDINATED WITH THE OWNER.

D PROTECT EXISTING & NEW STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, TREES ANDSHRUBS FROM DAMAGE DURING CONSTRUCTION.

E THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENTAPPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVELREQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THEDESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS ORPORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEENIDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HASBEEN INCLUDED WITHIN THE SCOPE OF THE PROJECTS WORK THROUGH DETAILS, DRAWINGSAND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANYNONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BECORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLDS OR LIMITATIONS OR AFINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTIONDOCUMENTS. DURING CONSTRUCTION IF POT ITEMS WITHIN THE SCOPE OF THE PROJECTREPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLECONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE.

SCALE: 1" = 20'-0"2 CONLEY CARABALLO SITE PLAN

No. Description Date

DW

REF.

DW

EXISTING WALL TO REMAIN.

EXISTING WALL TO BE DEMOLISHED.

WALL TYPES:

GRAPHIC KEY

(E) HOME ECONOMICS

1

(E) UTILITY

2

(E) ROOM

3

(E) RESTROOM

5

(E) RESTROOM

4

16' - 10" V.I.F.

32

' - 6

" V

.I.F

.

1

2

3

45

TYP.

6

7

8

9

9 10

BUILDING KEY

CLASS.

GYM

CAFETERIA

ADMIN

SCIENCE

CLASS.

CLASS.

CLASS. CLASS.

CULINARY ARTS

N

SHEET #

STATE

REVISIONS

MILESTONES

SHEET

PROJECT

CONSULTANT

STAMP

DATE

JOB #

w w w . a e d i s a r c h i t e c t s . c o m

387 S. 1st Street, Suite 300

S a n J o s e , C A 9 5 1 1 3

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f a x : ( 4 0 8 ) - 3 0 0 - 5 1 2 1

aedisarchitects

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A2.01

DEMOLITIONFLOOR PLAN

NEW HAVEN UNIFIEDSCHOOL DISTRICT

CONLEYCARABALLO HSCULINARY ARTSMODERNIZATION

11/13/18

2018037

DEMOLITION FLOOR PLAN KEYNOTES

N

GENERAL SHEET NOTES

A ROOM NAMES OR NUMBERS MAY NOT BE CONSISTENT BETWEEN DEMOLITION AND NEW FLOORPLANS.

B VERIFY LIMITS OF DEMOLITION WITH SCOPE OF NEW WORK PRIOR TO COMMENCING WORK.

C ALL ITEMS SHOWN DASHED ARE TO BE DEMOLISHED UNLESS OTHERWISE NOTED ON PLANS.

D REMOVE ALL MISCELLANEOUS TRIM, CASEWORK, EQUIPMENT, CONDUIT, BASES, AND OTHERSURFACE MOUNTED ITEMS WHETHER SHOWN OR NOT ON PARTITIONS TO BE DEMOLISHED.REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE ASREQUIRED.

E ALL FLOORING MATERIALS ARE TO BE REMOVED TO TOP OF EXISTING SLAB BY MECHANICALMEANS U.O.N. TOP OF EXISTING SLAB TO BE LEFT SMOOTH, CLEAN, AND FREE OF ALL ADHESIVEAND READY FOR INSTALLATION OF NEW FLOORING.

1 REMOVE (E) DOOR AND FRAME AT (E) RESTROOM.

2 REMOVE (E) HOT WATER HEATER.

3 ADD. ALTERNATE #1: REMOVE (E) PLAY STRUCTURE AND PLAY SURFACE. SEE NEWFLOOR PLAN.

4 (E) ASPHALT AND RAISED BED PLANTERS TO REMAIN.

5 (E) CONCRETE WALKWAYS TO REMAIN.

6 REMOVE AND REPLACE (E) DOOR HEADERS AND ASSOCIATED FRAMING AS REQUIRED,SEE NEW FLOOR PLAN FOR MORE INFORMATION.

7 REMOVE (E) DRAWERS AND GLIDES FOR INSTALLATION OF COUNTERTOP SUPPORT,SEE NEW FLOOR PLAN FOR MORE INFORMATION.

8 ROUGHEN TILE FINISH FOR ADHESION OF FINISH PANELS, TYPICAL. SEE FLOOR PLAN.

9 REMOVE (E) PLUMBING CAP. REMOVE (E) WALL FINISH AS REQUIRED TO RE-CAPBETWEEN WALL FRAMING.

10 SALVAGE AND REINSTALL PLUMBING ACCESS PANEL.

SCALE: 1/4" = 1'-0"1 CULINARY ARTS - DEMO FLOOR PLAN

No. Description Date

DW

REF.D

W

EXISTING WALL TO REMAIN.

WALL TYPES:

GRAPHIC KEY

EXISTING WALL ABOVE TO REMAIN.

(E) HOME ECONOMICS

1

(E) UTILITY

2

SCULLERY

4

(E) ROOM

3

16' - 10" V.I.F.

32

' - 6

" V

.I.F

.

A3.01

3

1

2

3

4

5

6

7

8

12

6' -

2"

7' -

9 1

/8"

V.I

.F.

11' - 3 1/4" V.I.F.

15

15

BUILDING KEY

CLASS.

GYM

CAFETERIA

ADMIN

SCIENCE

CLASS.

CLASS.

CLASS. CLASS.

CULINARY ARTS

N

8' - 0"

(E)

(E) HOME ECONOMICS

1

SCULLERY

4

10

11

10

(E)

(E)

(E) UTILITY

2

(E) ROOM

3

OPEN

B-1

1

TYP.TYP. 13

4' -

0"

8

14

9

(E)

8' -

0"

V.I

.F.

2

SCULLERY WALLS

@ ALLTYP.16 3

NOTES :1. CONTRACTOR SHALL VERIFY EXACT HEIGHT DIMENSION PRIOR TO INSTALLATION, TYP.2. GRIND SMOOTH ANY SHARP OR ABRASIVE ELEMENTS UNDER COUNTER.

SUPPORT SECTION

(E) COUNTERTOP & BACKSPLASH.

(E) WALL & FINISH

(E) FLOOR FINISH

(1) 0.145" x 1-1/4" POWDER DRIVEN PIN ANCHOR EACH ANGLE.

(3) 1-1/4" x 1-1/4" x 1-1/4" 16 GA. ANGLES EACH BRACE - TWO (2) ANGLES ON ONE

SIDE AND ONE (1) ANGLE ON THE OPPOSITE SIDE, PAINT TYP.

(1) #8 x 3/4" F.H.W.S. THROUGH PRE-DRILLED HOLE AT EACH ANGLE.

3/4" PRE-FINISHED P-LAM PLYWOOD TO MATCH (E) CABINETRY.

(E) COUNTER SUPPORT

2" x 2" x 2" 16 GA. ANGLES WITH (1) #8 x 3/4" F.H.W.S. EACH LEG OF

ANGLE - TWO (2) ANGLES ON ONE SIDE AND ONE (1) ANGLE ON THE

OPPOSITE SIDE, PAINT TYP.

(E) 2' - 6" V.I.F.

EQ. EQ. EQ. EQ. 5"

14"

6"

EX

IST

ING

(E) TILE TO REMAIN

WOOD SHIM, PAINTED

CASED OPENING ABOVE

STAINLESS STEEL CORNER GUARD FROM +0'-0" TO +4'-0" A.F.F., TYP.

4"

(E) WALL

STAINLESS STEEL WALL FINISH

CONT. 1X WOOD TRIM. PAINTED, TYP.

(E) WALL

BRADFORD WHITE #RE330S6 30 GAL. ELECTRIC HOT

WATER HEATER.

2" WIDE x 16 GA. GALVANIZED SHEET METAL SEISMIC STRAPS.

ATTACH TO SHEET METAL BRACKET WITH 3/8" DIA.

MACHINE BOLT, TYPICAL OF (2). MOUNT (1) WITHIN THE UPPER

1/3 OF UNIT AND (1) WITHIN THE LOWER 1/3 OF UNIT.

SECURE BRACKET TO WALL WITH 2" DIA. x 2 1/2" LONG LAG BOLTS

(E) FLOOR SYSTEM

20" DIA.

PAN WITH DRAIN

4X BLOCKING SECURED TO (E) STUDS @ EACH END WITH "SIMPSON" A35 FRAMING ANCHORS TOP & BOTTOM.

REMOVE (E) GYP. BOARD WALL FINISH FOR CONNECTION & RELOCATION OF (E) UTILITIES. PATCH WALL TO MATCH (E) SURFACES, PAINT WALL TO MATCH.

2"x2"x1/4" ANGLE, LENGTH AS REQUIRED TO FASTEN TO (3) STUDS MINIMUM.

10 GA. SHEET METAL FORMED BRACKET, ATTACH BRACKET

TO ANGLE WITH 3/8" DIA. MACHINE BOLTS, MINIMUM (4)

EQUALLY SPACED.

SHEET #

STATE

REVISIONS

MILESTONES

SHEET

PROJECT

CONSULTANT

STAMP

DATE

JOB #

w w w . a e d i s a r c h i t e c t s . c o m

387 S. 1st Street, Suite 300

S a n J o s e , C A 9 5 1 1 3

t e l : ( 4 0 8 ) - 3 0 0 - 5 1 6 0

f a x : ( 4 0 8 ) - 3 0 0 - 5 1 2 1

aedisarchitects

11/2

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A3.01

NEW PLANS &INTERIORELEVATIONS

NEW HAVEN UNIFIEDSCHOOL DISTRICT

CONLEYCARABALLO HSCULINARY ARTSMODERNIZATION

11/13/18

2018037

NEW FLOOR PLAN KEYNOTES

GENERAL SHEET NOTES

A ROOM NAMES OR NUMBERS MAY NOT BE CONSISTENT BETWEEN DEMOLITION AND NEW FLOORPLANS.

B DIMENSIONS FOR EXISTING BUILDINGS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFYPRIOR TO START OF CONSTRUCTION.

C CONTRACTOR TO PROVIDE ALL APPROPRIATE MOUNTINGS AND HARDWARE ASSOCIATED WITHINSTALLATIONS AS INDICATED.

D ON EXISTING WALLS TO RECEIVE STAINLESS STEEL PANELING, SALVAGE AND REINSTALL ALLACCESS PANELS, SWITCHES, FIRE ALARMS, U.O.N.

1 CASED OPENING HEADER, SEE DETAIL 5/A3.01.

2 (3) COMPARTMENT SINK, ADVANCE TABCO #94-23-60, O.F.C.I.

3 JACKSON TEMPSTAR VER VENTLESS DISHWASHER WITH INTEGRAL DRAINBOARDS ON BOTH SIDES,O.F.C.I.

4 METRO #PR48X3 METROMAX I STATIONARY DRYING RACK, O.F.C.I.

5 HOT WATER HEATER FOR DISHWASHER, O.F.C.I. SEE DETAIL 6/A3.01. CONNECT TO ALL (E) UTILITIES.

6 PATCH (E) TERRACOLOR DEX-O-TEX EPOXY FLOORING WHERE WALL WAS REMOVED. PROVIDE COVEDBASE AND FLOORING TRANSITION TO MATCH ADJACENT. FINISH AND COLOR TO MATCH ADJACENTSUBMIT PRODUCT DATA FOR APPROVAL.

7 ADD. ALTERNATE #1: GRIND DOWN ALL CUT POSTS FROM REMOVED PLAY STRUCTURE PRIOR TOASPHALT INSTALLATION. PATCH WITH ASPHALT AREA WHERE PLAY SURFACE WAS REMOVED, FOR ASMOOTH AND LEVEL SURFACE. PATCH HOLES IN ASPHALT WHERE PLAY STRUCTURE WAS REMOVED.

8 ALL (E) FIRE ALARM/SMOKE DETECTORS IN SCULLERY TO BE REPLACED WITH HEAT DETECTORS.

9 20 GA. STAINLESS STEEL WALL PANEL TO BE INSTALLED OVER (E) TILE WITH STAINLESS STEELMANUFACTURER'S STANDARD "J", "H", AND CORNER TRIM AT ALL PANEL EDGES, FULL HEIGHT ANDFULL WALL EXTENTS. ATTACH WITH POLYURETHANE LIQUID NAILS, TROWEL ON.

10 REPLACE (E) FANS WITH PANASONIC FV-30VQ3, OR APPROVED EQUAL QUIET FAN. FANS TO BECOMBINED ONTO (1) SWITCH. REPLACE SWITCH AND FACEPLATE AS REQUIRED.

11 PATCH (E) GYP. BOARD CEILING WHERE WALL WAS REMOVED. PREP AND PAINT (E) GYP. BOARDCEILING THROUGHOUT. KELLY MOORE OR SHERWIN WILLIAMS, GLOSS FINISH. COORDINATE COLORSELECTION WITH DISTRICT FROM MANUFACTURER'S FULL RANGE.

12 COUNTER SUPPORT, SEE DETAIL 4/A3.01.

13 STAINLESS STEEL CORNER GUARD FROM +0'-0" TO +4'-0" A.F.F., TYPICAL AT ALL SIDES. GRIND EDGESSMOOTH PRIOR TO INSTALLATION.

14 SALVAGE AND REINSTALL (E) LIGHT SWITCH.

15 CONNECT TO (E) UTILITIES. DEMO WALL FINISH AS REQUIRED FOR INSTALLATION. PATCH WALL WITHWATER RESISTANT PANELING TO BE FLUSH TO ADJACENT TILE PRIOR TO STAINLESS STEEL PANELINSTALLATION.

16 ROUGHEN TILE FINISH FOR ADHESION OF FINISH PANELS, TYPICAL.

SCALE: 1/4" = 1'-0"1 CULINARY ARTS - FLOOR PLAN

N

SCALE: 1/4" = 1'-0"2 CULINARY ARTS - RCP

NORTH EAST SOUTH WEST

SCALE: 1/4" = 1'-0"3 SCULLERY INTERIOR ELEVATIONS

SCALE: 1 1/2" = 1'-0"4 COUNTER SUPPORT DETAIL

SCALE: 3" = 1'-0"5 CASED OPENING JAMB DETAIL (HEAD SIM.)

SCALE: 1" = 1'-0"6 HOT WATER HEATER ANCHORAGE DETAIL

No. Description Date