Diamond Bar High School Building 500 - Construction Document Set

Page 1

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

WALNUT VALLEY UNIFIED SCHOOL DISTRICT

DIAMOND BAR HIGH SCHOOL BUILDING 500 - MODERNIZATION

LI C CHR I STO

A

TE

IA

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

9 . 02 - 24- 1 R OF CA L I F O

N

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

PROJECT TEAM: OWNER

WALNUT VALLEY USD 880 S LEMON AVE / WALNUT, CA 91789 PHONE (909) 595-1261

21400 PATHFINDER ROAD, DIAMOND BAR, CA 91765

ARCHITECT

HMC ARCHITECTS 633 W FIFTH ST, THIRD FLOOR / LOS ANGELES, CA 90071 T (213) 542-8300 / WWW.HMCARCHITECTS.COM

STRUCTURAL

IMEG CORPORATION 901 VIA PIEMONTE, SUITE 400 / ONTARIO, CA 91764 PHONE (909) 477-6915

MECHANICAL / PLUMBING / ELECTRICAL

IMEG CORPORATION 901 VIA PIEMONTE, SUITE 400 / ONTARIO, CA 91764 PHONE (909) 477-6915

FIRE SPRINKLER

IMEG CORPORATION 901 VIA PIEMONTE, SUITE 400 / ONTARIO, CA 91764 PHONE (909) 477-6915

ACOUSTICAL

EILAR ASSOCIATES, INC. 210 S JUNIPER ST, SUITE 100 / ESCONDIDO, CALIFORNIA 92025 PHONE (760) 738-5570

TECHNOLOGY

IMEG CORPORATION 901 VIA PIEMONTE, SUITE 400 / ONTARIO, CALIFORNIA 91764 PHONE (909) 477-6915

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION Sheet Title:

COVER SHEET

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

Please Recycle

G0.0

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

02/24/19

2016 ED. 2013 ED.

2016 ED. 2016 ED. 2015 ED. 2015 ED. 2015 ED. 2012 ED.

2005 ED.

2003 ED. 1999 ED. 2002 ED.

OR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2016 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80.

IA

LI C CHR I STO

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IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

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DOOR NUMBER

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Agency Approval:

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No.

PROJECT SITE

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NUMBER SYSTEM

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NAME OF ELEVATION (IF APPLICABLE) ELEVATION ABOVE FINISHED FLOOR

H Y

837

FIRST FLOOR +0' - 0"

FH

838

CONTROL OR DATUM POINT

Date

VD BL

PA TH FIN DER RD .

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INDICATES A SIMILAR CONDITION LOCATION ON SHEET LONG SHEET NAME WHERE SECTION IS DRAWN

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LONG DETAIL CALLOUT

Issued

OVERALL SITE PLAN

Block Building

CABINET DEPTH

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DETAIL CALLOUT

SIM

82 8 82 9 83 0 831

CABINET WIDTH

57

x

MANUFACTURER REFERNCE AND MODEL NUMBER

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A101

AREA (SQ FT) OCCUPANT LOAD (AREA DIVIDED BY LOAD FACTOR) OCCUPANT LOAD FACTOR (REFER TO TABLE 1004.1.1) NUMBER OF EXITS REQUIRED (REFER TO TABLE 1015.1)

p

4

ROOM NAME 101

No.

57

Ra m

ELEVATION CALLOUT (TYPICAL FOR EXTERIOR AND INTERIOR)

ROOM EXITING INFORMATION

ISSUE:

60

YO N

1

REM RH RHS RO ROW SCH SCHED SD SECT SG SHT SHTG SMS SND SOV SPEC SS STC STL STSMS SUSP SV SYM T T&B TO TOC TOP TOS TOW TPD TS U/C UNO UR VAC VB VCT VTR VWC W/ W/O WB WC WD WDW WGT WH WP WR WRGB WS WSCT WWF

9 . 02 - 24- 1 R OF CA L I F O

GR AN DA VE.

AN

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

?

RESILIENT BASE ROOF DRAIN ECEPTACLE REFERENCE REFLECT(ED), (IVE) REFLECT(ED), (IVE) REFRIGERATOR REINFORCE/REINFORCED/ REINFORCEMENT REMOVE ROUND HEAD ROUND HEAD SCREW ROUGH OPENING RIGHT OF WAY SCHEDULE (FOR PIPE) SCHEDULE / SCHEDULING STORM DRAIN / SOAP DISPENSER SECTION SAFETY GLASS SHEET SHEATHING SHEET METAL SCREW SANITARY NAPKIN DISPOSAL SHUT OFF VALVE SPECIFICATIONS STAINLESS STEEL SOUND TRAMISSION CLASS STEEL SELF TAPPING SHEET METAL SCREW SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOP AND BOTTOM TOP OF TOP OF CURB / CONCRETE TOP OF PARAPET TOP OF STEEL TOP OF WALL TOILET PAPER DISPENSER TACKABLE SURFACE UNDER CABINET (OR COUNTER UNLESS NOTED OTHERWISE URINAL VACUUM VAPOR BARRIER VINYL COMPOSITION TILE VENT THROUGH ROOF VINYL WALL COVERING WITH WITHOUT WOOD BASE WATER CLOSET WOOD WINDOW WEIGHT WATER HEATER WATERPROOFING/WALL PROTECTION WATER RESISTANT WATER RESISTANT GYPSUM BOARD WOOD SCREW WAINSCOT WELDED WIRE FABRIC

C

INDICATES A SIMILAR CONDITION SHEET WHERE ELEVATION IS DRAWN LOCATION ON SHEET

1 / A101

RB RD RECEPT REF REFL REFL REFR REINF

0

KEYNOTE

GLASS TYPE GLUE LAMINATED BEAM GYPSUM BOARD GYPSUM PLASTIC HOSE BIBB HEAVY DUTY HEADER HARDWARE HEIGHT HOLLOW METAL HIGH POINT HOLLOW STEEL SECTION INSIDE DIAMTER INTERIOR INVERT LANDSCAPE LAVATORY LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LIGHT WEIGHT LOUVER MACHINE MACHINE BOLT MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANHOLE MASONRY OPENING MOUNTED METAL NOT IN CONTRACT NON RATED NOISE REDUCTION COEFFICIENT NOT TO SCALE OVER OVERALL ON CENTER OUTSIDE DIAMTER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OWNER FURNISHED, VENDOR INSTALLED OPERABLE OPENING OVERFLOW ROOF DRAIN PROPERTY LINE PUBLIC ADDRESS POWDER ACTUATED FASTENER

x

ELEVATION CALLOUT (TYPICAL FOR EXTERIOR AND INTERIOR)

SIM

GL GLB GYP BD GYP PLAS HB HD HDR HDWR HGT HM HP HSS ID INT INV LANDS LAV LLH LLV LP LT WT LVR MACH MB MDF MDO MECH MED MEMB MFR MH MO MTD MTL NIC NR NRC NTS O/ O/A OC OD OFCI

EA

LOCATION ON SHEET ELEVATION ABOVE FINISHED FLOOR

EXISTING ANCHOR BOLT ASPHALTIC CONCRETE PAVING ACCESS/ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE ADJACENT/ADJUSTABLE AGGREGATE AIR HANDLING UNIT ARCHITECTURAL ATTENUATION AUTOMATIC BOARD BLOCKING BUILT UP ROOFING CABINET CUBIC FEET CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CONTRACTOR FURNISHED, OWNER INSTALLED CORNER GUARD CONTROL JOINT CENTER LINE CHAIN LINK FENCE CLEAR CONCRETE MASONRY UNIT CLEANOUT COLUMN COMPRESSION / COMPOSITE CUBIC FEET COORDINATE CORRUGATED CERAMIC TILE COUNTER SKUNK CURTAINWALL DEPRESSED / DEPRESSION DRINKING FOUNTAIN DIMENSION DISPENSER DOWNSPOUT DETAIL DISHWASHER EACH WAY EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION / ELEVATOR ENCLOSE / ENCLOSURE EDGE OF SLAB ELECTRICAL PANEL EQUAL EXCUTCHEON ELECTRIC WATER COOLER EXPOSED FIRE ALARM FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIRE EXTINGUISHER FIRE EXTINGUISHER W/ CABINET FINISH FLOOR FINISH GRADE FIRE HYDRANT FIRE HOSE CABINET FLAT HEAD SCREW FINISH FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPROOFING FIRE RATED FIRE RATED GLASS FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FINISH SURFACE FOOTING GRAB BAR GLASS FIBER REINFORCED CONCRETE

BR

OVERLAY ARROW INDICATES TRUE NORTH SHADED AREA INDICATES PLAN NORTH

(E) AB AC PAVING ACC ACP ACT ADJ AGG AHU ARCH ATT AUTO BD BLCG BUR CABT CF CFCI

6 82 7 82 828 9 83

N

CONTROL OR DATUM POINT

X X

EN

VINCINITY MAP

82 821 2 82 3 82 4 82 5 82

NORTH ARROW

STATE MAP

x

ABBREVIATIONS

TE

NO. C-19759

11 MODULAR ELEVATOR MANUFACTURING, INC. S1 COVER SHEET S1A TESTING AND INSPECTION CRITERIA S2 GENERAL NOTES AND ABBREVIATIONS S3 FOUNDATION PIT PLAN S3.1 FOUNDATION DETAILS - 54'-3" TOWER S3.1A FOUNDATION DETAILS - 44'-0" TOWER S4 HOISTWAY ROOF PLAN S4.1 HOISTWAY AND ROOF DETAILS S5 HOISTWAY PLAN AND SECTIONS - 54'-3" TOWER S5.1 HOISTWAY DETAILS S5.2 MISCELLANEOUS DETAILS S5.3 HOISTWAY WALL PANELS S5A HOISTWAY PLAN AND SECTIONS - 44'-0" TOWER S6 MACHINE BEAM FRAMING PLAN AND DETAILS (PARTIAL MACHINE ROOM) S6A MACHINE BEAM FRAMING PLAN AND DETAILS S7 RAIL AND POWER UNIT DETAILS VT1 ELEVATOR DATA VT2 ELEVATOR LAYOUT (PARTIAL MACHINE ROOM) VT2A ELEVATOR LAYOUT VT3 ELEVATOR CAB VT4 ACCESS COMPLIANCE

x

SYMBOLS

08 PLUMBING P0.1 GENERAL NOTES, LEGEND AND DRAWING LIST P0.2 FIXTURE SCHEDULES P0.3 EQUIPMENT SCHEDULES P0.4 CALCULATIONS P1.00 PLUMBING SITE PLAN P2.10 LOWER LEVEL OVERALL DEMOLITION PLAN P2.10A LOWER LEVEL UNDERFLOOR PLAN - SECTOR A P2.10B LOWER LEVEL UNDERFLOOR PLAN - SECTOR B P2.10C LOWER LEVEL UNDERFLOOR PLAN - SECTOR C P2.11A LOWER LEVEL REMODEL PLAN - SECTOR A P2.11B LOWER LEVEL REMODEL PLAN - SECTOR B P2.11C LOWER LEVEL REMODEL PLAN - SECTOR C P2.20 MAIN LEVEL OVERALL DEMOLITION PLAN P2.20A MAIN LEVEL UNDERFLOOR PLAN - SECTOR A P2.20B MAIN LEVEL UNDERFLOOR PLAN - SECTOR B

x

NO DEFERRED SUBMITALL

C-19759

x

PROJECT DATA

2016 ED. 2013 ED. 2013 ED. 2013 ED. 2016 ED. 2013 ED.

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

8 28

AUTOMATIC FIRE SPRINKLER SYSTEMS STANDPIPE AND HOSE SYSTEMS DRY CHEMICAL EXTINGUISHING SYSTEMS WET CHEMICAL EXTINGUISHING SYSTEMS STATIONARY PUMPS FOR FIRE PROTECTION WATER TANKS FOR PRIVATE FIRE PROTECTION NFPA 24 PRIVATE FIRE MAINS & THEIR APPURTENANCES NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND TELESCOPING SEATING AND GRAND STANDS UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF RESTAURANT COOKING AREAS UL 464 AUDIBLE SIGNAL APPLIANCES UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED

8 26

NFPA 13 NFPA 14 NFPA 17 NFPA 17A NFPA 20 NFPA 22

07 MECHANICAL M0.1 GENERAL NOTES, LEGEND AND DRAWING LIST M0.2 SCHEDULES M0.3 TITLE 24 FORMS M0.4 TITLE 24 FORMS M2.10 LOWER LEVEL OVERALL DEMOLITION PLAN M2.11A LOWER LEVEL REMODEL PLAN - SECTOR A M2.11B LOWER LEVEL REMODEL PLAN - SECTOR B M2.11C LOWER LEVEL REMODEL PLAN - SECTOR C M2.20 MAIN LEVEL OVERALL DEMOLITION PLAN M2.21A MAIN LEVEL REMODEL PLAN - SECTOR A M2.21B MAIN LEVEL REMODEL PLAN - SECTOR B M2.21C MAIN LEVEL REMODEL PLAN - SECTOR C M2.21D MAIN LEVEL REMODEL PLAN - SECTOR D M3.10 DEMO ROOF PLAN M3.11 ROOF PLAN M4.1 DETAILS M4.2 DETAILS M4.3 DETAILS

8 24

ADDITIONAL NFPA APPLICABLE CODES SHALL BE LISTED IN THE PROJECT SPECIFICATION SECTIONS OF THE PROJECT MANUAL.

8 22

REFER TO A1.4 FOR CODE ANALYSIS PLAN

x

PARTIAL LIST OF APPLICABLE STANDARDS

8 20

SQUARE FOOTAGE: 38,790

08/13/18

10 TECHNOLOGY T0.1 GENERAL NOTES AND DRAWING LIST T1.1 SITE PLAN T2.10 LOWER LEVEL OVERALL DEMOLITION TECHNOLOGY PLAN T2.11 REMODEL OVERALL PLANS T2.11A LOWER LEVEL REMODEL TECHNOLOGY PLAN SECTOR A T2.11B LOWER LEVEL REMODEL TECHNOLOGY PLAN SECTOR B T2.11C LOWER LEVEL REMODEL TECHNOLOGY PLAN SECTOR C T2.20 MAIN LEVEL DEMOLITION TECHNOLOGY PLAN T2.21A MAIN LEVEL REMODEL TECHNOLOGY PLAN - SECTOR A T2.21B MAIN LEVEL REMODEL TECHNOLOGY PLAN - SECTOR B T2.21C MAIN LEVEL REMODEL TECHNOLOGY PLAN - SECTOR C T2.21D MAIN LEVEL REMODEL TECHNOLOGY PLAN - SECTOR D T3.1 ENLARGED PLANS - TECHNOLOGY T4.1 TECHNOLOGY DETAILS AND DIAGRAMS T4.2 TECHNOLOGY DETAILS AND DIAGRAMS T5.1 TECHNOLOGY SCHEDULES

09 ELECTRICAL E0.1 GENERAL NOTES AND DRAWING LIST E0.2 LEGEND E0.3 SINGLE LINE DIAGRAM - DEMOLITION E0.4 SINGLE LINE DIAGRAM - REMODEL E0.5 LIGHTING FIXTURE SCHEDULES & SEQUENCE OF OPERATIONS E0.6 FEEDER SCHEDULES E0.7 PANEL SCHEDULES E0.8 PANEL SCHEDULES E0.9 TITLE 24 CALCULATIONS E1.1 SITE PLAN E2.10 LOWER LEVEL OVERALL DEMOLITION LIGHTING PLAN E2.11 REMODEL OVERALL PLANS E2.11A LOWER LEVEL REMODEL LIGHTING PLAN - SECTOR A E2.11AP LOWER LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR A E2.11B LOWER LEVEL REMODEL LIGHTING PLAN - SECTOR B E2.11BP LOWER LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR B E2.11C LOWER LEVEL REMODEL LIGHTING PLAN - SECTOR C E2.11CP LOWER LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR C E2.20 MAIN LEVEL OVERALL DEMOLITION LIGHTING PLAN E2.21A MAIN LEVEL REMODEL LIGHTING PLAN - SECTOR A E2.21AP MAIN LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR A E2.21B MAIN LEVEL REMODEL LIGHTING PLAN - SECTOR B E2.21BP MAIN LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR B E2.21C MAIN LEVEL REMODEL LIGHTING PLAN - SECTOR C E2.21CP MAIN LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR C E2.21D MAIN LEVEL REMODEL LIGHTING PLAN - SECTOR D E2.21DP MAIN LEVEL PHOTOMETRIC LIGHTING PLAN - SECTOR D E3.10 LOWER LEVEL OVERALL DEMOLITION POWER PLAN E3.11A LOWER LEVEL REMODEL POWER PLAN - SECTOR A E3.11B LOWER LEVEL REMODEL POWER PLAN - SECTOR B E3.11C LOWER LEVEL REMODEL POWER PLAN - SECTOR C E3.20 MAIN LEVEL OVERALL DEMOLITION POWER PLAN E3.21A MAIN LEVEL REMODEL POWER PLAN - SECTOR A E3.21B MAIN LEVEL REMODEL POWER PLAN - SECTOR B E3.21C MAIN LEVEL REMODEL POWER PLAN - SECTOR C E3.21D MAIN LEVEL REMODEL POWER PLAN - SECTOR D E4.10 DEMO ROOF PLAN E4.11 ROOF PLAN E5.1 DETAILS E5.2 DETAILS E6.1 ENLARGED PLANS

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NO. OF STORIES: 2

06 STRUCTURE S0.1 GENERAL NOTES S0.2 GENERAL NOTES S1.1 MISCELLANEOUS DETAILS S1.2 MISCELLANEOUS DETAILS S1.3 MISCELLANEOUS DETAILS S2.1 LOWER LEVEL FOUNDATION PLAN S2.2 MAIN LEVEL FRAMING PLAN S2.3 ROOF FRAMING PLAN

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AUTOMATIC SPRINKLERS THROUGHOUT: YES

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OCCUPANCY TYPE: E

05 INTERIORS ID2.11 FINISH SCHEDULE ID2.11A LOWER LEVEL - FINISH PLAN - SECTOR A ID2.11B LOWER LEVEL - FINISH PLAN - SECTOR B ID2.11C LOWER LEVEL - FINISH PLAN - SECTOR C ID2.21A MAIN LEVEL - FINISH PLAN - SECTOR A ID2.21B MAIN LEVEL - FINISH PLAN - SECTOR B ID2.21C MAIN LEVEL - FINISH PLAN - SECTOR C ID2.21D MAIN LEVEL - FINISH PLAN - SECTOR D

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FIRE ALARM NOTES, SYMBOLS LIST AND DRAWING LIST CALCULATIONS AND RISER DIAGRAM SITE PLAN LOWER LEVEL OVERALL DEMOLITION FIRE ALARM PLAN REMODEL OVERALL PLANS LOWER LEVEL REMODEL FIRE ALARM PLAN - SECTOR A LOWER LEVEL REMODEL FIRE ALARM PLAN - SECTOR B LOWER LEVEL REMODEL FIRE ALARM PLAN - SECTOR C MAIN LEVEL OVERALL DEMOLITION FIRE ALARM PLAN MAIN LEVEL REMODEL FIRE ALARM PLAN - SECTOR A MAIN LEVEL REMODEL FIRE ALARM PLAN - SECTOR B MAIN LEVEL REMODEL FIRE ALARM PLAN - SECTOR C MAIN LEVEL REMODEL FIRE ALARM PLAN - SECTOR D DETAILS ENLARGED PLANS

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04 ARCHITECTURE A1.1 OVERALL SITE PLAN A1.2 FIRE ACCESS SITE PLAN A1.3 ENLARGED ACCESSIBILITY SITE PLAN A1.4 BUILDING 500 CODE ANALYSIS A2.00 DEMO PLANS OVERALL A2.01 DEMO PLAN ENLARGED - LOWER LEVEL A2.02 DEMO PLAN ENLARGED - MAIN LEVEL SECTOR A A2.03 DEMO PLAN ENLARGED - MAIN LEVEL SECTOR B A2.11 REMODEL PLAN ENLARGED - LOWER LEVEL A2.11A REMODEL PLAN - LOWER LEVEL - SECTOR A A2.11B REMODEL PLAN - LOWER LEVEL - SECTOR B A2.11C REMODEL PLAN - LOWER LEVEL - SECTOR C A2.21 REMODEL PLAN ENLARGED - MAIN LEVEL A2.21A REMODEL PLAN - MAIN LEVEL - SECTOR A A2.21B REMODEL PLAN - MAIN LEVEL - SECTOR B A2.21C REMODEL PLAN - MAIN LEVEL - SECTOR C A2.21D REMODEL PLAN - MAIN LEVEL - SECTOR D A3.10 DEMO RCP OVERALL - LOWER LEVEL A3.11 REMODEL RCP OVERALL - LOWER LEVEL A3.11A REMODEL RCP - LOWER LEVEL - SECTOR A A3.11B REMODEL RCP - LOWER LEVEL - SECTOR B A3.11C REMODEL RCP - LOWER LEVEL - SECTOR C A3.20 DEMO RCP OVERALL - MAIN LEVEL A3.21 REMODEL RCP OVERALL - MAIN LEVEL A3.21A REMODEL RCP- MAIN LEVEL - SECTOR A A3.21B REMODEL RCP- MAIN LEVEL - SECTOR B A3.21C REMODEL RCP- MAIN LEVEL - SECTOR C A3.21D REMODEL RCP- MAIN LEVEL - SECTOR D A4.10 DEMO ROOF PLAN A4.11 ROOF PLAN A5.10 EXTERIOR ELEVATIONS A5.11 EXTERIOR ELEVATIONS A6.10 BUILDING SECTIONS A7.10 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A7.11 ENLARGED MISCELLANEOUS PLANS A7.12 ENLARGED ELEVATOR PLANS A8.11 LOWER LEVEL - INTERIOR ELEVATIONS SECTOR A A8.12 LOWER LEVEL - INTERIOR ELEVATIONS SECTOR A A8.13 LOWER LEVEL - INTERIOR ELEVATIONS SECTOR B A8.14 LOWER LEVEL - INTERIOR ELEVATIONS SECTOR B A8.15 LOWER LEVEL - INTERIOR ELEVATIONS SECTOR C A8.21 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR A A8.22 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR A A8.23 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR B A8.24 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR B A8.25 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR C A8.26 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR C A8.27 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR D A8.28 MAIN LEVEL - INTERIOR ELEVATIONS SECTOR D A9.11 DOOR SCHEDULE A9.12 WINDOW SCHEDULE

19-H52

FA0.1 FA0.2 FA1.1 FA2.10 FA2.11 FA2.11A FA2.11B FA2.11C FA2.20 FA2.21A FA2.21B FA2.21C FA2.21D FA4.1 FA5.1

MAIN LEVEL REMODEL PLAN - SECTOR A MAIN LEVEL REMODEL PLAN - SECTOR B MAIN LEVEL REMODEL PLAN - SECTOR C MAIN LEVEL REMODEL PLAN - SECTOR D DEMO ROOF PLAN ROOF PLAN ENLARGED PLANS DETAILS DETAILS DETAILS GENERAL NOTES, LEGEND AND DRAWING LIST SEISMIC CALCULATIONS SITE PLAN LOWER LEVEL REMODEL PLAN - SECTOR A LOWER LEVEL REMODEL PLAN - SECTOR B LOWER LEVEL REMODEL PLAN - SECTOR C MAIN LEVEL REMODEL PLAN - SECTOR A MAIN LEVEL REMODEL PLAN - SECTOR B MAIN LEVEL REMODEL PLAN - SECTOR C MAIN LEVEL REMODEL PLAN - SECTOR D LOWER LEVEL REMODEL RCP LOWER LEVEL REMODEL RCP DETAILS SECTION

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SITE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO: PATCH AND REPAIR EXISTING WALKWAYS, UTILITIES, LANDSCAPING AND IRRIGATION NEW MODULAR PC ELEVATOR COMPLIANT WITH THE CALIFORNIA BUILDING CODE VOLUNTARY SEISMIC MITIGATION UPGRADE AS DESCRIBED IN THE CALIFORNIA BUILDING CODE

03-119136

P2.21A P2.21B P2.21C P2.21D P3.10 P3.11 P4.1 P5.1 P5.2 P5.3 FP0.1 FP0.2 FP1.1 FP2.11A FP2.11B FP2.11C FP2.21A FP2.21B FP2.21C FP2.21D FP3.1 FP3.2 FP4.1 FP5.1

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CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2015 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 2 C.C.R. (2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2013 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

WALL TYPES WALL DETAILS WALL DETAILS DOOR & WINDOW DETAILS TYPICAL CEILING DETAILS TYPICAL CEILING DETAILS TYPICAL CEILING DETAILS TYPICAL GYP. BOARD CEILING DETAILS ROOF DETAILS TYPICAL CASEWORK DETAILS LAB STATION CASEWORK DETAILS LAB STATION CASEWORK DETAILS RESTROOM DETAILS SIGNAGE DETAILS MISCELLANEOUS DETAILS

8 12

2016

A9.13 A10.10 A10.11 A10.20 A10.30 A10.31 A10.32 A10.33 A10.40 A10.60 A10.61 A10.62 A10.70 A10.80 A10.90

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ALL CONSTRUCTION AND SERVICES REQUIRED FOR THE MODERNIZATION OF THE EXISTING 500 BUILIDNG WHICH IS A TWO STORY STANDARD CLASSROOM BUILDING AND CONVERTING THE CLASSROOMS INTO NEW SCIENCE CLASSROOMS AND ASSOCIATED IMPROVEMENTS GOVEREND BY THE CALIFORNIA BUILDING CODE (CBC) TYPE V-A CONSTRUCTION OF APPROXIMATELY 38,790 SF FLOOR AREA INCLUDE BUT NOT LIMITED TO:

01 GENERAL G0.0 COVER SHEET G0.1 TITLE SHEET G0.2 GENERAL NOTES

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NOTE: OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED STANDARDS IN THE BUILDING INDUSTRY. CONTACT ARCHITECT FOR NECESSARY CLARIFICATION.

08/13/18

Client Project No: 3551005000

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39. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (V.I.F.) THE DIMENSION SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "±", FIELD DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS. IF CONTRACTOR IDENTIFIES DIMENSIONS IN FIELD THAT DIFFER BY MORE THAN 1" FROM THE ± DIMENSIONS INDICATED IN DRAWINGS, CONTRACTOR SHOULD CONFIRM DIFFERENTIAL WITH ARCHITECTS. 40. INTERIOR DETAILS ARE KEYED TO THE PLANS AT TYPICAL LOCATIONS. TYPICAL DETAILS APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION OF ALL TYPICAL DETAILS AND INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING. 41. INTERIOR FINISHES ARE KEYED TO THE DRAWINGS AT TYPICAL LOCATIONS. THE FINISHES APPLY TO TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION OF ALL TYPICAL DETAILS AND INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING. 42. ABBREVIATIONS APPLY TO THE ENTIRE SET UNLESS NOTED OTHERWISE. 43. FIRE RATING LINETYPES ON FLOOR PLANS SHOW EXTENT OF FIRE RATED PARTITIONS. FIRE RATING IN A PARTITION SHALL CONTINUE OVER DOOR OR WINDOW OPENINGS WHETHER OR NOT THEY APPEAR IN PLAN. 44. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY SIZE AND INVERT ELEVATION OF OPENINGS/SLEEVES THROUGH CONCRETE SHEAR WALLS AND CONCRETE FOUNDATION WALLS. OPENINGS/SLEEVES ARE NOT LIMITED TO THOSE SHOWN ON STRUCTURAL DRAWINGS. 45. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE AND MAKE PROVISIONS FOR ALL PIPE/CONDUIT SLEEVES THROUGH CONCRETE WALLS. 46. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF WORK. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL AND CONSULTANT DWGS., THE ARCHITECT WILL DETERMINE THE CORRECT INTENT OF WORK. 47. THE BUILDING SHALL BE PROVIDED WITH A FULLY SPRINKLERED SYSTEM COMPLYING WITH APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION. 48. PROVIDE PEDESTRIAN PROTECTION AS NECESSARY AND AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 49. ALL CONSTRUCTION RELATING TO BUILDING, PARKING OR SITE DEVELOPMENT SHALL CONFORM TO STATE OF CALIFORNIA AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS. 50. THE CONTRACTOR SHALL COORDINATE ANY AND ALL REQUIREMENTS FOR OFF-SITE IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, UTILITIES, ETC. OFF-SITE IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 51. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. SPECIFIC NOTES ON DETAILS APPLY TO SIM. CONDITIONS, UNLESS NOTED OTHERWISE

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633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

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26. THIS CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF A COMPLETE AND FULLY FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. ITEMS SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS. 27. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR "NOT IN ELECTRICAL WORK" IT MEANS THAT THE WORK IS NOT FURTHER DESCRIBED OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE ENTITIES OF HIS ELECTION. IN ADDITION, THE DIVISION OF THE CONTRACT DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE WORK BETWEEN THE CONTRACTOR'S SUBCONTRACTOR NOR IMPLIES THAT ALL OF THE WORK FOR THOSE DISCIPLINES IS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS. 28. MULTIPLE INDEPENDENT LOCATIONS OF WORK, EQUIPMENT TESTING, AND TRAINING WILL BE IN OCCURANCE DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL COORDINATE WORK WITH OWNER / OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION TO OTHER EVENTS IN BUILDING. 29. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT. 30. UNLESS NOTED OTHERWISE, THE PROJECT MANUAL, WHICH INCLUDES THE GENERAL CONDITIONS, SUPPLEMENTAL CONDITIONS, AND TECHNICAL SPECIFICATIONS, AND THE DRAWINGS ARE COMPLEMENTARY AND TOGETHER DESCRIBE THE PROJECT REQUIREMENTS. WHERE THERE ARE DISCREPANCIES BETWEEN THE PROJECT MANUAL AND THE DRAWINGS, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND REQUEST A CLARIFICATION. THE ORDER OF PRECEDENCE BETWEEN THE DRAWINGS AND THE PROJECT MANUAL IS AS DEFINED IN THE PROJECT MANUAL. 31. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE SO AS TO LEAVE SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW. 32. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS FOR GENERAL INFORMATION, PRODUCTS AND EXECUTION REQUIREMENTS. REQUIREMENTS OF THE SPECIFICATIONS APPLY TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDITIONAL INFORMATION FOR EACH ITEM SPECIFIED. IF DISCREPANCIES EXISTING BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVES OF ANY DISCREPANCIES. 33. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE PRIOR TO BIDDING IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE BID SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH WRITTEN CLARIFICATIONS FORWARDED TO ALL BIDDERS. 34. THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS. 35. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSION OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSION OR LOCATION WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 36. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE DISCREPANCY EXISTS BETWEEN THE DRAWING AND THE DETAIL THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO INSTALLATION. 37. OVERALL PLAN DIMENSIONS ARE TO FACE OF STUD, SECTOR PLAN DIMENSIONS AND "CLEAR" OR "CLR." DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE. CEILING DIMENSIONS ARE TO FACE OF FINISH AND CENTERLINE OF CEILING GRID.

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THE PROJECT CONTRACT DOCUMENTS: 1. THE DRAWINGS: THE DRAWINGS ARE THE GRAPHIC AND PICTORIAL PORTIONS OF THE CONTRACT DOCUMENTS SHOWING THE DESIGN, LOCATION AND DIMENSIONS OF THE WORK, GENERALLY INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND DIAGRAMS. 2. THE SPECIFICATIONS: THE SPECIFICATIONS ARE THAT PORTION OF THE CONTRACT DOCUMENTS CONSISTING OF THE WRITTEN REQUIREMENTS FOR MATERIALS, EQUIPMENT, SYSTEMS, STANDARDS AND WORKMANSHIP FOR THE WORK, AND PERFORMANCE OF RELATED SERVICES. 3. THE PROJECT MANUAL: THE PROJECT MANUAL IS A VOLUME ASSEMBLED FOR THE WORK WHICH MAY INCLUDE THE BIDDING REQUIREMENTS, SAMPLE FORMS, CONDITIONS OF THE CONTRACT AND SPECIFICATIONS. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS, ADDRESSES THE COMPLIMENTARY RELATIONSHIP BETWEEN DRAWINGS AND SPECIFICATIONS. 4. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMED BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS DEPICTED AND STATED IN THE CONTRACT DOCUMENTS. 5. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS, QUANTITIES, CONFIGURATION, AND PERFORMANCE SPECIFICATIONS THAT DELIVER THE OVERALL DESIGN INTENT OF THE PROJECT. 6. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY BOTH. 7. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TO DELIVER THE INDICATED RESULTS OF THE DESIGN INTENT. 8. VERIFY ALL DIMENSIONS, LOCATIONS OF EXISTING UTILITIES, AND CONDITIONS ON THE JOB SITE PRIOR TO THE START OF WORK OR PORTIONS OF THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS ARE INDICATED AS A RESULT OF FIELD OBSERVATIONS, INFORMATION SHOWN ON AVAILABLE DOCUMENTS AND FIELD CONDITIONS AT THE TIME OF PREPARATION. 9. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS. 10. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 12. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 13. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE. 14. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION. 15. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATE BETWEEN THE REQUIREMENTS OF ALL DISCIPLINES HEREIN AND BETWEEN THE REQUIREMENTS OF ALL DRAWINGS AND SPECIFICATIONS IN ORDER THAT ALL ITEMS SATISFACTORILY RELATE TO ONE ANOTHER. NOTIFY ARCHITECT IMMEDIATELY REGARDING ANY ITEMS THAT CANNOT BE COORDINATED. 16. CONTRACTOR SHALL EXCERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 17. CHANGES TO THE APPROVED DRAWINGS AND/OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CCD. 18. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS SHALL NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, AND STRUCTURAL ENGINEER OF RECORD. 19. THE GEOTECHNICAL ENGINEER SHALL SUBMIT A COMPREHENSIVE REPORT DOCUMENTING FINAL SOIL IMPROVEMENTS CONSTRUCTED, CONSTRUCTION OBSERVATION, AND THE RESULTS OF THE CONFIRMATION TESTING AND ANALYSIS TO THE CALIFORNIA GEOLOGICAL SURVEY (CGS). THE PROJECT FOUNDATION CONSTRUCTION SHALL NOT COMMENCE UNTIL DSA APPROVES THE APPLICATION FOR CONSTRUCTION. 20. ALL WORK SHALL CONFORM TO 2013 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 21. FABRICATION AND INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS, AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR STRUCTURAL ENGINEER AND APPROVED BY THE DSA. LIST OF DEFERRED SUBMITTAL ITEMS FOR THIS PROJECT. 22. CHANGE TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENTS (CCD) APPROVED BY DSA, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR. 23. A 'DSA CERTIFIED' PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY DSA SHALL PROVIDE CONTINOUS INSPECTION OF THE WORK. THE DUTES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24 CCR. DSA CERTIFIED CLASS-I IS REQUIRED FOR THIS PROJECT. 24. A DSA ACCEPTED TESTING LABORATORY DIRECTLY ENPLOYED BY THE DISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT. 25. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

PRE-APPLICATION MEETING MINUTES

LI C CHR I STO

GENERAL NOTES

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

GENERAL NOTES

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

Please Recycle

G0.2

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

BUILDING 200

E

V-A

TBD

TBD

TBD

BUILDING 300

E

TBD

TBD

TBD

TBD

BUILDING 400

E

V-A

TBD

TBD

TBD

BUILDING 500

E

V-A

TBD

TBD

TBD

BUILDING 600

TBD

TBD

TBD

TBD

TBD

BUILDING 800-1

E

III-A

TBD

TBD

TBD

BUILDING 800-2

E

V-A

TBD

TBD

TBD

BUILDING 900-1

E

V-A

TBD

TBD

TBD

BUILDING 900-2

E

V-A, II-A

TBD

TBD

TBD

2-STORY 35' - 6"

74,000

38,790

EXISTING PARKING COUNT

BLDG. 300 - CLASSROOMS A# 106065 E - OCC

P

NEW BAND BUILDING (UNDER SEPARATE A# 03-119137)

NO. C-19759

TE

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

FP AR KIN G

STAFF PARKING

STAFF PARKING

STAFF PARKING

STAFF PARKING

STAFF PARKING

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

No.

Issued

Date

No.

Issued

Date

Notes:

1.

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS

S

BUS DROP-OFF PARENT DROP-OFF

Legend:

F

BLDG. 100 ADMIN A# 53902 B - OCC TYPE V - 1 HR

BLDG. 900 A# 53902 E - OCC, TYPE V - 1 HR

PARENT DROP-OFF

AREA OF WORK

ASSUMED PROPERTY LINE. FOR CODE ANALYSIS REFER TO A1.4.

BLDG. 800 - GYM A# 53902 A#42599 A2 - OCC TYPE III - 1 HR

BLDG. 900 - AUDITORIUM A# 53902 A2 - OCC E - OCC TYPE V - 1 HR TYPE II - 2 HR FULLY-SPRINKLERED 5'-0" 5'-0"

BLDG. 200 CLASSROOMS A# 53902 A#42599 E - OCC TYPE V - 1 HR

(E) 2-HR SEPARATION WALL

BLDG. 800 LOCKER ROOMS A# 53902 A# 42599 E - OCC TYPE V - 1 HR

D

10

STAFF PARKING

361

DR OP -O F

TOTAL

STUDENT PARKING

8

PA RE N T

11

STUDENT PARKING

ADA (STANDARD)

ST AF

VISITOR PARKING

STUDENT PARKING

2

BLDG. 500 CLASSROOMS A# 42599 E - OCC TYPE V - 1 HR

10' - 0" 10' - 0"

BLDG. 400 CLASSROOMS A# 42599 E - OCC TYPE V - 1 HR

10' - 0" 10' - 0"

BLDG. 600 CLASSROOMS A# 112347

R EVERG

AQUATIC CENTER A# 112347

BLDG. H-4 A# 112347

SAFE DISPERSAL AREA 2,510 PEOPLE @ 3 SF = 7,530 SF

INTERIM HOUSING A# 03-118578

DRIVE RINGS EEN SP

BLDG. A# 101799

BLDG. A# 101799

7

BLDG. H-2 A# 112347

ADA (VAN)

BLDG. H-3 A# 112347

-

RO AD

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FIELD LIGHTS A# 49860 A# 110262

FLS

SSS

DATE

BLEACHERS A# 44242 A# 101799

343

BLEACHERS A# 110262

STANDARD

3551005000

VISITOR PARKING

VISITOR PARKING

REQUIRED

D

EXISTING

S BREA CANYON ROA

TYPE

STAFF PARKING

TH FIN DER

BUS DROP-OFF

2-STORY 70' - 0"

V-A

PARKING LOT 1 A# 03-119014

A RC H SED IT N E R R ICHA R E PH

A

E

PA

PARKING LOT 2 A# 03-119014

R

BUILDING 500

STUDENT PARKING

IA

TBD

N

TBD

STAFF PARKING

TBD

STUDENT PARKING

V-A

STUDENT PARKING

B

T E C AYLOR T D

BUILDING 100

ACTUAL AREA

LI C CHR I STO

ALLOWABLE AREA

STUDENT PARKING

ACTUAL HEIGHT

STUDENT PARKING

ALLOWABLE HEIGHT

STUDENT PARKING

CONST. TYPE

STUDENT PARKING

OCC. GROUP

ST

MOD.

EXISTING BUILDING

BUILDING NAME

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

OVERALL SITE PLAN

N BLDGS. A# 59194

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

OVERALL SITE PLAN

1

1" = 60'-0" Please Recycle

A1.1

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

A

TE

IA

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

9 . 02 - 24- 1 R OF CA L I F O

N

3551005000

T E C AYLOR T D

LI C CHR I STO

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes: Legend:

FIRE ACCESS ROUTE CLEAR OUTLINED ON PAVEMENT WITH 2" WIDE PAINT

NEW CONSTRUCTION

(E) F.H.

EXISTING FIRE HYDRANT (6 X 4 X 2 1/2)

Notes:

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1.) HAVE BEEN IDENTIFIED AND 2.) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

FIRE ACCESS SITE PLAN

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

Please Recycle

A1.2

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EXISTING PARKING COUNT EXISTING

TYPE

REQUIRED

BLDG. 200

343

-

ADA (VAN)

7

2

ADA (STANDARD)

11

8

TOTAL

361

10

A RC H SED IT N E R R ICHA R E PH

E

TE

A

IA

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

EN

R

D

NO. C-19759

9 . 02 - 24- 1 R OF CA L I F O

N

3551005000

T E C AYLOR T D

RO A

ST

BLDG. 800

PA T HFI NDE R

STANDARD

LI C CHR I STO

BLDG. 900

ISSUE:

SECOND FLOOR ACCESS TO SAFE DISPERSAL AREA

No.

PUBLIC WAY ACCESS

BLDG. 400

Issued

Date

No.

Issued

Date

PARKING LOT 2

Notes:

BLDG. 500 BLDG. 600

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1.) HAVE BEEN IDENTIFIED AND 2.) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

PARKING LOT 1

P FIRST FLOOR ACCESS TO SAFE DISPERSAL AREA

E

DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. BLDG. 900

NEW BAND BUILDING

BLDG. 100

Legend: S

EXISTING SAFE DISPERSAL AREA

P

DF

DF

P

ACCESSIBLE PATH OF TRAVEL

U

DF

2,510 PEOPLE @ 3 SF = 7,530 SF

BUILDING ENTRANCE

U

BLDG. 800

AREA OF WORK

ST DF

BLDG. 900

BLDG. 200 P

U

ACCESSIBLE PATH OF TRAVEL TO SAFE DISPERSAL

ST

3

P ST

DF

DF ST

1" = 40'-0"

D

60' TRAVEL DISTANCE FROM ELEVATOR

DF

BLDG. 200

DF

DF DF

E BLDG. 900

U

DF

S

BLDG. 800

BLDG. 800

S

U

ST

S

GRASS

DF

E

BLDG. H-2

BLDG. 400

U U U

BLDG. 600

BLDG. H-3

AQUATIC CENTER A# 112347

E

(E) ELEVATOR

P

EXISTING ACCESSIBLE PARKING

U

NEW UNISEX RESTROOM

U

EXISTING UNISEX RESTROOM

S

EXISTING STAFF RESTROOM

U

139' TRAVEL DISTANCE FROM ELEVATOR

ST

ST

DF

BLDG. H-4

NEW MODULAR PC ELEVATOR, REFER TO PC DRAWINGS

DF

DF

BLDG. 500

BLDG. 800

E

ST

E ST

EXISTING STUDENT RESTROOM

S DF DF

P

E

EXISTING PUBLIC RESTROOM

DF

EXISTING ADA DRINKING FOUNTAIN

BLDG. A# 101799

135'-9" TRAVEL DISTANCE FROM ELEVATOR

BLDG. 400

DF

ST DF

EXISTING SAFE DISPERSAL AREA

2 A1.3

ST

2,510 PEOPLE @ 3 SF = 7,530 SF

S

3 A1.3

BLDG. A# 101799

Agency Approval: BLDG. 500 BLDG. 600 AQUATIC CENTER

P

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DF

03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

E BLDG. H-4

Project: BLEACHERS

BUILDING 500 - MODERNIZATION DF

Sheet Title:

ENLARGED ACCESSIBILITY SITE PLAN N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

ACCESSIBLE PATH OF TRAVEL LOWER LEVEL

2

1" = 40'-0"

SITE ACCESSIBLE PATH OF TRAVEL MAIN LEVEL

1

1" = 60'-0"

Please Recycle

A1.3

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

CODE ANALYSIS

CONFERENCE 5-130 OFFICE 2 5-129

OFFICE 1 5-128 198 SF

VAULT 5-126

4

250 SF

186 SF

81 SF

B

.2

B

B

B

100 GROSS

32"

100 GROSS

100 GROSS

100 GROSS

2

36"

3

2

1

CONSTRUCTION TYPE: V-A OFFICE 3 5-123

OFFICE 4 5-122

129 SF

PANIC

B

.2

100 GROSS

32"

2

B

.2

100 GROSS

32"

2

OCCUPANCY USE: EDUCATION

2

36"

36"

PANIC

PANIC

1 .2

OCCUPANCY TYPE: E

143 SF

48

32"

.2

.2

.2

.2

32"

32"

32"

32"

36"

36"

36"

PANIC

ALLOWABLE BUILDING HEIGHT:

959 SF

36"

20 NET

PANIC

PHYSICS LAB 2 5-120

100 GROSS 2

23' - 11"

.3

36"

PANIC

L

1613 SF

50 NET

C

81

D

11

50

20 NET

(E) 2-HR SEP. WALL

32"

69"

"

.2

.2

32"

32"

ALLOWABLE NUMBER OF STORIES:

36"

PHYSICS WORKROOM 5-117

PANIC

412 SF

36"

114" 89

T

CHEMISTRY LAB 4 5-102

.2

TO TA L

.2

.2

32"

32"

9

36"

72"

72"

2

PANIC

1764 SF

0 -1 7'

"

.2

C

.2

20 NET

32" 36"

89

44

32"

1629 SF

36"

C

PANIC

20 NET

119 FT TOTAL

36"

PANIC

PANIC

OPEN TO BELOW

32"

85

.2

3 13

32"

69"

S

88"

300 GROSS

PANIC

20 NET 43

FT

L TA O T

44

CHEMISTRY LAB 2 5-104

.2

1707 SF

32"

C

36"

20 NET

PANIC

' 60

-

ROOM EXITING INFORMATION ROOM NAME AREA

UNISEX RR 5-111

UNISEX RR 5-110

89

393 SF

50 SF

50 SF

.2

B

B

B

LOAD

32"

100 GROSS

100 GROSS

100 GROSS

FACTOR

72"

4

1

1

1

OCCUPANT LOAD FACTOR (REFER TO TABLE 1004.1.1) OCCUPANT LOAD (AREA DIVIDED BY LOAD FACTOR)

EXISTING CMU WALL TO REMAIN

50 NET

STORAGE 5-113

49

140 SF

2

6

5

.02

.02

.2

32"

32"

32"

FACULTY RESOURCE CENTER 5-109

36"

36"

802 SF

PANIC

PANIC

36"

EXISTING WALL TO REMAIN 1-HR FIRE RATED WALL

B

B

100 GROSS

6

100 GROSS

9

.2

2

2-HR FIRE RATED WALL

32" 36"

NEW NON-RATED WALL

PANIC

.2 32"

SCOPE OF WORK

40

36"

.2

PANIC

32"

40

36"

.2

ROOM TYPE

PANIC

32" 36"

6"

PANIC

-9

59

'-

' 57

35

CHEMISTRY LAB 1 5-105

'-

1688 SF

1686 SF

0"

CHEMISTRY LAB 7 5-107

C

C

20 NET

20 NET

85

43

1620 SF

C

BUSINESS

C

CLASSROOM

S

STORAGE, MECHANICAL EQUIPMENT ROOM

L

LABORATORY - EDUCATIONAL

20 NET

81

42

B

C

20 NET

21' - 6"

85

CHEMISTRY LAB 6 5-108

1609 SF

FT

32"

TO TA L

CHEMISTRY LAB 8 5-106

"

.2

138

42

36"

OCCUPANCY TYPE

OCCUPANCY

43

PANIC

AREA (SQ FT)

PANIC

S

L

" 11

PANIC EXIT HARDWARE (WHERE OCCURS)

300 GROSS

2429 SF

87

22' - 8"

82 SF

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

PROVIDED EXIT WIDTH (IN INCHES)

OFFICE 5 5-112

PANIC DATA 5-116

REQUIRED EXIT WIDTH (OCCUPANT LOAD X 0.2)

PANIC

TOTAL LOAD: 453 / 2 = 227

1

36"

Date

EXIT WIDTH FACTOR

.3

163 SF

36"

C

Issued

NUMBER OF OCCUPANTS EXITING THRU DOOR OPENING

# OCC *.02 Req. Width Width

227

ELECTRICAL 5-115

.2

1689 SF

No.

DOOR EXITING INFORMATION

13,284 SF + 25,506 SF = 38,790 SF < 74,000 SF

42 CHEMISTRY LAB 3 5-103

Date

Legend:

MAIN LEVEL: 25,506 SF GROSS

"

36"

Issued

LOWER LEVEL: 13,284 SF GROSS

82

-4

32"

No.

ALLOWABLE AREA = 74,000 SF MAX. TYPE VA S1, PER TABLE 506.2

59 '

.2 32"

9 . 02 - 24- 1 R OF CA L I F O

ALLOWABLE BUILDING AREA:

PANIC

.2

EN

ALLOWABLE STORIES = 2 STORIES PER TABLE 504.4 (SPRINKLERED, WITHOUT AREA OF INCREASE ABOVE GRADE PLANE)

PANIC CHEMISTRY LAB 5 5-119

41

41

45

L 50 NET

PANIC

32"

148

TE

ISSUE:

39

148

13 2F

ACTUAL BUILDING HEIGHT: 35'-6" LOWER LEVEL: 15'-0" MAIN LEVEL: 20'-6"

528 SF

PHYSICS LAB 1 5-101

80

43

41

40

.2

.2

.2

.2

.2

32"

32"

32"

32"

32"

36"

36"

36"

36"

36"

PANIC

PANIC

PANIC

PANIC

PANIC

EXITING ANALYSIS - MAIN LEVEL

2

Key Plan 840

1/16" = 1'-0"

D H

842

839

FH Y

Wal k

841

SL

858

857

856

854

837

D WY

852

850

S GN

848

WV

855

838

844

41

-2

' 58

PANIC

78

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

A

36"

36"

20 NET

NO. C-19759

R

32"

32"

3551005000

ST

.2

OPEN TO BELOW

.2

C

PHYSICS WORKROOM & COLLABORATION SPACE 5-121

40

BP S GN

S GN

843

836

842

CB S GN

S GN

0. 9'

0. 6'

0. 6'

0. 8'

S GN

R MP 1. 4'

845

841

840

P arking

839

P arking

847

R amp

P arking 1. 4'

8 32 x x R amp

0. 9'

849 851

EP NL

Dep .t

nect Con

oi n

S GN

Y D

S peed B

8 56

AD

8 31

RO

8 28 8 29 8 30

N

x

YO AN C

x

BR EA

2 8 23 8 24 8 25 8 26 8 27 8 28 8 29 8 30 x

Fi re FH

B FV WV

WV 1. 2' I CV

H

82 1 82

S ewe r Manh ole

S GN

860

x

858

WV

WV

WV

ump

Building 300

Wal k mp

x

1. 3' S ut

856 .93 TC 856 .50 FS

S CO

856 .89 TC 856 .45 FS

WV

mp

D ra in

S peed B

S CO

0. 9' 0. 8'

0. 8' S ut

S 859

P ull box 0. 8'

R

R

1. 0' S ut

LT

mp

C olu mn

C olu mn

B ench

B ench

C olu mn

C olu mn

B ench

B ench

Mat

R amp

U TC R mp

838

850 848 846 844 842 840

852

WOOD S TORA GE S HE D

0. 8'

x

x

R amp

Wal k Wal k

D WY

CO B ench

x

x

ump

858 .21 TC 857 .70 FS

WV Mat

Mat

CO B ench Gat e

R

854

R oom P12

ot

S ot p (T yp)

S ot p (T yp)

0. 8'

856

MODU LA

GRN D

P arking

0. 9' ul lbo x

1. 4'

U TC U TC

0. 7' &0. 5'

856

cat ion P

ot

S GN

C ommuni cat ion P ul lbo x E PB

x

R oom P13

1. 6'

S ut mp

855

x

MODU LA

GRN D

k

856

x

842

844

846

850

852

848

E lect ric

WV P arkin gL

S GN S GN

854

U TC

C ommuni

mp

Met al S ot rag e C ont ai ner

A sphal t

R oom P14

GRN D U TC

855

PA 1. 0' S ut

831

MODU LA

S ut mp

1. 5'

S ide wal

0. 5'

U TC

R oom P11

R

mp S CO

830

A sphal t

x

S ot rag e

x

0. 7' S ut

R amp

MODU LA

U TC 1. 4'

SL

ot

856

854 1. 2'

S ot rag e

U TI LPB

WV

WV WV

S GN

1. 4'

1. 0' 0. 9'

840 838

180 SF

819

818

817

816

815

814

813

812

P arkin gL

A sphal t

S GN

S CO

A sphal t

P arking

Wal k

1. 0'

836 834

76 SF

Y D

833

EQUIP. ROOM 5-015

A sphal t

Ground S GN

1. 1'

S ot rag e

S ot rag e C OMM E PN L P B

GRN D U TC

umps

umps

857

851 850 849 848 847

H

ELEC. ROOM 5-001

0. 7'

S ot rag e

1. 4'

2

853

LT

S ot rag e

1. 0'

k

x

S ide wal

SL

S peed B

854

846

823

822

821

S peed B

umps

Ground

85

S CO

Met al S ot rag e C ont ai ner

P arkin gL

855 S peed B 1. 2'

1. 2'

1. 0' Met al S ot rag e C ont ai ner

850

2-0. 7'

mp

1. 6'

1. 2'

A sphal t S ot rag e

853

0. 9'

0. 9' S ut

845

0. 7'

832

B

x

0. 8'

1. 3'

e

844 843 842

834

837 836 835 834

S li din gGat

Ground Wal k

S DMH C BLT VP 1. 2'

820

LT 1. 4'

841

835

838

R amp

8 33

D WY Gat e

S GN

839

0. 8' 0, . 7'

840

836

TMH

8

827

826

825

S DMH

D rivew ay

1. 1'

x

S LPB

0

829 82

A sphal t

1. 8'

mp

1 SL

824

S ot p (T yp)

S ot p (T yp)

1. 2' 0. 5' S ut

x

83

83

S ot p (T yp)

1. 7'

846

Gat e

x

8 33

x

S DMH

844

835

x

Wal k

8 34

1. 4'

A sphal t

LT

x

1. 1'

818

820

826

B

824

C BLT VP

822

B

x

C BLT VP

810

828

S ot rag e S DMH

811

816

809

808

x

810

x

812

814

TE LV LT

808

807

8 29

0. 5'

0. 7'

0. 7'

x

k A sphal t

A sphal t

x

H

x

FH

838

Y D

840

S ut mp

804

842

A sphal t

854 852 850 848 846 844

0. 8' &1. 0' S ide wal

806

805

A/C

856

UP

R mp

A/C

S CO Gat e

U TC

WOOD S TORA GE S HE D S CO

1. 4' DF WV

S ot rag e

x

Gat e

Gat e

Gat e

x

x

x

Gat e

E PB E PN L

V aul t

x

Gat e

829

x

x

804 802

808 806

812 810

816 814

818

820

822

824

S CO Gat e

x

R ail U TC

S ut mp

x

x

x

OPEN TO B EL OW

x x

er

x

838

840

E PB

U TC

x

x C OU R TS

D

x

x TE N NI S

er

x

S wal e Gutt

842

C

828

x

S

C OU R TS

850 848 846 844

S

TE N NI S

S wal e Gutt

x

1319 SF

OPEN TO B EL OW

OPEN TO B EL OW

LT E PB E lect ric P ull box

852

59 SF

C OU R TS

854

125 SF

TE N NI S

856

1

1. 3'

x

1

BIOLOGY LAB 3 5-010

x

300 GROSS

JANITOR'S CLOSET 5-013

x

300 GROSS

STORAGE 5-014

x

S

SL

826

S

CB

S DC O

Building 500

Gat e Gat e

x

U TC

x

Block Bu ilding

x

x TE N NI S

C OU R TS

x

126

x

x

Gat e

x

C OU R TS

x

x

TE N NI S

D RN

Gat e

x

x

x

E PB

6 x

x

x

x

x

x

x

hc C at

WV P VI s

Gat e FD C

FD C

H

S wal e Gutt

Basi n

827

82 x

x

Block Bu ilding

S CO

827

.2

er

FH Y D

B Ps

x

WV

EL EV.

S CO

WV L T

300 GROSS

20 NET

UP

S CO

CB

x

82

x

7 S CO

x

S CO WV

GV S CO

S CO

S CO S DC O D ra in P VI FD C H FH Y

S DC O

S DMH

S DMH WV

CB

CB

CB

C OMMV

LT

OFFICE 7 5-009

827

x x

6

x

RESTROO M BUILDING

I CV D Fs

825

LT

I CV

824

FA PB E PB

100 GROSS

1

C

E PB

D RN

824

I CV

I CV

823 B ench LT Gat e I r i g. C ont

rol P anel

E PN L B ench

.2

1

35

20 NET

.2

70

32"

E PN L

Gat e

x x

x

x x

8 22

x

x

x

1

I CV

82

826

LT

825

1378 SF

B

S

WV

x x

S GN

x

36"

22 SF

300 GROSS

BIOLOGY LAB 4 5-008

90 SF

PANIC

WV WV

x

I CV

x

78"

I CV

x

66

B lea chers

x

U TI LI TY

I CV

I CV s

827

x

1

x

A sphal t

S CO

CB

x E PB

E VLT

x

FIRE RISER 5-017

1

A sphal t

A sphal t CB

LT

I CV

.2

x

WV WV

WV LT

A sphal t

S MH

B OOTH

32"

x

R amp

R amp

LT

B Ps S DC O

x

x

32"

P IV FD C

300 GROSS

x

D

1

1

32"

.2

36"

36"

32" BIOLOGY LAB 2 5-002

33

36"

' 51

8"

1403 SF

53 '-

TOTAL LOAD: 460 / 2 = 230

39

1554 SF

.2

ALLOWABLE BUILDING HEIGHT = 70'-0" ABOVE GRADE PLANE PER TABLE 504.3 (TYPE VA CONSTRUCTION, SPRINKLERED WITHOUT AREA OF INCREASE)

48

PANIC

A RC H SED IT N E R R ICHA R E PH

C

B

227

FIRE ALARM: YES

36"

IA

7

32"

N

2

LI C CHR I STO

1

T E C AYLOR T D

114 SF

SPECIAL EDUCATION CLASSROOM 5-125

3

846

36"

WORKROOM 5-127

AUTOMATIC SPRINKLERS THROUGHOUT: YES

2 .2

C

" -6

.2 32"

PANIC

72 36

36'

.2 32" 36"

- 0"

BIOLOGY WORKROOM & COLLABORATION 5-003 1826 SF

33

126

.2

.2

32"

32"

36"

36"

PANIC

PANIC

35

1396 SF

126

35' - 6"

PANIC

BIOLOGY LAB 1 5-004

Agency Approval:

36"

20 NET

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

.2

36"

PANIC

L

35

ACS

SSS

DATE

36"

40

FLS

.2 32"

50 NET

03-119136

APPL

32"

File No.: 19-H52

PANIC

Facility:

36

35

.2

.2

.2

32"

32"

32"

35

.2

36"

36"

32"

36"

PANIC

PANIC

PANIC

36"

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

PANIC

BUILDING 500 - MODERNIZATION

BIOLOGY LAB 5 5-007

C 20 NET

1382 SF

70

C

Sheet Title:

20 NET

BUILDING 500 CODE ANALYSIS

70

35 .2 32" 36"

PANIC

36

36

.2

.2

BIOLOGY LAB 6 5-006

1421 SF

32"

32"

1406 SF

32"

C

36"

36"

C

36"

20 NET

PANIC

PANIC

20 NET

PANIC

BIOLOGY LAB 7 5-005

72

35 .2

N

71

DSA SUBMITTAL Date:

EXITING ANALYSIS - LOWER LEVEL

08/13/18

Client Project No: 3551005000

Sheet:

1

1/16" = 1'-0" Please Recycle

A1.4

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

20

19

18

17 16.7

S (E) CANOPY ABOVE, TYP.

(E) ROOF ABOVE, TYP.

(E) PRIVATE OFFICE (E) D239

(E) PRIVATE OFFICE (E) D240

.

(E) STAFF LOUNGE (E) D227

(E) PRIVATE OFFICE (E) D220

DEMO (E) RAILING FOR ELEVATOR

(E) MEETING ROOM (E) D224

EXISTING WALL TO BE DEMOLISHED

M (E) BENCH

L

L

K

K

EXISTING DOOR TO BE DEMOLOSHED

DEMO HARDSCAPE / LANDSCAPE FOR ELEVATOR PIT SLAB

EXISTING STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES @ INTERIOR COLUMNS ONLY.

DEMO HARDSCAPE / LANDSCAPE FOR MECHANICAL ROOM SLAB

(E) BENCH

L

(E) PLANTER

(E) BENCH

DEMO (E) LANDSCAPE / HARDSCAPE FOR ELEVATOR PIT

K

(E) BENCH

Key Plan

DEMO (E) PLANTER (E) PLANTER

FH Y

H

842

UP

840 Wal k

84

858

857

856

854 S GN

843

842

CB S GN

0. 9'

0. 6'

0. 6'

S GN

0. 8'

4

P arking

84

840

1. 4'

845

84

1

x

Wal k

Gat e

839

x

P arking

x

833

847

R amp

P arking 1. 4'

832 A sphal t

D rivew ay

LT

x

1. 8'

mp

1. 1'

0. 9'

nect Con

C

oi n

S GN

Y D

849 850 8 51

S peed B

856

AD

831

RO

828 829 830

N YO AN

R amp

H

0. 9'

Dep .t

860

BR EA

858

821 822 823 824 825 826 827 828 829 830

859

x

857

856

mp

WV

ump

Building 300 S peed B

S CO

0. 9' 0. 8'

856 .93 TC 856 .50 FS

S CO

856 .89 TC 856 .45 FS

WV

mp 1. 0' S ut

LT

mp

C olu mn

C olu mn

B ench

C olu mn

C olu mn

B ench

B ench

R amp

x

Wal k Wal k

D WY

CO B ench

B ench

Mat U TC

R mp

838

856

850 848 846 844 842 840

WOOD S TORA GE S HE D

0. 8'

x

x

R amp

ump

858 .21 TC 857 .70 FS

WV Mat

Mat

CO B ench Gat e

854

R oom P11

R

S ot rag e

x

0. 7' S ut

R amp

MODU LA

1. 4'

mp S CO

830

A sphal t

x

J

1. 4'

A sphal t

LT

1. 1'

818

820

826

B

824

C BLT VP

822

B

x

C BLT VP

810

828

S ot rag e S DMH

811

x

816

809 814

TE LV LT

808

807

x

829

0. 5'

A sphal t

A sphal t

838

840

H

FH

R mp

A/C

S CO Gat e

U TC

WOOD S TORA GE S HE D S CO

x

D

Y

842

A sphal t S ut mp

854 852 850 848 846 844

k

A/C

0. 7'

0. 7' 0. 8' &1. 0'

S ide wal

806

805

804

856

UP

856

1. 3' S ut

0. 8' S ut

1. 2' WV I CV

FH

Wal k

D ra in

R

B FV WV

0. 9'

0. 8'

R

WV

Fi re

S ewe r Manh ole

S GN

ul lbo x

P ull box

852

J

S ot p (T yp)

S ot p (T yp)

0. 8'

x

R oom P12

U TC U TC

J

MODU LA

GRN D

ot

ot

WV

x

U TC U TC

0. 7' &0. 5'

855

cat ion P

P arking

C ommuni cat ion P ul lbo x E PB

x

E lect ric

1. 4'

1. 6'

S ut mp

854

842

844

846

848

850

R oom P14

MODU LA R oom P13

852

U TC

C ommuni

mp

Met al S ot rag e C ont ai ner

A sphal t

GRN D

k

S GN

854

1. 0' S ut

831

GRN D U TC

855

PA

R

umps

S

WV P arkin gL

S GN

S GN

1. 2'

840 838

836 834

1. 5'

S ide wal

0. 5'

SL

856

854

U TI LPB

MODU LA

S GN

ot

1. 4'

0. 9'

S ot rag e

WV

WV

817

816

815

814

813

812

P arkin gL

A sphal t

S GN

S CO

A sphal t

P arking

Wal k

x

C OMMP E PN L B

GRN D U TC

x

1. 1'

1. 0'

S ot rag e S ot rag e

S ut mp

WV

818

x

820

819

0. 7' 1. 0'

1. 4'

S peed B

P arkin gL

umps

A sphal t

S GN

853

LT

S ot rag e

SL

S DMH

Y D

S peed B

Ground

S CO

Met al S ot rag e C ont ai ner

S ot rag e

x

x

852

833

822

821

Met al S ot rag e C ont ai ner

1. 2'

A sphal t S ot rag e

x

1. 2'

1. 0'

B

x

1. 0'

k

umps

Ground

mp

1. 6' S DMH C BLT VP 1. 2'

S ide wal

855 S peed B 1. 2'

851 850 849 848 847

834

0. 9' S ut

846

8 35

0. 7'

832

826

825

853

0. 8'

1. 3'

e

2-0. 7'

x

S li din gGat

7 836

834

83

833

D WY Gat e

S GN

Ground Wal k

845 844 843 842

835

TMH

828 827

R amp

1. 4'

841

838

0. 8' 0, . 7'

839

x

S LPB

840

SL

824

S ot p (T yp)

S ot p (T yp)

1. 2' 0. 5' S ut

x

831

830 829

823

S ot p (T yp)

1. 7'

846

834 S DMH

836

DN

BP S GN R MP

835

(E) STORAGE (E) D220

836

(E) CLASSROOM (E) D223

S GN

852

D WY

837

(E) CLASSROOM (E) D222

850

S GN

855

8 44

1

SL

WV

848

(E) CLASSROOM (E) D217

1. 4'

DF CB

802

806 804

808

812 810

816 814

818

820

822

SL

824

WV

S ot rag e

x

Gat e

Gat e

Gat e

x

x

x

x

Gat e

E PB E PN L

V aul t

x

Gat e

829

x

S CO R ail

Gat e

x

U TC

S ut mp 1. 3'

x

x

x

START (E) ELEVATED CONC. WALKWAY .

EXSTING WALL TO REMAIN

DEMO (E) PLANTER

OPEN TO BELOW

x

TE N NI S

(E) CANOPY ABOVE, TYP.

OPEN TO B EL OW

OPEN TO B EL OW

x

x

E PB E lect ric P ull box

x

x

S wal e Gutt

x x

850 848 846 844

S wal e Gutt

er

x

x

S DC O

838

840

842

x E PB

U TC

852

x

C OU R TS

854

x TE N NI S

er

856

C OU R TS

828

D

LT

TE N NI S

Building 500

Gat e Gat e

x

x

Block Bu ilding

x x

x Gat e

x

TE N NI S

x

C OU R TS

D RN

Gat e

x

x

E PB

x

x

x

x

x

x

x

hc C at

WV P VI s

Gat e FD C

FD C

FH

H

S wal e Gutt

Basi n

827

826

x

x

Block Bu ilding

S CO

827 x er

B Ps

x

WV

Y D

EL EV.

S CO WV L T

x

S CO

CB

x

x

P IV

827 S CO S CO WV

x

GV S CO

S CO

S CO S DC O D ra in P VI FH FD C Y D

S DC O

R amp

LT

R amp WV

B Ps S DC O

x

S DMH

x

FD C

x

x

H

(E) ELEVATED CONC. WALKWAY

H

(E) AT GRADE COVERED CONC. WALKWAY

C OU R TS

x

(E) CLASSROOM (E) D114

TE N NI S

x

H

U TC

x

H

(E) CLASSROOM (E) D216

OPEN TO B EL OW

x

C OU R TS

x

(E) 1-HR RATED WALL TO REMAIN

WV

WV LT

A sphal t

S DMH

A sphal t

S CO

A sphal t

A sphal t CB

S MH

WV

CB

CB

CB

CB

E PB

E VLT

C OMMV

LT

x

U TI LI TY

I CV

I CV

x

LT

B lea chers

x

x B OOTH

x

I CV

WV

WV

x

WV

x

I CV

I CV s

x

82

7

827

x x

E (E) ELEVATED CONC. WALKWAY

OPEN TO BELOW (E) TEXTBOOK STORAGE (E) D204

(E) ELEVATED CONC. WALKWAY

E

D

D

(E) TEACHER'S PREP (E) D214

C

RESTROO M BUILDING

D Fs

825

LT

I CV

824 FA PB E PB

824

(E) STORAGE (E) D120

I CV

I CV

823 B ench LT Gat e I r i g. C ont

E PN L

Gat e

x x

x

x x

822

x

x

x

E

(E) LECTURE CLASSROOM (E) D102

(E) PRIVATE OFFICE (E) D108

rol P anel

E PN L B ench

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

LINE OF FLOOR ABOVE

UP (E) CLASSROOM (E) D112

825

D RN

(E) CLASSROOM (E) D113

OPEN TO ABOVE

6

826

I CV

E PB

(E) CORRIDOR (E) D119

(E) RESOURCE/STUDY AREA (E) D109

x

(E) CLASSROOM (E) D205

I CV

82

S GN LT

x

DN

(E) CLASSROOM (E) D118

(E) CANOPY ABOVE, TYP.

(E) CLASSROOM (E) D206 (E) CLASSROOM (E) D215

(E) CLASSROOM (E) D116

G

x

(E) TEACHER'S PREP (E) D202

(E) CLASSROOM (E) D221

G

x

G

E

C

M

N

(E) ELEVATED CONC. WALKWAY

DUCT SHAFT

D

M

ELEVATED CONC. WALKWAY ABOVE

826

G

N

808

H

N

838

1 / A2.02

EXISTING CMU WALL TO REMAIN

(E) CANOPY ABOVE, TYP.

839

1 / A2.03

P

812

K

P

H

START (E) AT GRADE CONC. WALKWAY .

L

P

(E) MEETING ROOM (E) D220 (E) CLASSROOM (E) D225

15.4 15 14.5 14

x

(E) CLASSROOM (E) D218

16

Legend:

(E) RESTROOM (E) D228

(E) CORRIDOR (E) D226

M

17 16.7

(E) RESTROOM (E) D229

(E) 2-HR RATED WALL TO REMAIN

DN

18

846

(E) CLASSROOM (E) D231

19

EP NL

(E) COMPUTER LAB (E) D232

20

810

(E) CLASSROOM (E) D233

21

(E) AT GRADE COVERED CONC. WALKWAY

N

Q

(E) STORAGE (E) D230

(E) BUILDING 400

P

OPEN TO BELOW

x

(E) AT GRADE ELEVATED CONC. WALKWAY

Q

(E) CONFERENCE ROOM (E) D238

D

(E) CLASSROOM (E) D236

Q.7

x

Q.7

(E) CLASSROOM (E) D235

R

START (E) ELEVATED CONC. WALKWAY

(E) CLASSROOM (E) D234

START (E) ELEVATED CONC. WALKWAY

.

R

J

15.4 15 14.5 14

(E) AT GRADE CONC. WALKWAY

(E) ROOF ABOVE, TYP.

S

16

(E) ELEVATED CONC. WALKWAY

21

(E) TEACHER PREP SPACE (E) D108

03-119136

APPL

(E) SHARED OFFICES (E) D108

D

(E) STORAGE (E) D108

ACS

(E) AT GRADE COVERED CONC. WALKWAY

C

FLS

SSS

DATE

File No.: 19-H52

C

Facility:

(E) STORAGE (E) D212

(E) TEXTBOOK STORAGE (E) D209

(E) TEXTBOOK STORAGE (E) D212

(E) CLASSROOM (E) D208

B.7

B.7 (E) CLASSROOM (E) D111

(E) CORRIDOR (E) D110

(E) CLASSROOM (E) D107

(E) CLASSROOM (E) D106

(E) CLASSROOM (E) D105

(E) CLASSROOM (E) D104

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

(E) WORK ROOM (E) D103

Project:

BUILDING 500 - MODERNIZATION

B

B (E) ROOF ABOVE, TYP.

(E) ELEVATED CONC. WALKWAY

A 20

19

18

B

17 16.7

16

Sheet Title:

(E) AT GRADE COVERED CONC. WALKWAY

A 21

B

(E) ROOF ABOVE, TYP.

15.4 15 14.5 14

A

DEMO PLANS OVERALL

A

21

20

19

18

17 16.7

16

N

15.4 15 14.5 14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

MAIN LEVEL - DEMO PLAN OVERALL

2

1/16" = 1'-0"

LOWER LEVEL - DEMO PLAN OVERALL

1

1/16" = 1'-0" Please Recycle

A2.00

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

19

10' - 0"

18

30' - 0"

30' - 0"

17

30' - 0"

16.7

16

10' - 0"

15.4

20' - 0"

15

30' - 0"

14.5

14

10' - 0"

10' - 0"

P

10' - 0"

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

EN

R

N

ST

N

LI C CHR I STO

3551005000

ELEVATED CONC. WALKWAY ABOVE

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

10' - 0"

P

IA

20

9 . 02 - 24- 1 R OF CA L I F O

N

21

ISSUE:

16' - 2"

M

2' - 6"

M

No.

Issued

Date

No.

Issued

Date

14' - 6"

02.26 02.31 25' - 0"

02.33

Keynotes:

5' - 9"

02.33

02.34

NO. 02.02

02.32

L

L

02.04 02.12

5' - 0"

OPEN TO ABOVE 02.26

02.33

K

NOTE - DETAIL REMOVE (E) SINK, CUT AND CAP ALL UTILITIES AS REQUIRED FOR NEW WORK REMOVE (E) CASEWORK DEMO (E) WALL FOR (N) DOOR, SEE PLAN AND DOOR SCHEDULE FOR SIZING DEMO (E) SLAB FOR NEW COLUMN PER STRUCTURAL (E) COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FURRING WHERE OCCURS. DEMO (E) PLANTER, INFILL TO MATCH ADJACENT CONCRETE PAVING (E) CMU WALL TO REMAIN & PROTECT IN PLACE DEMO (E) SLAB FOR ELEVATOR PIT SLAB DEMO (E) SLAB FOR ELEVATOR MECHANICAL ROOM SLAB (E) BENCH TO REMAIN & PROTECT IN PLACE (E) PLANTER TO REMAIN & PROTECT IN PLACE

02.17

K

02.24

02.33

UP 02.34

02.33 02.34

J

UP

10' - 0"

J

02.30 02.31 02.32

V.I.F. (E) OPENING

+/- 16' - 4"

20' - 0"

02.26

(E) AT GRADE COVERED CONC. WALKWAY 02.04 +/- 9' - 4" V.I.F. (E) OPENING

H

(E) CLASSROOM (E) D116

+/- 3' - 4" V.I.F. (E) OPENING

H

+/- 2' - 8" V.I.F. (E) OPENING

+/- 3' - 4" V.I.F. (E) OPENING

02.04

V.I.F. (E) OPENING

20' - 0"

G

(E) CLASSROOM (E) D114

+/- 22' - 8"

+/- 7' - 4" V.I.F. (E) OPENING

10' - 0"

02.24

+/- 6' - 4" V.I.F. (E) OPENING

G

(E) CLASSROOM (E) D118 (E) STORAGE (E) D101

02.30

(E) STORAGE D120

(E) CLASSROOM (E) D113

Legend:

EXISTING CMU WALL TO REMAIN

(E) CORRIDOR (E) D119 LINE OF FLOOR ABOVE

EXSTING WALL TO REMAIN

E

E

9' - 4"

02.04

(E) EXTERIOR WALKWAY DOORS TO REMAN & PROTECT IN PLACE

02.02

EXISTING DOOR TO BE DEMOLOSHED

OPEN TO ABOVE

02.17

EXISTING STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES @ INTERIOR COLUMNS ONLY. DEMO (E) LANDSCAPE / HARDSCAPE FOR ELEVATOR PIT

LINE OF FLOOR ABOVE

UP 02.04

02.12

Key Plan

D (E) TEACHER PREP SPACE (E) D108D

(E) SHARED OFFICES (E) D108B

(E) STORAGE (E) D108C

C

A

+/- 8" V.I.F. (E) OPENING

(E) CLASSROOM (E) D112

+/- 8' - 8" V.I.F. (E) OPENING

+/- 7' - 4" V.I.F. (E) OPENING

13' - 8"

10' - 0"

D

EXISTING WALL TO BE DEMOLISHED

(E) LECTURE CLASSROOM (E) D102

(E) PRIVATE OFFICE (E) D108A

(E) RESOURCE/STUDY AREA (E) D109

02.04

3' - 4"

20' - 0"

+/- 7' - 4" V.I.F. (E) OPENING

02.04

B

C

C LEVEL 1

02.04

V.I.F. (E) OPENING

+/- 26' - 4"

30' - 0"

B.7 (E) CLASSROOM (E) D111

(E) CORRIDOR (E) D110

(E) CLASSROOM (E) D107

(E) CLASSROOM (E) D106

(E) CLASSROOM (E) D105

(E) CLASSROOM (E) D104

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

WORKROOM (E) D103

03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 02.04

02.04

02.04

02.04

02.04

Facility:

B

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

B 10' - 0"

+/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

Project:

BUILDING 500 - MODERNIZATION +/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

+/- 3' - 8" V.I.F. (E) OPENING

A

A 10' - 0"

21

30' - 0"

20

30' - 0"

19

30' - 0"

18

30' - 0"

17

16.7

30' - 0"

16

10' - 0"

15.4

15

Sheet Title:

DEMO PLAN ENLARGED - LOWER LEVEL

10' - 0"

14.5

N

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO PLAN ENLARGED LOWER LEVEL

1

1/8" = 1'-0"

Please Recycle

A2.01

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

30' - 0"

16

15.4

30' - 0"

15

30' - 0"

14.5

3551005000

14

10' - 0"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

10' - 0"

TE

A

30' - 0"

16.7

NO. C-19759

EN

R

30' - 0"

17

ST

10' - 0"

18

IA

19

9 . 02 - 24- 1 R OF CA L I F O

N

20

LI C CHR I STO

21

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

11' - 0"

3' - 4"

+/- 3' - 4" V.I.F. (E) OPENING

+/- 6' - 0" V.I.F.

(E) AT GRADE CONC. WALKWAY

NO. 02.02

10' - 0"

+/- 17' - 4"

V.I.F. (E) OPENING

V.I.F.

10' - 0"

S +/- 15' - 4"

02.03

.

+/- 0' - 1 1/2" V.I.F.

START (E) ELEVATED CONC. WALKWAY

+/- 3' - 4" V.I.F. (E) OPENING

V.I.F.

OPEN TO BELOW

02.16

Q.7

02.35

30' - 0"

V.I.F.

21' - 0"

(E) PRIVATE OFFICE (E) D240

(E) COMPUTER LAB (E) D232

Date

Legend:

(E) RESTROOM (E) D229

02.02

(E) CLASSROOM (E) D231

Issued

Q

20' - 0"

V.I.F.

+/- 7' - 8"

EXISTING CMU WALL TO REMAIN

+/- 5' - 0" V.I.F. (E) OPENING

02.03

02.13

02.13

5' - 0"

1' - 0"

EXSTING WALL TO REMAIN

P

02.03

(E) RESTROOM (E) D228

02.13

EXISTING WALL TO BE DEMOLISHED 10' - 0"

20' - 0"

2' - 0"

+/- 5' - 0" V.I.F. (E) OPENING

(E) CONFERENCE ROOM (E) D238

(E) STORAGE (E) D230

(E) CLASSROOM (E) D233

10' - 0"

+/- 3' - 4" V.I.F. (E) OPENING

30' - 0"

(E) CLASSROOM (E) D236

(E) PRIVATE OFFICE (E) D239

+/- 0' - 8" V.I.F.

+/- 4' - 7 1/4" V.I.F. (E) OPENING

02.14 (E) WAITING AREA (E) D237

P

02.13

(E) CLASSROOM (E) D235

Q.7

Q

R

02.12

(E) CLASSROOM (E) D234

No.

NOTE - DETAIL REMOVE (E) SINK, CUT AND CAP ALL UTILITIES AS REQUIRED FOR NEW WORK REMOVE (E) WATER CLOSET, CUT AND CAP ALL UTILITIES AS REQUIRED FOR NEW WORK DEMO (E) WALL FOR (N) DOOR, SEE PLAN AND DOOR SCHEDULE FOR SIZING (E) SHEAR WALL TO REMAIN & PROTECT IN PLACE DEMO (E) WALL FOR 7'-0" PASS-THROUGH OPENING DEMO (E) SLAB FOR MECHANICAL SHAFT OPENING DEMO (E) RAILING AT ELEVATOR LANDING

02.12

R

Date

Keynotes:

S 02.12

Issued

EXISTING DOOR TO BE DEMOLOSHED

02.02

(E) COORIDOR (E) D226

(E) STAFF LOUNGE (E) D227

02.35

(E) PRIVATE OFFICE (E) D220

35' - 0"

A

LEVEL 2

K Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

25' - 0"

V.I.F.

(E) RESOURCE/STUDY (E) D219

V.I.F. (E) OPENING

+/- 7' - 4"

20' - 0"

+/- 24' - 0"

K

Key Plan

L

OPEN TO BELOW

5' - 0"

L

M (E) ELEVATED CONC. WALKWAY

(E) CLASSROOM (E) D224

9' - 6"

+/- 26' - 8"

25' - 0"

+/- 12' - 0" V.I.F. (E) OPENING

(E) CLASSROOM (E) D225

(E) CLASSROOM (E) D217

DEMO (E) LANDSCAPE / HARDSCAPE FOR ELEVATOR PIT

(E) MEETING ROOM (E) D220

(E) CLASSROOM (E) D218

EXISTING STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES @ INTERIOR COLUMNS ONLY.

(E) ELEVATED CONC. WALKWAY

5' - 0"

M

V.I.F. (E) OPENING

02.14

N

V.I.F.

10' - 0"

DN

+/- 9' - 0"

+/- 4 3/4" V.I.F.

N

ACS

EXISTING BUILDING 400

(E) CLASSROOM (E) D223

(E) STORAGE (E) D241

J

DN

(E) ELEVATED CONC. WALKWAY

FLS

SSS

DATE

File No.: 19-H52

J

Facility:

1 A2.03

1 A2.03

+/- 1 1/2" V.I.F.

(E) CLASSROOM (E) D222

03-119136

APPL

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION 10' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

10' - 0"

10' - 0"

Sheet Title:

21

20

19

18

17

16.7

16

15.4

15

14.5

DEMO PLAN ENLARGED - MAIN LEVEL - SECTOR A

14 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO PLAN ENLARGED - MAIN LEVEL - SECTOR A

1

1/8" = 1'-0"

Please Recycle

A2.02

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 02.04 02.12

21

20

19

18

17

16.7

16

15.4

15

14.5

14

NOTE - DETAIL REMOVE (E) CASEWORK DEMO (E) WALL FOR (N) DOOR, SEE PLAN AND DOOR SCHEDULE FOR SIZING DEMO (E) SLAB FOR MECHANICAL SHAFT OPENING DEMO (E) SLAB FOR 5"x12" UTILITY OPENING AT (N) STUDENT LAB STATION DEMO (E) SLAB FOR 6"x14" UTILITY OPENING AT (N) INSTRUCTOR LAB STATION (E) COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FURRING WHERE OCCURS.

02.16 02.20

1 A2.02

+/- 1 1/2" V.I.F.

1 A2.02

02.21

J

+/- 3' - 4" V.I.F. (E) OPENING

02.04

10' - 5 1/2"

02.12

7' - 6"

4' - 9"

7" 3' - 5"

4' - 7"

OPEN TO BELOW

(E) TEXTBOOK STORAGE (E) D204

02.24

5' - 0 1/2"

02.21

1' - 8 1/2"

4' - 3 1/2"

02.16

4' - 9" 1' - 0 1/2"

8' - 7"

(E) STORAGE (E) D211

(E) TEXTBOOK STORAGE (E) D212

02.21

02.21

1' - 8 1/2"

5' - 4" 9"

2' - 1 1/2"

5' - 5"

3' - 2"

20' - 0" 10' - 0"

C

1"

B

3' - 1 1/2"

B.7 (E) CLASSROOM (E) D208

02.21

(E) TEXTBOOK STORAGE (E) D209

LEVEL 2 Agency Approval:

20' - 0"

0' - 9 1/2"

02.21

Key Plan

10' - 0"

5' - 3 1/2" 5' - 2 1/2"

+/- 1 1/2" V.I.F.

1' - 0 1/2"

+/- 1 1/2" V.I.F.

12' - 6"

3' - 3 1/2"

10' - 7"

10' - 0"

5' - 2 1/2"

8' - 0"

9' - 6"

8' - 7"

02.20

DEMO (E) LANDSCAPE / HARDSCAPE FOR ELEVATOR PIT

D

02.20

8' - 3" 8' - 7"

02.20

2' - 2"

02.20

02.20

3' - 9 1/2"

3' - 11 3/8"

02.20

02.20

(E) ELEVATED CONC. WALKWAY

0' - 9 1/2"

3' - 3"

+/- 5' - 0" V.I.F. (E) OPENING

(E) TEACHER'S PREP (E) D214

8' - 0"

5' - 3 1/2"

3' - 2 1/2"

3' - 9 1/2"

5' - 4 1/2"

6' - 6"

+/- 7' - 8" V.I.F.

8' - 7"

8' - 4 1/2"

EXISTING DOOR TO BE DEMOLOSHED

EXISTING STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES @ INTERIOR COLUMNS ONLY.

7' - 7"

02.20

02.20

E

+/- 1' - 0" V.I.F.

8' - 7"

8' - 7"

+/- 3' - 4" V.I.F. (E) OPENING

6' - 10"

EXISTING WALL TO BE DEMOLISHED

+/- 5' - 0" V.I.F. (E) OPENING

1' - 9"

3' - 10"

02.16

7' - 9"

7' - 8 1/2"

+/- 5' - 0" V.I.F. (E) OPENING

(E) CLASSROOM (E) D215

5 1/2" 10' - 2"

EXSTING WALL TO REMAIN

20' - 0"

02.24

EXISTING CMU WALL TO REMAIN

+/- 1' - 0" V.I.F.

5 1/2" 1' - 9 3/8" 5' - 0 1/2"

(E) EXTERIOR WALKWAY DOORS TO REMAIN & PROTECT IN PLACE

+/ - 5' - 0" V.I.F. (E) OPENING

02.24

(E) CLASSROOM (E) D206

+/- 3' - 4" V.I.F. (E) OPENING

(E) ELEC (E) D203

+/- 1 1/2" V.I.F.

3' - 11"

DUCT SHAFT

(E) CLASSROOM (E) D205

1' - 1 1/2"

(E) CORRIDOR (E) D201

7' - 11"

3' - 10"

Legend:

4' - 8"

V.I.F. V.I.F.

6' - 4"

(E) CLASSROOM (E) D221

DN

C

10' - 0"

(E) TEACHER'S PREP (E) D202

02.20

3' - 9"

D

H 10' - 0"

+/- 9' - 0" V.I.F. (E) OPENING

+/- 7' - 8" V.I.F. (E) OPENING

G

8"

+/- 3' - 4" V.I.F. (E) OPENING

4' - 11"

EXISTING BUILDING 400

9' - 6" 3' - 10"

(E) ELEVATED CONC. WALKWAY

+/- 26' - 2" V.I.F.

02.20

E

(E) CLASSROOM (E) D223

2' - 3"

(E) RESOURCE/STUDY (E) D219

(E) CLASSROOM (E) D216

G

02.16

2' - 11 1/2"

H

(E) CLASSROOM (E) D222

J

DN

3' - 5 1/2"

+/- 5' - 0" V.I.F. (E) OPENING

(E) STORAGE (E) D241

02.24

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

B

File No.: 19-H52

B

Facility:

+/- 1 1/2" V.I.F.

+/- 5' - 0" V.I.F. (E) OPENING

+/- 7' - 4"

V.I.F.

V.I.F.

+/- 7' - 6" V.I.F.

+/- 5' - 0"

+/- 1 1/2" V.I.F.

(E) ELEVATED CONC. WALKWAY

V.I.F. (E) OPENING

+/- 5' - 0" V.I.F. (E) OPENING

+/- 5' - 0" V.I.F. (E) OPENING

10' - 0"

(E) ELEVATED CONC. WALKWAY

+/- 7' - 6"

+/- 5' - 0" V.I.F. (E) OPENING

A

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

A

Project:

BUILDING 500 - MODERNIZATION 10' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

10' - 0"

10' - 0"

Sheet Title:

21

20

19

18

17

16.7

16

15.4

15

14.5

DEMO PLAN ENLARGED - MAIN LEVEL - SECTOR B

14 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO PLAN ENLARGED - MAIN LEVEL - SECTOR B

1

1/8" = 1'-0"

Please Recycle

A2.03

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

No.

19

10' - 0"

9 . 02 - 24- 1 R OF CA L I F O

N

A

A6.10

20

TE

ISSUE:

2

21

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

18

30' - 0"

17

30' - 0"

16.7

30' - 0"

16

15.4

30' - 0"

15

30' - 0"

14.5 10' - 0"

Issued

Date

No.

Issued

Date

14 10' - 0" 1 A7.12

10' - 0"

P 10' - 0"

P LINE OF COVERED PASS BRIDGE ABOVE 10' - 0"

N

10' - 0"

N

(N) MODULAR ELEVATOR

M 4"

M

25' - 0"

25' - 0"

(E) BENCH

(E) BENCH (E) PLANTER

L

5' - 0"

L

4"

(E) BENCH

K

K

UP

1 / A2.11A

400 BUILDING

20' - 0"

(E) PLANTER ELEC. ROOM EQUIP. ROOM 5-001 5-015

1. 2. 3. 4. 5. 6.

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS REFER TO SHEETS A9.11 & A9.12 FOR DOOR & WINDOW SCHEDULES REFER TO SHEET A9.13 FOR WALL TYPES AND ASSEMBLIES REFER TO SHEET ID2.11 FOR SCHEDULE OF INTERIOR FINISHES, REFER TO A5.10 FOR SCHEDULE OF EXTERIOR FINISHES REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

4"

STORAGE JANITOR'S CLOSET 5-013 5-014

Notes:

25' - 0"

(E) BENCH

J

J

B-6

ALIGN

24' - 5"

C-4

C-4

C-3

A-6

BIOLOGY WORKROOM & COLLABORATION 6' - 10" 5-003 12' - 4"

20' - 0"

500 8 07 C

B-6

"

50

6' - 9 1/2"

5'

-9

04.04

-0

CL

05.01

-0

2'

0"

"

5-004B

14' - 9"

BIOLOGY LAB 1 5-004

BIOLOGY LAB 6 5-006

BIOLOGY LAB 5 5-007

B-6

B-6

SEE WALL TYPES, A9.13

A B C

C

22' - 3"

BIOLOGY LAB 7 5-005

C-4

5-007B

(E) AT GRADE COVERED CONC. WALKWAY

SEE WINDOW SCHEDULE, A9.12

Key Plan

D B

B-6

IW09

B

M IN -0

B-6

CL

4' -

"

CL

IW12

11' - 2"

.

1' - 7 1/4"

4'

W02

05 B

6' - 7"

500 6

C 500 4

CL

50

C-4

20' - 0"

14' - 0 3/4"

SEE DOOR SCHEDULE 1, A9.11

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

LEVEL 1

10' - 0"

4' - 1"

A101

E

7' - 8"

13' - 8"

NON-RATED WALL

--

2/ A5.11

B-6

IW09

1-HR FIRE RATED WALL

---

6' - 9 1/2"

B-6

EXISTING 1-HR FIRE RATED WALL TO REMAIN

BIOLOGY LAB 4 5-008

CL 11' - 0"

CL

IW10

9'

5' - 9" 2' - 4"

B-6

C LR .

2' - 6" 5' - 8" 10' - 5"

45°

B-6

IW09

"

(E) AT GRADE COVERED CONC. WALKWAY 2' - 0" 3' - 8" 5' - 4"

3' - 5" 4' - 1" 4' - 1"

C-2

45°

10' - 0"

11' - 11"

C-4

-3

30' - 0"

3' - 5" 4' - 4" 5' - 1 1/4" 8' - 4 3/4"

3'

B.7

11' - 11"

B-6

45°

02 B

UNISEX RR 5-011

3' - 5"

10' - 1"

50

6' - 8" 5' - 7" 5-010A

Agency Approval:

B.7

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

C-4

20' - 0" 2' - 0"

2' - 0"

3' - 8"

Facility: C-4

3' - 8"

B 2' - 0"

4/ A5.10

(E) AT GRADE COVERED CONC. WALKWAY

A

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

A

20

30' - 0"

19

30' - 0"

18

30' - 0"

1 / A2.11B

21

30' - 0"

1 / A2.11C

10' - 0"

SSS

DATE

10' - 0"

10' - 0"

3' - 8"

C-4

FLS

File No.: 19-H52

W02 5-007A

3' - 8"

W02

W02 5-006A

2' - 0"

C-4

5-005A

5-004A

B

W02

03-119136

APPL

B-6

ACS

C-4

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

2-HR FIRE RATED WALL B-6

45°

CL

5-011

1

C

9' - 3"

24' - 1"

4/ A5.11

20' - 0"

2' - 0"3' - 8"

3"

BIOLOGY LAB 3 5-010

5-010B

3'

B-6

45°

20' - 0"

5-002A

5-003B

UNISEX RR 5-012

OFFICE 7 5-009

B-6

EXISTING 2-HR FIRE RATED WALL TO REMAIN

1 / A2.11B

G

5-008A

B-6

IW09

C-2

EXISTING 2X6 WALL TO REMAIN

C-4

5-003A

D-4

5-009

A-6

W02

B-6

C-4

5-012

B-6

A6.10

D

5-013

BIOLOGY LAB 2 5-002

5-016

C-4

1 / A2.11C

4' - 4"

1' - 11"

F-6

5-014

G

1 / A2.11A

7' - 8"

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING CMU VENEER WALL TO REMAIN

H

W01

B-6

E

9' - 8"

B-6

2' - 1"

2B/ A5.10

EXISTING CMU WALL TO REMAIN

10' - 0"

5-017

VESTIBULE 5-016

A-6

ALIGN

ALIGN

FIRE RISER 5-017

5-001

(E) AT GRADE COVERED CONC. WALKWAY

6' - 11"

2' - 0" 2' - 0"

H 10' - 0"

C-4

10' - 0"

10' - 0"

C-4 5-015

Legend:

10' - 0"

UP

30' - 0"

10' - 0"

10' - 0"

Sheet Title:

17

16.7

16

15.4

15

14.5

REMODEL PLAN ENLARGED - LOWER LEVEL

14 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN ENLARGED - LOWER LEVEL

1

3/32" = 1'-0"

Please Recycle

A2.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

3551005000

17

EN

R

ST

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

18

9 . 02 - 24- 1 R OF CA L I F O

N

19

LI C CHR I STO

20

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 10.01 10.02 10.03 20 A10.10

20 A10.10

10.07 10.09 10.19 10.20 10.21 10.22 10.38

SIM

26.03

22.19 22.16

ELEC. ROOM 5-001 10.20 76 SF

EQUIP. ROOM 5-015 180 SF

22.10

22.18 22.14

21 A10.10

3' - 8"

FIRE RISER 5-017 22 SF

26.03

11.01 11.02 11.03 11.04 12.01 12.02 12.05

22.03

22.17

9 A10.10

3' - 8"

10.19

8 A10.10

22.20

20 A10.10

8 A10.10

SIM

SIM

7' - 9"

IN

7' - 9"

10' - 7"

.C TY LR P. .

10.02

JANITOR'S CLOSET 10 5-013 A10.10 59 SF TYP.

10.01

TYP.

TYP.

7' - 9"

6' - 0"

6' - 9"

18"

7' - 9"

5' - 5"

5' - 5"

TYP.

BIOLOGY LAB 3 5-010 1319 SF

22.03

10 A10.10

8' - 2"

8' - 4"

VESTIBULE 5-016 180 SF

UNISEX RR 5-012 62 SF

12.05

TYP.

TYP. OF 9

TYP.

22.17 22.18 22.19

10.19

22.20 26.03 12.01

10.20

10.01

18"

Legend:

TYP.

EXISTING CMU WALL TO REMAIN

TYP

7' - 9"

10.02

22.13 10.38

10' - 10"

22.08

12.01 22.08

1S/ A8.11

22.08

10.20

10.38

11.04

12" 22.12

BIOLOGY WORKROOM & COLLABORATION 5-003 13 1826 SF A10.60

13 A10.60

22.08

BIOLOGY WORKROOM & COLLABORATION 5-003 1826 SF

Key Plan

A

22.08

1N-A/ A8.12

LEVEL 1

12.01 13 A10.60

TYP.

11 A10.10

Agency Approval:

22.08

11.02

22.08

12.01

9'

ACS

/A 8. 13 12 10.19 "

18 "

C

10.19

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

12 "

SIM

22.13

2N/ A8.15

22.08

12.01 18 "

TYP.

12.01 TYP.

22.08

16 A10.10

22.08 1N/ A8.15

12.01

10.20

TYP.

12 A10.60 22.03

Project:

TYP. 12 A10.60

TYP.

1 1 A2.11C A2.11B

TYP. (ABOVE)

22.08

22.08

10.19

12 A10.60

18 "

10.19

BUILDING 500 - MODERNIZATION

18 "

22.08

SSS

DATE

12 "

10.19

8 A10.10

FLS

File No.: 19-H52

18 "

D

03-119136

APPL

1S W

13 A10.60

TYP.

1S/ A8.12

10.19

12 "

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

12 A10.60

-0

12.01

72" MIN. CLR.

TYP.

TYP.

10.07

12 A10.60

22.08

11.03

BELOW 11.01

12.01

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

18" 22.09

10.19

NON-RATED WALL

10.19

18 "

8 A10.10

2-HR FIRE RATED WALL

10.03

12 "

TYP. 12.01 22.08

1-HR FIRE RATED WALL

TYP.

10.20

10.19

10.21

13 A10.10

11

TYP.

2S/ A8.11

10.38

"M IN .

7' - 9"

UNISEX RR 5-011 62 SF

8' - 4"

12"

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 2-HR FIRE RATED WALL TO REMAIN

10.20

LR .

TYP.

8 A10.90

1W_/ A8.12

EXISTING 1-HR FIRE RATED WALL TO REMAIN

1E/ A8.12

12 A10.10

8' - 4"

2S E/ A8 .

18"

10' - 5"

TYP.

30°

. TYP

10.19

36" MIN. CLR

10.02

ADA STATION

TYP .

45°

1 A7.10

1W/ A8.12

22 A10.10

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING 2X6 WALL TO REMAIN

1N-B/ A8.12

ADA STATION

E

22.08

10.19

10.20

10.09

8' - 5"

10.19

14 A10.10

12"

12.02

OFFICE 7 5-009 90 SF

TYP. OF 9

36" MIN CLR

9' - 2"

12.02

10.20

10.19

12.01

CL OF ROOM

12.05

18"

CL OF ROOM

12.01

8 A10.10

18"

1E/ A8.11

TYP. (ABOVE)

22.13

22.01 22.03 22.08 22.09 22.10 22.12 22.13 22.14 22.16

10.20

TYP.

12.01

10.19

8 A10.10

36" MIN. CLR

12.01

10.38

12.08 21.01

TYP. (ABOVE)

2E/ A8.11

10.19

9' - 2"

12.01 12.01

SIM

22.01

10.19

10.01

1W/ A8.11

8' - 4"

8' - 5"

G

2N/ A8.11

8' - 4"

TYP .

30°

BIOLOGY LAB 2 5-002 1403 SF

5' - 0"

45° . TYP

10.03

22.09

5' - 5"

TYP.

10.22

12.08 10.02

36" MIN. CLR

36 "M

TYP. TYP. (ABOVE)

STORAGE 5-014 125 SF

12.08

1N/ A8.11

2W/ A8.11

21.01

22.09

36" MIN. CLR

H 12.01 12.01

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 FLOOR PRINTER, SEE SPECS GROW LAMP, N.I.C. ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 FIRE RISER ROOM SIGNAGE, REFER TO 8/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 CHEMICAL STORAGE REFRIGERATOR, SEE SPECS FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 DISHWASHER, SEE SPECS CASEWORK, SEE ELEVATION BIOLOGY STUDENT LAB STATION, REFER TO 2/A10.61 BIOLOGY INSTRUCTOR LAB STATION, REFER TO 1/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 FIRE SPRINKLER RISER - VERIFY LOCATION W/FIRE PROTECTION DRAWINGS MOP SINK, SEE PLUMBING DRAWINGS FLOOR DRAIN, SEE PLUMBING DRAWINGS ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 WATER HEATER, SEE PLUMBING DRAWINGS EYEWASH / DELUGE SHOWER, SEE 5/A10.90 EYEWASH, SEE 6/A10.90 AIR COMPRESSOR, SEE PLUMBING DRAWINGS DEIONIZED WATER SYSTEM, SEE PLUMBING DRAWINGS EXPANSION TANK, SEE PLUMBING DRAWINGS AIR VACUUM, SEE PLUMBING DRAWINGS DEIONIZED WATER STORAGE TANK, SEE PLUMBING DRAWINGS STERILIZER, SEE PLUMBING DRAWINGS ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS

Sheet Title: 12 "

REMODEL PLAN - LOWER LEVEL SECTOR A

TYP. 10.20

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - LOWER LEVEL SECTOR A

1

1/4" = 1'-0"

Please Recycle

A2.11A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

1 A2.11A

12.01 7' - 9"

TYP.

22.13

10.03

7' - 9"

10' - 10"

No.

TYP. (ABOVE)

IA

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

10.38 1N/ A8.13

TE

A

12"

22.03 12.01

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

10.20

ST

G

NO. C-19759

N

3551005000

10.19

SIM

LI C CHR I STO

8 A10.10

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

Issued

Date

No.

Issued

Date

10.02

TYP .

30°

1W/ A8.13

BIOLOGY LAB 4 5-008 1378 SF

ADA STATION Keynotes:

12.01

NO. 04.04 10.01 10.02 10.03

TYP. 7' - 9"

7' - 9"

6' - 0"

5' - 5"

9' - 2"

22.08

10.19 10.20 10.38

E

CL OF ROOM

NOTE - DETAIL CMU WALL INFILL. SEE 23/A10.10 MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 CASEWORK, SEE ELEVATION BIOLOGY STUDENT LAB STATION, REFER TO 2/A10.61 BIOLOGY INSTRUCTOR LAB STATION, REFER TO 1/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 FLOOR DRAIN, SEE PLUMBING DRAWINGS ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH, SEE 6/A10.90

12.05 12.02

11.02 12.01 12.02 12.05

9' - 2"

TYP. OF 9

22.08

12.08 22.03 22.08 22.09 22.13

30°

. TYP

1E/ A8.13

10.01

TYP. 11.02

13 A10.60

12.01

10.19

C

9'

-0

22.08

7' - 9"

1S W

"M IN LR . .

1 A2.11A

12 A10.60 7' - 9"

19 A10.10

/A 8. 13 12 10.19 "

TYP. (ABOVE)

10.02

10' - 10"

TYP. 12.01

12.01

1S/ A8.13

22.09

12.08

8 A10.10

12 A10.60

SIM

18 " 12 "

D

12.01

1N/ A8.14

22.08

TYP.

22.08 8' - 4"

7' - 8"

12 A10.60

10.19

10.19

18 "

8' - 9"

18 "

16 A10.10

10' - 6" 12 "

2N/ A8.13 7' - 9"

04.04

7' - 9"

12 A10.10

Legend:

10.20

TYP.

EXISTING CMU WALL TO REMAIN

C

EXISTING 1-HR FIRE RATED WALL TO REMAIN

1-HR FIRE RATED WALL

12.01 7' - 8"

6' - 0"

5' - 5"

5' - 5"

6' - 0"

7' - 9"

7' - 9"

CL OF ROOM

2W/ A8.13

1E/ A8.14

9' - 2"

9' - 4"

7' - 8"

12.05

12.02

ADA STATION

ADA STATION

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

Key Plan

B.7

B

9' - 4"

TYP.

36" MIN CLR

TYP. OF 9

TYP.

36" MIN CLR

9' - 2"

NON-RATED WALL

TYP. (ABOVE)

12.02

TYP. OF 9

1W/ A8.14

2-HR FIRE RATED WALL 12.01

CL OF ROOM

12.05

LEVEL 1 2E/ A8.13

BIOLOGY LAB 5 5-007 1382 SF

TYP .

30°

TYP.

BIOLOGY LAB 6 5-006 1406 SF

30°

10.01

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

10.02 8' - 4" 22.03

7' - 8"

8' - 9"

22.13 10.38

10.03

12.01

10.02 7' - 9"

TYP. 22.09

12.01

22.03 12.08

12.08

ACS

7' - 9"

TYP. TYP. (ABOVE)

22.13

2S/ A8.13 10.03

22.09

12.01 12.01

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

B 10.19

10.19

SIM

SSS

DATE

10.20

10.20

FLS

File No.: 19-H52

10.38

8 A10.10

03-119136

APPL

10' - 6"

TYP. (ABOVE) 1S/ A8.14

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 2-HR FIRE RATED WALL TO REMAIN

10.19

TYP.

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING 2X6 WALL TO REMAIN

12"

10.20

TYP .

TYP. (ABOVE)

30°

12.01

TYP. (ABOVE)

30°

TYP.

TYP.

22.08

. TYP

12.01

22.08

12.01 12.01 12 A10.60

8 A10.10

20 A10.10

SIM

SIM

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

REMODEL PLAN - LOWER LEVEL SECTOR B

1 A2.11C

17

16.7

16

15.4

15

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - LOWER LEVEL SECTOR B

1

1/4" = 1'-0"

Please Recycle

A2.11B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 10.01 10.02 10.03

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 CASEWORK, SEE ELEVATION BIOLOGY STUDENT LAB STATION, REFER TO 2/A10.61 BIOLOGY INSTRUCTOR LAB STATION, REFER TO 1/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 FLOOR DRAIN, SEE PLUMBING DRAWINGS ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH, SEE 6/A10.90

10.19 10.20 10.38 11.02 12.01 12.02

1S/ A8.12

22.08

22.08

10.19

11.02

12.08 22.03 22.08 22.09 22.13

13 A10.60

18 "

13 A10.60

1 A2.11A

1 A2.11A

12.05

D 10.19 8 A10.10

22.08

SIM

2N/ A8.15

22.13

22.08

12 A10.60

12 "

12 "

12.01

TYP.

7' - 9"

7' - 9"

18 "

10' - 9"

12.01 TYP. 8' - 9"

10.20

22.08

BIOLOGY LAB 1 5-004 1396 SF

1N/ A8.15

8' - 4"

12 A10.60 22.03

16 A10.10

22.08

7' - 8"

TYP. 10.02

12 A10.10

BIOLOGY LAB 7 5-005 1421 SF

10.02

12.01

TYP.

12.01

TYP. ABOVE

C

TYP .

6' - 0"

5' - 5"

5' - 5"

6' - 0"

7' - 8"

7' - 8"

Legend: 9' - 2"

7' - 9"

9' - 2"

7' - 9"

10.01

30°

10.20

10.01

. TYP

30°

10.19

EXISTING CMU WALL TO REMAIN EXISTING 2X6 WALL TO REMAIN EXISTING 1-HR FIRE RATED WALL TO REMAIN

CL OF ROOM

TYP. OF 9

2-HR FIRE RATED WALL

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

9' - 2"

TYP. OF 9

1-HR FIRE RATED WALL

B.7

NON-RATED WALL

TYP.

12.02

36" MIN CLR

12.02

TYP.

36" MIN CLR

9' - 2"

12.05

TYP. (ABOVE)

Key Plan

10.02

1E/ A8.15

1W/ A8.15

2E/ A8.15

2W/ A8.15

30°

30°

TYP.

TYP.

10.02 8' - 9"

TYP. (ABOVE) TYP. 12.01 12.01

7' - 9"

7' - 9"

7' - 8"

10' - 9"

2S/ A8.15 22.09

10.03

10.38

12.08

TYP.

12.01 12.01

12.08

TYP.

TYP. (ABOVE)

12.01

12.01

10.03

C

8' - 4"

TYP. (ABOVE)

22.13

12.01 22.03

10.38

LEVEL 1

TYP. 22.09

12.01

1S/ A8.15

10.20

Agency Approval:

10.20

10.19

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 2-HR FIRE RATED WALL TO REMAIN

12.05

CL OF ROOM

NEW SINK W/ 30x48 ADA CLEARANCE

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

10.19

ACS

20 A10.10

8 A10.10

8 A10.10

SIM

SIM

SIM

03-119136

APPL

B

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

A

Sheet Title:

REMODEL PLAN - LOWER LEVEL SECTOR C

1 A2.11B

20

19

18

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - LOWER LEVEL SECTOR C

1

1/4" = 1'-0"

Please Recycle

A2.11C

19 30' - 0"

17 16.7

30' - 0"

2

30' - 0"

20' - 0"

02.13

02.15

(E) CANOPY ABOVE, TYP.

5-120B

B-6

W04

W04

B-6

16' - 0"

19' - 9"

1 A7.11

DATA 5-116

W03

ELECTRICAL 5-115

-1 9'

IA

N

A B

72 " C MI LR N . .

B-6

ALIGN

2 A7.11

"

0"

08 C

-0

4' -

4'

19' - 9" 17' - 5"

C

2' - 8"

B

B-6

D

22' - 9"

LEVEL 2 Agency Approval:

C B-6 W05

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ACS

5-105B

30' - 0"

CHEMISTRY LAB 8 5-106

CHEMISTRY LAB 7 5-107

FLS

SSS

DATE

B.7

File No.: 19-H52 Facility:

CHEMISTRY LAB 6 5-108 20' - 0"

CHEMISTRY LAB 1 5-105

03-119136

APPL

10' - 0"

B-6

B-6

2/ A5.11

C W03

D

5-108B

W04

10' - 3"

Key Plan

E

5-109A

SEE WALL TYPES, A9.13

W03

B-6

19' - 9"

10' - 0"

A-6

D-4

1" 4'

-1

5"

(E) CANOPY ABOVE, TYP.

SEE WINDOW SCHEDULE, A9.12

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

10' - 0"

10' - 0"

B-6

--

SEE DOOR SCHEDULE 1, A9.11

10' - 0"

IW09

CL

FACULTY RESOURCE CENTER 5-109

UNISEX RR 5-110

51 06 C

16' - 9"

D

5-112B

510 7

C 510 5

3' -

B-6

51

---

20' - 0"

W01

2' - 9" 11' - 3"

11' - 3"

1' - 7" 5' - 7"

23' - 6"

0"

12' - 0"

5-104A

9' - 4"

13' - 10"

B-6

W03

A-6

B-6

04 C

5-109B

51

A-6 A-6

5-110

45°

OFFICE 5 5-112

02.24

A101

G

5-111

02.24

NON-RATED WALL

UNISEX RR 5-111

5' - 6"

5-132

E

STORAGE 5-113

C-4

D-4 9' - 9"

27' - 10"

04.04

5-112A

CHEMISTRY LAB 2 5-104

02.24

JANITOR'S CLOSET 5-132

7' - 2"

7' - 7"

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

J

H

5-113

B-6

W02

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 1-HR FIRE RATED WALL TO REMAIN

20' - 0"

3' - 3"

10' - 0"

5-114A

IW10

(E) CANOPY ABOVE, TYP.

2B/ A5.10

4' - 6"

02.24

19' - 9"

EXISTING 2-HR FIRE RATED WALL TO REMAIN

2-HR FIRE RATED WALL

1' - 9 1/2"

5-103A

5-104B

EXISTING 2X6 WALL TO REMAIN

1-HR FIRE RATED WALL B-6

CL

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING CMU VENEER WALL TO REMAIN

C-4

6' - 3"

IW09

3 A7.11

EXISTING CMU WALL TO REMAIN

K

400 BUILDING

C-4

B-6

Legend:

L

20' - 0"

7"

G

1' - 9 1/2"

LI C CHR I STO

25' - 0"

OPEN TO BELOW

5' - 0"

02 B

(E) ELEVATED CONC. WALKWAY

15' - 10"

CHEMISTRY LAB 5 5-119

510 3

2' - 9" 25' - 8" 3' - 5 1/2"

10' - 0"

04.04 08.02

2 A7.12

(N) MODULAR ELEVATOR

C-4

B

5' - 0" 20' - 0"

2' -

B-6

20' - 0"

02.15

M

PHYSICS WORKROOM 5-117

CL

20' - 0"

Date

ALIGN

5-119B

6' - 1 1/2"

" -7 2' 51

CHEMISTRY LAB 3 5-103

B.7

Issued

NOTE - DETAIL (E) SHEAR WALL TO REMAIN & PROTECT IN PLACE INFILL (E) OPENING TO MATCH & ALIGN WITH ADJACENT FINISH (E) COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FURRING WHERE OCCURS. CMU WALL INFILL. SEE 23/A10.10 PASS-THROUGH OPENING, SEE ELEVATION

10' - 0"

5-114B

B-6 5-102A

(E) ELEVATED CONC. WALKWAY

4' - 8"

5-118

11' - 9"

4/ A5.11

CHEMISTRY LAB 4 5-102

CL

A6.10

No.

10' - 0"

15' - 6" 5-117

5-119A

B-6

VESTIBULE 5-118

W01

9' - 0"

5' - 0"

10' - 0"

19' - 9"

IW11

1

9 . 02 - 24- 1 R OF CA L I F O

Keynotes:

P 02.15

EN

N

W07

1 / A2.21C

Date

NO. 02.13

B-6

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

W03

10' - 10"

9' - 4"

Project:

9' - 2"

1' - 9 1/2"

(E) ROOF ABOVE, TYP.

(E) ROOF ABOVE, TYP.

4/ A5.10

BUILDING 500 - MODERNIZATION

B 10' - 0"

W03

5-108A

W03

5-107A

1' - 9 1/2"

W03

5-106B

W03

5-106A

5-105A

B 10' - 0"

A

Sheet Title:

REMODEL PLAN ENLARGED - MAIN LEVEL

A

21

30' - 0"

20

30' - 0"

19

30' - 0"

18

30' - 0"

1 / A2.21D

10' - 0"

1 / A2.21C

1 / A2.21B

Issued

02.24

1' - 0"

5-101C

No.

Q

PHYSICS LAB 2 5-120

08.02

5-101A

OPEN TO BELOW

16' - 1"

16' - 1"

D

5' - 0"

02.15

C-4

25' - 0"

12 2

5-120A

CL

M

H

10' - 0"

. IW09

CL

02.15

W04

TE

NO. C-19759

ISSUE:

Q.7

11' - 8"

11' - 0"

IW09

PHYSICS LAB 1 5-101

5' - 9"

11' - 8"

19' - 9"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

5-

13' - 6" B-6

4' - 0" 5' - 9"

J

START (E) ELEVATED CONC. WALKWAY

B-6

02.13

C-4 B-6

P

K

03

B-6

PHYSICS WORKROOM & COLLABORATION SPACE 5-121

L

W

28' - 0"

SPECIAL EDUCATION CLASSROOM 5-125

W03

2' - 0 3/4"

A-6

9"

8' - 0" 7' - 7"

5' - 7" 4' - 0"

A-6

5-101B

20' - 0"

A-6

A-6

Q

10' - 0"

C-4

C-4

B-6

1 / A2.21B

W06

5-123B

VAULT 5-126

W03

"

3551005000

R

4' - 9"

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

6' - 0"

WORKROOM 5-127

-0

A

5-127

5-126

(E) CANOPY ABOVE, TYP.

R

W03

OFFICE 2 5-129

A RC H SED IT N E R R ICHA R E PH

ST

A-6

5-128

2' - 0"

1 / A2.21A

3'

5-123A

OFFICE 1 5-128

10' - 0"

S

(E) ROOF ABOVE, TYP.

2' - 9"

5-124

5-125

5-130B

C-4

C-4

7' - 2"

10' - 0"

1' - 11" 10' - 1"

3' - 7" 5' - 5"

A-6

5-129

10' - 0"

(E) AT GRADE CONC. WALKWAY

OFFICE 4 5-122

C-4 5-131

30' - 0"

7' - 9"

OFFICE 3 5-123

B-6

12' - 9"

A-6

N

30' - 0"

14

T E C AYLOR T D

5-130A

STORAGE 5-131

5' - 11"

14.5

.

UNISEX RR 5-124

CONFERENCE 5-130 5' - 4"

15

2A/ A5.10

04.04

S

Q.7

30' - 0"

A6.10

(E) ROOF ABOVE, TYP.

R

15.4

30' - 0"

2' - 8"

16

10' - 0"

10' - 0"

18

START (E) ELEVATED CONC. WALKWAY

20

20' - 3"

21

1 / A2.21A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

30' - 0"

10' - 0"

10' - 0"

N

17

16.7

16

15.4

15

14.5

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN ENLARGED - MAIN LEVEL

1

3/32" = 1'-0"

Please Recycle

A2.21

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

19

18

17

9 . 02 - 24- 1 R OF CA L I F O

N

TE

A

20

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE:

16.7

No.

Issued

Date

No.

Issued

Date

8 A10.10

SIM

10.19

04.04

S

S Keynotes: 10.20

NO. 02.36 04.04 10.01 10.02 10.03

10.02 10.01

10.19

R

22.12

3/ A8.21

CONFERENCE 5-130 250 SF

3 A7.10

12.01 10.02 _1N/ A8.21 1N E/ A

23 A10.10

23 A10.10

8. 21

10.19 04.04 10.19

10.19

10.19 10.20 10.38

R

10.19 10.20 10.01

10.38

10.39

10.19 12 "

5' - 5"

OFFICE 3 5-123 129 SF

1N/ A8.21

UNISEX RR 5-124 65 SF

10.02 10.19

SPECIAL EDUCATION CLASSROOM 5-125 959 SF

10.20

1W/ A8.21

10.19

10.20

WORKROOM 5-127 114 SF

ABOVE

VAULT 5-126 81 SF

18"

12.08

22.08

12.01

TYP.

22.09 22.12 22.13

12.01

TYP. (ABOVE)

3N/ A8.22

22.08

10.03

10.02 22.09

TYP. (ABOVE) TYP.

10.19

2/ A8.21

12.01

22.08

TYP. 12.01 (ABOVE)

12.01

12"

12.01

Q.7

10.03

14' - 0"

10.19

12.08 22.08

8 A10.10

12 A10.11

CL

OFFICE 2 5-129 186 SF

1E/ A8.21

Q.7

12.01 12.07

OFFICE 4 5-122 143 SF

12.07

OFFICE 1 5-128 198 SF

NOTE - DETAIL (E) DRINKING FOUNTAIN TO REMAIN CMU WALL INFILL. SEE 23/A10.10 MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 SURFACE MOUNTED FIRE EXTINGUISHER / BLANKET CABINET - SEE -/-CASEWORK, SEE ELEVATION PHYSICS INSTRUCTOR LAB STATION, REFER TO 2/A10.62 TEACHER PERSONAL CABINET, SEE 4/A10.62 ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 EYEWASH, SEE 6/A10.90

12.01

12.01

1S/ A8.21

22.08

TYP. (ABOVE)

22.13

12.01 TYP.

Legend: EXISTING CMU WALL TO REMAIN

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING 2X6 WALL TO REMAIN 22.09

EXISTING 1-HR FIRE RATED WALL TO REMAIN

10.38

5' - 0"

12.08 3 A10.11

Q

12.07

10.01

CL

10.02

10.03

1-HR FIRE RATED WALL 22.08

1N/ A8.22

2N/ A8.22

22.13

12.01

12.01

TYP.

TYP. (ABOVE)

2-HR FIRE RATED WALL

10.20

12.01

PHYSICS LAB 2 5-120 1554 SF

Key Plan 10.01

2E/ A8.22

2W/ A8.22

1E/ A8.22 1W/ A8.22

10.19

3E/ A8.22

TYP.

10.20

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

10.19

TYP.

3W/ A8.22

14' - 0"

NON-RATED WALL

Q

12.01 12 A10.10

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 2-HR FIRE RATED WALL TO REMAIN

A

12.07

CL PHYSICS WORKROOM & COLLABORATION SPACE 5-121 528 SF

PHYSICS LAB 1 5-101 1613 SF

12.01

02.36

LEVEL 2

P

5' - 0"

16' - 7"

P

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

SSS

D

ACS

10.19

03-119136

APPL

TYP. (ABOVE) TYP. 10.39

22.09

12.01

12.01

DATE

10.02 1S/ A8.22 22.08

10.19

22.08

3S/ A8.22

10.19

10.20

10.20

File No.: 19-H52 Facility:

12.08

10.20

12.01

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

7 A10.11

N 8 A10.11

8 A10.11

12.01

10.19

Project:

BUILDING 500 - MODERNIZATION

1 A2.21B

1 A2.21B

N 10.19

Sheet Title:

REMODEL PLAN - MAIN LEVEL SECTOR A 20

19

18

17

16.7

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - MAIN LEVEL SECTOR A

1

1/4" = 1'-0"

Please Recycle

A2.21A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

12.01

12.01

22.08

22.08

EN

9 . 02 - 24- 1 R OF CA L I F O

N

TE

A

22.09

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

10.39

ST

TYP. (ABOVE) TYP.

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

12.08 8 A10.11

12.01

ISSUE:

1 A2.21A

8 A10.11

7 A10.11

12.06

CL

5' - 0"

10.01

12.08

12.01

1N/ A8.23

ABOVE

22.12

12.01

10.19

1E/ A8.23

1W/ A8.23

1' - 5"

10' - 8 1/2"

2N/ A8.24 12.09

N

VESTIBULE 5-118 181 SF

10.20

NO. 07.05 10.01 10.02 10.03

10.38 10.19

8' - 7"

10.02

M

12.01

12.08

10.38

C LR IN

22.09

8' - 7"

2E/ A8.24

TY P.

"M

9' - 0"

12.01

TYP. 12.01 12.06

10.19

CL

11.02

ADA STATION

2W/ A8.24

8' - 7"

TYP.

10.39 11.01 11.02 11.03 12.01 12.03

CHEMISTRY LAB 5 5-119 1629 SF

36" MIN CLR 10.20 3N/ A8.23

10.20 10.19

10.01

12.06

TYP. 12.01

12 A10.60

TYP. (ABOVE)

10.19

12.01

7' - 10"

2S/ A8.24 22.08

10.38

TYP.

10.19

12.03

TYP.

TYP.

12.01

12.01

TYP.

NON-RATED WALL

8' - 7"

36" MIN CLR

12.03

TYP.

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES. 10.02

22.08

3W/ A8.23

8' - 7"

Key Plan

TYP. TYP. (ABOVE)

1E/ A8.24

1W/ A8.24

2-HR FIRE RATED WALL

TYP.

2S/ A8.23

DATA 5-116 82 SF

IN TY P.

"M 36

3S/ A8.23

26.05 26.05

11.02

12.01

26.04

10.19

ADA STATION

3 A10.11

10.03

TYP. 12.01

12.01

10.03

B

12.09

7' - 7"

7' - 7"

11.02 22.08

9 A10.11

11 A10.11

7' - 9 1/2"

ELECTRICAL 5-115 163 SF

4 A10.11

26.03

LEVEL 2 Agency Approval:

26.04

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

12"

ACS

16 A10.11

22.08 10.19

10.07

1 A2.21C

18" 11.03

FLS

SSS

DATE

H

File No.: 19-H52

10.19

Facility:

10.38

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

10.05

15.04

03-119136

APPL

26.03

TYP.

10.38

36" MIN CLR

1S/ A8.24

TYP. (ABOVE)

12.01

J

10.20 10.19

12.01

22.08 C LR

36" MIN CLR

8' - 7"

8' - 0"

8' - 7"

TYP.

22.12

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

1-HR FIRE RATED WALL

TYP. OF 9

36" MIN CLR

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING 2X6 WALL TO REMAIN

EXISTING 2-HR FIRE RATED WALL TO REMAIN

22.08

CHEMISTRY LAB 3 5-103 1689 SF

EXISTING CMU WALL TO REMAIN

EXISTING 1-HR FIRE RATED WALL TO REMAIN

8' - 7"

14' - 0" 12.01

Date

Legend:

TYP.

12 A10.10

36" MIN CLR

5' - 4"

12 A10.60

K

TYP. OF 9

N IG AL

6' - 1"

22.08

12.09

12.06

ADA STATION 8' - 7"

12 "

10.02

1N/ A8.24

22.09 22.12 26.03 26.04 26.05

2W/ A8.23

CL

5' - 0"

10.01

L

18 "

10.20 12.08

12.01 TYP.

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114 2429 SF

18 "

8 A10.10

15.04 22.08

10.20

12 "

22.08

3E/ A8.23

22.09 10.20

GN

TYP. 12.01 12.01 (ABOVE)

AL I

11.02

TYP. 12.01 (ABOVE)

12.01

12 A10.60

2E/ A8.23

TYP.

12.08 12.09

8' - 7"

TYP.

7' - 7"

8' - 7"

36" MIN CLR

7' - 7"

Issued

NOTE - DETAIL ROOF HATCH, SEE 6/A10.40 MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 CHEMICAL STORAGE CABINET, SEE SPECS FLOOR PRINTER, SEE SPECS ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 SURFACE MOUNTED FIRE EXTINGUISHER / BLANKET CABINET - SEE -/-CHEMICAL STORAGE REFRIGERATOR, SEE SPECS FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 CASEWORK, SEE ELEVATION CHEMISTRY STUDENT LAB STATION, REFER TO 1/A10.62. CHEMISTRY INSTRUCTOR LAB STATION, REFER TO 2/A10.62 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 DUCT SHAFT, SEE MECHANICAL ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS TRANSFORMER, SEE ELECTRICAL DRAWINGS SWITCHBOARD, SEE ELECTRICAL DRAWINGS

10.05 10.07 10.19 10.20 10.38

5' - 0"

TYP. 12.01 (ABOVE)

36

TYP. OF 9

10 A10.11

2N/ A8.23

12.01

22.12

12.01 TYP.

TYP.

36" MIN. CLR.

8' - 7"

10.20

TYP. (ABOVE)

12.01

TYP.

CHEMISTRY LAB 4 5-102 1764 SF

No.

Keynotes: 10.20

PHYSICS WORKROOM 5-117 412 SF

1S/ A8.23

12.03

Date

10.19

14' - 0"

12.01 12.01

Issued

07.05

10.03

10.02

No.

11.01

Project: 12.08

10.03

22.09

12.01

TYP. (ABOVE)

22.08 11.02

12.01 TYP.

22.08

5 A10.11

BUILDING 500 - MODERNIZATION

5 A10.11

Sheet Title:

REMODEL PLAN - MAIN LEVEL SECTOR B 20

19

18

17

16.7

DSA SUBMITTAL

N

Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - MAIN LEVEL SECTOR B

1

1/4" = 1'-0"

Please Recycle

A2.21B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

10.19

26.04

ADA STATION 10.38 11.02

22.08

5 A10.11

10.19

10.07

10.19

18"

22.08

12.01 TYP.

7' - 7"

22.09

1N/ A8.25

1E/ A8.25

10.19

10.20

8' - 7"

12 A10.10

8' - 7"

25

10.02 1S E/ A8 .

8' - 7"

E

10.21

11.01 11.02 11.03 11.04 12.01 12.03

22.12

TYP. TYP. (ABOVE)

4' - 10"

10' - 10"

TYP.

10.19

2S/ A8.25

12.01

22.09

11.02

12.01

12.01

5' - 10"

13 A10.60

1S/ A8.25

10.19 18 "

5' - 10" TYP

2N/ A8.26

36" MIN. CLR

10.03

3 A10.11

5' - 11"

18 "

8' - 7"

TYP.

10.01

10.19 12 "

36" MIN. CLR

CL

12.06

5' - 0"

10.20

Date

No.

Issued

Date

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 CHEMICAL STORAGE CABINET, SEE SPECS FLOOR PRINTER, SEE SPECS ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 CHEMICAL STORAGE REFRIGERATOR, SEE SPECS FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 DISHWASHER, SEE SPECS CASEWORK, SEE ELEVATION CHEMISTRY STUDENT LAB STATION, REFER TO 1/A10.62. CHEMISTRY INSTRUCTOR LAB STATION, REFER TO 2/A10.62 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 DUCT SHAFT, SEE MECHANICAL ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS TRANSFORMER, SEE ELECTRICAL DRAWINGS

10.05 10.07 10.19 10.20 10.21 10.38

(E) COLUMN

TYP.

10.19

Issued

NO. 10.01 10.02 10.03

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114 2429 SF

13 A10.60

12.03

12.06

9 . 02 - 24- 1 R OF CA L I F O

2E/ A8.25

C LR IN TY P.

"M 36

TYP.

TYP. OF 9

12.01

EN

Keynotes:

12.01

STORAGE 5-113 140 SF

12.09

TE

10.01

12.01

1W/ A8.25

CHEMISTRY LAB 2 5-104 1707 SF

No.

14 A10.11

TYP.

36" MIN CLR

8' - 7"

TYP.

CLR.

8' - 7"

36" MIN

10.20

NO. C-19759

ISSUE:

G

BELOW

36" MIN CLR 10.38

10.20

11.04

2W/ A8.25

22.12

10.19

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

7' - 9"

A

TYP. (ABOVE)

3551005000 2N/ A8.25

22.08

7' - 7"

11.01

R

11.02

11.03

IA

12.01

10.38

ST

22.09

A RC H SED IT N E R R ICHA R E PH

10.05

15.04

10.03

H

T E C AYLOR T D

3 A10.11

12.08

26.03

12"

16 A10.11

5 A10.11

22.08

9 A10.11

N

12.01

12.01

11 A10.11

1 A2.21B

1 A2.21B

10.03

TYP.

TYP. (ABOVE)

LI C CHR I STO

11.02

12.01

8' - 7"

12.08 12.09 15.04 22.08

10.02

1N/ A8.26

22.09 22.12 26.03 26.04

10.02

36" MIN. CLR TYP. 22.12

8' - 7"

1E/ A8.26

22.12

TYP. (ABOVE) "M IN .C TY LR P.

12.01

TYP. OF 9

12.09

Legend: EXISTING CMU WALL TO REMAIN

12.03

36" MIN. CLR

EXISTING 1-HR FIRE RATED WALL TO REMAIN

TYP

EXISTING 2-HR FIRE RATED WALL TO REMAIN

12.01

ALIGN TO COLUMN

C

ALIGN TO COLUMN

36" MIN. CLR

36" MIN. CLR

TYP.

TYP.

ABOVE 12.01

TYP. OF 9

10.20 8' - 7"

8' - 7"

8' - 7"

6' - 3"

8' - 7"

TYP. 12.01 (ABOVE)

5' - 0"

CL OF COLUMN

5' - 0"

2W/ A8.26

TYP. (ABOVE)

(E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

Key Plan

12.03

12"

10.19

NON-RATED WALL

1W/ A8.26

2E/ A8.26

7' - 0"

2-HR FIRE RATED WALL TYP.

36" MIN. CLR

7' - 7"

12.01 8' - 7"

12.06

12.01

CL

B.7

22.09

12.06

C CHEMISTRY LAB 8 5-106 1688 SF

CL

12.01

LEVEL 2

TYP.

2S W

10.01

TYP. (ABOVE) TYP.

/A 8. 26

10.38

12.08

12.08

11.02

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

13' - 8"

22.09

13' - 8"

11.02

CHEMISTRY LAB 1 5-105 1686 SF

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

1-HR FIRE RATED WALL

11.02

8' - 7"

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING 2X6 WALL TO REMAIN

12.09

36

TYP.

7' - 7"

12.01

D

12.01 12.01

03-119136

APPL ACS

1S/ A8.26 22.08

12"

TYP. (ABOVE) 10.03

12.01

22.08

12.01

10.38

SSS

DATE

12.01 TYP.

TYP.

FLS

File No.: 19-H52 Facility:

10.20

2S/ A8.26 22.08

10.20

22.08

10.20

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

10.20

10.19

Project:

10.19

10.19 3 A10.11

10.19 3 A10.11

BUILDING 500 - MODERNIZATION

B

Sheet Title:

20

19

18

REMODEL PLAN - MAIN LEVEL SECTOR C

1 A2.21D

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - MAIN LEVEL SECTOR C

1

1/4" = 1'-0"

Please Recycle

A2.21C

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

12" 16 A10.11

9 A10.11 10.19

10.19

10.38

3551005000

2 A7.10

10.20

G

14 A10.11 10.20

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

10.19

EN

R

04.05

ST

10.19

NO. C-19759

IA

LI C CHR I STO

15 A10.11

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

9 . 02 - 24- 1 R OF CA L I F O

N

18"

ISSUE:

10.20

UNISEX RR 5-111 50 SF

No.

Issued

Date

No.

Issued

Date

1W/ A8.27

STORAGE 5-113 140 SF 22.01

12.01 TYP.

22.03

22.08

JANITOR'S CLOSET 5-132 36 SF

10.21

TYP. TYP. (ABOVE) 12.01

13 A10.60

12.01

TYP. (ABOVE)

TYP.

5 A10.11

3S/ A8.27

12.01

12.01

5 A10.11 15.04

10.20

12 "

10.42 11.02 12.01 12.03

10.19

3 A10.11

1S/ A8.27

12.06

SIM

12.08 12.09

10.19 10.02

12 "

10.02

10.19 10.20 10.21 10.38

2N/ A8.27

36" MIN. CLR TYP.

15.04 22.01 22.03 22.08

10.38 18 "

5' - 10"

TYP.

36" MIN. CLR

10.19

1N/ A8.28

NOTE - DETAIL CMU VENEER WALL INFILL, SEE 6/A10.11 MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 RECESSED FIRE EXTINGUISHER CABINET FUME HOOD, SEE 3/A10.61 CASEWORK, SEE ELEVATION CHEMISTRY STUDENT LAB STATION, REFER TO 1/A10.62. CHEMISTRY INSTRUCTOR LAB STATION, REFER TO 2/A10.62 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 DUCT SHAFT, SEE MECHANICAL MOP SINK, SEE PLUMBING DRAWINGS FLOOR DRAIN, SEE PLUMBING DRAWINGS ACCESSIBLE COUNTER MOUNTED SINK, SEE 6/A10.60 COUNTER MOUNTED UTILITY SINK, SEE 5/A10.40 EYEWASH / DELUGE SHOWER, SEE 5/A10.90

10.42

SIM

10.02

10.20

15.04

18 "

NO. 04.05 10.01 10.02 10.03

TYP. (ABOVE) 12.01 5 A10.11

13 A10.11

Keynotes:

E

UNISEX RR 5-110 50 SF

4' - 10"

(E) COLUMN

11.02

FACULTY RESOURCE CENTER 5-109 802 SF

18"

OFFICE 5 5-112 393 SF

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114 2429 SF

1E/ A8.27

18"

10.19

22.09 22.12

36

7' - 7"

"M IN .C TY LR P.

10.20

22.12

8' - 7"

22.12

D

12.03

TYP. OF 9 12.01

36" MIN. CLR

Legend: EXISTING CMU WALL TO REMAIN

"M IN .C LR

TYP.

.

12.01

EXISTING 2X6 WALL TO REMAIN

8' - 7"

EXISTING 1-HR FIRE RATED WALL TO REMAIN

36

12.09

8' - 7"

12 A10.10 TYP.

8' - 7"

1-HR FIRE RATED WALL

TYP.

36" MIN. CLR

2W/ A8.27

1E/ A8.28

12.03

2-HR FIRE RATED WALL

C

CL OF COLUMN

TYP. OF 9

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 2-HR FIRE RATED WALL TO REMAIN

36" MIN. CLR 12.09

NEW SINK W/ 30x48 ADA CLEARANCE

NON-RATED WALL (E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

ALIGN TO COLUMN 8' - 7"

8' - 7"

Key Plan

8' - 7"

8' - 7"

4' - 9"

5' - 0"

2E/ A8.27

TYP.

5' - 0"

B.7

1W/ A8.28

22.09 12.06 11.02

CL

CHEMISTRY LAB 7 5-107 1609 SF

12.06

CL 11.02

D

CHEMISTRY LAB 6 5-108 1620 SF

11.02

LEVEL 2

10.03

22.08

1S/ A8.28

TYP. (ABOVE)

TYP. (ABOVE) TYP. 12.01 12.01 10.38 10.20

10.03

22.08

12.01

22.09

03-119136

APPL

2S/ A8.27

12.08

ACS

12.08

22.08

12.01

12.01

FLS

SSS

DATE

File No.: 19-H52

TYP. TYP. (ABOVE)

10.20 10.20

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

27

12.01 TYP.

10.01

2S E/ A8 .

TYP. (ABOVE)

10.01

11' - 7"

12.01

13' - 8"

Agency Approval:

Facility:

22.08

3 A10.11

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

10.19 3 A10.11

10.19

10.19

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

1 A2.21C

17

16.7

16

REMODEL PLAN - MAIN LEVEL SECTOR D

15.4 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL PLAN - MAIN LEVEL SECTOR D

1

1/4" = 1'-0"

Please Recycle

A2.21D

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

19

18

17

16.7

15.4

16

15

14.5

14

3551005000

Q.7

TE

A

Q.7

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

EN

R

R

ST

R

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

30' - 0"

Q

LI C CHR I STO

10' - 0"

S

T E C AYLOR T D

S

A RC H SED IT N E R R ICHA R E PH

IA

20

N

21

Q

Issued

Date

No.

Issued

Date

Keynotes:

NOTE - DETAIL

20' - 0"

NO.

P 10' - 0"

P

N 10' - 0"

N

M

25' - 0"

M

L

K

K

Legend:

CEILING TO BE DEMOLISHED

25' - 0"

L

(E) ACT 9' - 6"

J 10' - 0"

J

H

(E) CLASSROOM (E) D114

(E) STORAGE D120 (E) CLASSROOM (E) D116

(E) ACT 12' - 0"

(E) CLASSROOM (E) D118

G (E) STORAGE (E) D101 20' - 0"

G

10' - 0"

H

(E) CLASSROOM (E) D113

(E) CORRIDOR (E) D119

E

Key Plan

E (E) RESOURCE/STUDY AREA (E) D109

(E) LECTURE CLASSROOM (E) D102

(E) PRIVATE OFFICE (E) D108

A

21' - 0"

OPEN TO ABOVE

B C

D

D (E) TEACHER PREP SPACE (E) D108

(E) SHARED OFFICES (E) D108

(E) STORAGE (E) D108

LEVEL 1

9' - 0"

(E) CLASSROOM (E) D112

C

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

10' - 0"

C

Agency Approval:

03-119136

APPL ACS

B.7

FLS

SSS

DATE

File No.: 19-H52 (E) CORRIDOR (E) D110

(E) CLASSROOM (E) D107

(E) CLASSROOM (E) D106

(E) CLASSROOM (E) D105

(E) CLASSROOM (E) D104

WORKROOM (E) D103

Facility: 20' - 0"

(E) CLASSROOM (E) D111

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

B

BUILDING 500 - MODERNIZATION

10' - 0"

B

A

Sheet Title:

DEMO RCP OVERALL - LOWER LEVEL

A 10' - 0"

21

30' - 0"

20

30' - 0"

19

30' - 0"

18

30' - 0"

17

16.7

30' - 0"

16

10' - 0"

15.4

15

10' - 0"

14.5

N

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO RCP OVERALL - LOWER LEVEL

1

3/32" = 1'-0" Please Recycle

A3.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

2 A6.10

21

20

19

18

17

16.7

16

15.4

15

14.5

14 Legend

10' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

20' - 0"

10' - 0"

10' - 0"

10' - 0"

EXP. -

ELEC. ROOM 5-001

EQUIP. ROOM 5-015 GYP. 8' - 0"

J

EXP. -

GYP. 8' - 0"

GYP. 8' - 0"

10' - 0"

STORAGE JANITOR'S CLOSET UNISEX RR UNISEX RR 5-014 5-013 5-012 5-011

ACT1 9' - 0"

OS 10' - 0"

H

ACT1 9' - 0"

ACT1 9' - 0" VESTIBULE 5-016

FIRE RISER 5-017 EXP. -

(E)(E) PLASTER 9' - 6"

OFFICE 7 5-009

P

S

G

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD EXIT SIGN

CEILING AUDIO SPEAKER

S

LINEAR PENDANT LIGHT LINEAR RECESSED LED LIGHT

H

P

OS

LED TROFFER LIGHT 2x4

1 / A3.11B

S

ACT1 9' - 0"

EXHAUST FAN

Key Plan

S P

A B

D

C

10' - 0"

10' - 0"

D

S

S

C

S

S

(E)(E) PLASTER 9' - 6"

BIOLOGY LAB 1 5-004 ACT1 9' - 0"

Agency Approval:

10' - 0"

C

LEVEL 1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

B.7

P

ACS

20' - 0"

S

S

S

S

SSS

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

B (E)(E) PLASTER 9' - 6"

P

30' - 0"

BIOLOGY LAB 7 5-005

20

19

P

30' - 0"

ACT1 9' - 0"

18

1 / A3.11B

30' - 0"

1 / A3.11C

10' - 0"

P

10' - 0"

B

21

FLS DATE

P

A

03-119136

APPL

30' - 0"

1 / A3.11C

BIOLOGY WORKROOM & COLLABORATION 5-003

A6.10

10' - 0"

1 / A3.11A

9' - 0"

(E)(E) PLASTER 9' - 6"

20' - 0"

1

E

PACT1

OS

S

20' - 0"

E

ACCESS PANEL

24" x 24" RETURN GRILLE

BIOLOGY LAB 4 5-008

S

OCCUPANCY SENSOR

24" x 24" SUPPLY DIFFUSER

20' - 0"

20' - 0"

6" RECESSED CAN LIGHT BIOLOGY LAB 2 5-002

FACILITY PAGING SPEAKER

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

G

S

SHORT THROW PROJECTOR MOUNT

2X4 ACOUSTICAL CEILING TILE

J

BIOLOGY LAB 3 5-010

GYPSUM BOARD CEILING

2X2 ACOUSTICAL CEILING TILE

10' - 0"

EXP. -

10' - 0"

1 / A3.11A

20' - 0"

K 20' - 0"

K

30' - 0"

30' - 0"

BIOLOGY LAB 6 5-006

BIOLOGY LAB 5 5-007

ACT1 9' - 0"

ACT1 9' - 0"

17

16.7

16

10' - 0"

Project:

BUILDING 500 - MODERNIZATION

A

10' - 0"

Sheet Title:

REMODEL RCP OVERALL - LOWER LEVEL 15.4

15

14.5

14 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP OVERALL - LOWER LEVEL

1

3/32" = 1'-0"

Please Recycle

A3.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

21

20

19

18

17

EN

R

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

9 . 02 - 24- 1 R OF CA L I F O

N

K

ST

K

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

EQ

EQ

NO. 11.02

EXP. -

EXP. -

ELEC. ROOM 5-001

EQUIP. ROOM 5-015

J

NOTE - DETAIL FUME HOOD, SEE 3/A10.61

J EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

6' - 0"

OS

EXP. -

GYP. 8' - 0"

JANITOR'S CLOSET 5-013

STORAGE 5-014

Legend

ACT1 9' - 0"

BIOLOGY LAB 3 5-010

6' - 0"

H

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD

EQ 3' - 0"

EXIT SIGN

2X4 ACOUSTICAL CEILING TILE

3' - 0"

EQ

FIRE RISER 5-017

SHORT THROW PROJECTOR MOUNT

2X2 ACOUSTICAL CEILING TILE

H EQ

GYPSUM BOARD CEILING

S

EXP. -

LINEAR PENDANT LIGHT

OS

LINEAR RECESSED LED LIGHT

P EQ

OS

G S

G

1' - 0"

S

S

OS

EQ

EQ

FACILITY PAGING SPEAKER OCCUPANCY SENSOR FIRE ALARM

EXTERIOR CORRIDOR LIGHTS 6" RECESSED CAN LIGHT

EQ

P

S

OS

LED TROFFER LIGHT 2x4

1' - 0" 27 3/4" SEE SHEET NOTE #2

P

CEILING AUDIO SPEAKER

ACCESS PANEL

24" x 24" SUPPLY DIFFUSER EQ

24" x 24" RETURN GRILLE

P

BIOLOGY LAB 2 5-002

EXHAUST FAN EQ

"

EQ

UNISEX RR 5-012 GYP. 8' - 0"

1.

6' - 11" SEE SHEET NOTE #1

2' - 7" SEE SHEET NOTE #1

2' - 0"

2. 3. 4. 5. 6.

"

3' -

EQ

EQ

EQ

2' - 0"

7.

GYP. . 8' - 6" 5' -

E

0"

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES MIN. 4" BATT INSULATION TO BE INSTALLED ABOVE CEILINGS FOR SOUND ATTENUATION. REFER TO 10/10.90 REFER TO SHEETS A10.30, A10.31, A10.32 FOR TYPICAL A.C.T. CEILING DETAILS, REFER TO SHEET A10.33 FOR TYPICAL GYP. BOARD CEILING DETAILS

Key Plan

P2

2' - 0"

6"

S

OS

10

UNISEX RR 5-011

A10.32

P1

-6

9"

5

0 '-

P2

(E) PLASTER 9' - 6"

5' - 10" 3'

GYP. . 8' - 6"

2' - 0"

EQ

S

Notes:

A

2' - 9" SEE SHEET NOTE #1

13' - 0"

GYP. 8' - 0"

P1

5' - 8"

OS

S

SEE SHEET NOTE #2

E

EQ

S

9' - 7"

3' - 4" SEE SHEET NOTE #1

OS

3' - 2" SEE SHEET NOTE #1

OS

2' - 6" SEE SHEET NOTE #2

P

EQ

P

9"

ACT1 9' - 0"

SEE SHEET NOTE #1

10 8' - 8" 1' - 10" SEE SHEET NOTE #1

11' - 8"

4' - 6"

SEE SHEET NOTE #2

SEE SHEET NOTE #2 2' - 9" SEE SHEET NOTE #2

P

OS

A10.32

LEVEL 1

SEE SHEET NOTE #1

7' - 6"

11' - 1"

SEE SHEET NOTE #2

SEE SHEET NOTE #2

Agency Approval:

P

OS

P

OS

P

P

4' - 10" SEE SHEET NOTE #2

OS

OS

S

ACS

17' - 1" SEE SHEET NOTE #2

13' - 0"

6' - 0"

SEE SHEET NOTE #2

SEE SHEET NOTE #2

SEE SHEET NOTE #2

SEE SHEET NOTE #2

Facility:

11.02

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

D

Project:

BIOLOGY WORKROOM & COLLABORATION 5-003

BUILDING 500 - MODERNIZATION

Sheet Title:

ACT1 9' - 0"

19

SSS

DATE

21' - 8"

D

FLS

File No.: 19-H52

2' - 7"

20

03-119136

APPL

4' - 0" SEE SHEET NOTE #2

21

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1 1 A3.11C A3.11B

18

REMODEL RCP - LOWER LEVEL SECTOR A 17

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - LOWER LEVEL SECTOR A

1

1/4" = 1'-0"

Please Recycle

A3.11A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

16.7

16

ACT1 9' - 0"

VESTIBULE 5-016

OFFICE 7 5-009

15

14.5

P

G 3551005000

2' - 5 5/32" SEE SHEET NOTE #2

S

BIOLOGY LAB 4 5-008

P

P

BIOLOGY WORKROOM & COLLABORATION 5-003

GYP. . 8' - 6"

SH 1 EE ' - 5 T " SH 1 N O EE ' - 3 TE " T #1 N O TE #1

S

GYPSUM BOARD CEILING

SHORT THROW PROJECTOR MOUNT

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD

2X2 ACOUSTICAL CEILING TILE

EXIT SIGN

2X4 ACOUSTICAL CEILING TILE

10

S

A10.32

P2

LINEAR PENDANT LIGHT 1' - 10" SEE SHEET NOTE #1

8' - 2"

LINEAR RECESSED LED LIGHT

P

SEE SHEET NOTE #1 11.02

FACILITY PAGING SPEAKER OCCUPANCY SENSOR

SE E

OS

6" RECESSED CAN LIGHT

24" x 24" RETURN GRILLE

OS

9 1/2" SEE SHEET NOTE #1

3' - 2" SEE SHEET NOTE #1

3' - 2" SEE SHEET NOTE #1

ACCESS PANEL

24" x 24" SUPPLY DIFFUSER

GYP. . 8' - 6"

A10.32

7" SEE SHEET NOTE #1

S

10

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

P2

OS

1' - 10" SEE SHEET NOTE #1 6' - 1 1/2" SEE SHEET NOTE #1

A10.32

10 GYP. . 8' - 6"

S

CEILING AUDIO SPEAKER

#2

P1

P2

P1

1' - 10" SEE SHEET NOTE #1 5' - 11" SEE SHEET NOTE #1

C

OS

LED TROFFER LIGHT 2x4

D 4' SH -6 EE " T N O TE

D

Date

NOTE - DETAIL FUME HOOD, SEE 3/A10.61

SE E

SE E

Issued

E

P

S

P1

1 1 A3.11C A3.11A

OS

NO. 11.02

OS

ACT1 9' - 0"

OS

No.

Legend

0' - 10 15/32" SEE SHEET NOTE #1

OS

3' - 2 1/32" SEE SHEET NOTE #1

GYP. 8' - 6"

Date

Keynotes:

ACT1 9' - 0"

SEE SHEET NOTE #2

13' - 5"

OS

Issued

S

P3

SEE SHEET NOTE #2

4' - 1 11/16"

E

No.

1' - 0"

SEE SHEET NOTE #2

A

P

3' - 10"

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

OS OS

TE

NO. C-19759

EN

R

P

ST

OS

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

(E) PLASTER 9' - 6"

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

LI C CHR I STO

G

IA

ACT1 9' - 0"

15.4

N

17

S

C

S

EXHAUST FAN

Notes:

1.

2.

BIOLOGY LAB 5 5-007

P

P

3. 4. 5. 6.

ACT1 9' - 0"

B.7

B.7

P

7.

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES MIN. 4" BATT INSULATION TO BE INSTALLED ABOVE CEILINGS FOR SOUND ATTENUATION. REFER TO 10/10.90 REFER TO SHEETS A10.30, A10.31, A10.32 FOR TYPICAL A.C.T. CEILING DETAILS, REFER TO SHEET A10.33 FOR TYPICAL GYP. BOARD CEILING DETAILS

Key Plan

S

1' - 0"

S

B

OS

1' - 0"

S

OS

S LEVEL 1

OS

EQ

EQ

Agency Approval: EQ

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

EQ

03-119136

APPL ACS

B

File No.: 19-H52

EQ

BIOLOGY LAB 6 5-006

Facility:

ACT1 9' - 0"

OS

OS

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

P

Project:

EQ

(E) PLASTER 9' - 6"

EQ

EQ

BUILDING 500 - MODERNIZATION

A

Sheet Title:

A

REMODEL RCP - LOWER LEVEL SECTOR B

1 A3.11C

N

17

SSS

DATE

B

P

FLS

16.7

16

15.4

15

14.5

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - LOWER LEVEL SECTOR B

1

1/4" = 1'-0"

Please Recycle

A3.11B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

Legend

20

19

18 1 A3.11A

21

EQ

GYPSUM BOARD CEILING

SHORT THROW PROJECTOR MOUNT

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD

2X2 ACOUSTICAL CEILING TILE

EQ

D

EXIT SIGN

2X4 ACOUSTICAL CEILING TILE

D

S

-0

5'

"

GYP. 8' - 6"

S

(E) PLASTER 9' - 6"

-6

"

3'

-

-0

"

LINEAR RECESSED LED LIGHT

P

OS

LED TROFFER LIGHT 2x4

GYP. . 8' - 6"

6"

3' - 2" SEE SHEET NOTE #1

3'

3' - 2" SEE SHEET NOTE #1

OS

A10.32

3' - 4" SEE SHEET NOTE #1

S

A10.32

3' - 4" SEE SHEET NOTE #1

P1

9"

P2

C

9"

.

10

FACILITY PAGING SPEAKER

P2

OS

5'

10

LINEAR PENDANT LIGHT

1' - 10" SEE SHEET NOTE #1 8' - 8" SEE SHEET NOTE #1

P1

1' - 10" SEE SHEET NOTE #1 8' - 8" SEE SHEET NOTE #1

CEILING AUDIO SPEAKER

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

S

S

OS

6" RECESSED CAN LIGHT

C

OCCUPANCY SENSOR

ACCESS PANEL

24" x 24" SUPPLY DIFFUSER 24" x 24" RETURN GRILLE EXHAUST FAN

P

P

B.7

Notes:

B.7

BIOLOGY LAB 1 5-004

1.

ACT1 9' - 0"

2. BIOLOGY LAB 7 5-005

3. 4. 5. 6.

ACT1 9' - 0"

7.

P 1' - 0"

S

1' - 0"

S

S

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES MIN. 4" BATT INSULATION TO BE INSTALLED ABOVE CEILINGS FOR SOUND ATTENUATION. REFER TO 10/10.90 REFER TO SHEETS A10.30, A10.31, A10.32 FOR TYPICAL A.C.T. CEILING DETAILS, REFER TO SHEET A10.33 FOR TYPICAL GYP. BOARD CEILING DETAILS

S

Key Plan

OS

OS

C

OS

LEVEL 1

B

B EQ

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

OS

OS

P

(E) PLASTER 9' - 6"

OS

ACS

FLS

SSS

DATE

EQ

File No.: 19-H52 Facility:

A

A

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

21

20

19

18

1 A3.11B

Sheet Title:

REMODEL RCP - LOWER LEVEL SECTOR C N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - LOWER LEVEL SECTOR C

1

1/4" = 1'-0"

Please Recycle

A3.11C

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

19

18

17

16.7

16

15.4

15

14.5

14

3551005000

(E) WAITING AREA (E) D237

30' - 0"

A

Q.7 (E) CONFERENCE ROOM (E) D238

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

(E) CLASSROOM (E) D235

(E) CLASSROOM (E) D236

TE

NO. C-19759

EN

R

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

Q.7

ST

R (E) CLASSROOM (E) D234

LI C CHR I STO

10' - 0"

S

T E C AYLOR T D

S

A RC H SED IT N E R R ICHA R E PH

IA

20

N

21

No.

Issued

Date

No.

Issued

Date

(E) PRIVATE OFFICE (E) D239

(E) PRIVATE OFFICE (E) D240

Q

Q 20' - 0"

(E) STORAGE (E) D230

(E) CLASSROOM (E) D233

(E) RESTROOM (E) D229

(E) CLASSROOM (E) D231

P

P 10' - 0"

(E) RESTROOM (E) D228

N 10' - 0"

N (E) COMPUTER LAB (E) D232

(E) COORIDOR (E) D226

(E) STAFF LOUNGE (E) D227

M

M (E) MEETING ROOM (E) D220

25' - 0"

(E) CLASSROOM (E) D218

(E) CLASSROOM (E) D225

(E) CLASSROOM (E) D224

(E) PRIVATE OFFICE (E) D220

L

5' - 0"

L K

Keynotes:

K (E) RESOURCE/STUDY (E) D219

20' - 0"

(E) CLASSROOM (E) D217

(E) CLASSROOM (E) D222

(E) CLASSROOM (E) D223

J

J 10' - 0"

Legend:

H 10' - 0"

H

CEILING TO BE DEMOLISHED

(E) CLASSROOM (E) D216

G

G

(E) TEACHER'S PREP (E) D202

20' - 0"

(E) CLASSROOM (E) D221

(E) CORRIDOR (E) D201

Key Plan

A

(E) CLASSROOM (E) D205

(E) ELEC (E) D203

E

B

E 20' - 0"

(E) CLASSROOM (E) D215 (E) CLASSROOM (E) D206

C

D

(E) TEXTBOOK STORAGE (E) D204

D 10' - 0"

D

LEVEL 2

(E) TEACHER'S PREP (E) D214

Agency Approval:

C

C

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

B.7 30' - 0"

(E) TEXTBOOK STORAGE (E) D212

(E) TEXTBOOK STORAGE (E) D209

SSS

DATE

B.7 (E) STORAGE (E) D212

FLS

File No.: 19-H52

(E) CLASSROOM (E) D208

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

B 10' - 0"

B

Sheet Title:

A

DEMO RCP OVERALL - MAIN LEVEL

A 10' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

10' - 0"

10' - 0"

N

21

20

19

18

17

16.7

16

15.4

15

14.5

DSA SUBMITTAL

14 Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO RCP OVERALL - MAIN LEVEL

1

3/32" = 1'-0" Please Recycle

A3.20

1 / A3.21A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

ACT1 9' - 0"

ACT1 9' - 0"

CONFERENCE 5-130

OFFICE 2 5-129

19

18

ACT1 9' - 0" 2 A6.10

SPECIAL EDUCATION CLASSROOM 5-125

17

ACT1 9' - 0"

GYP. 9' - 0" UNISEX RR 5-124

OFFICE 3 5-123

ACT1 9' - 0" OFFICE 4 5-122

16.7

16

15.4

15

14.5

14

LI C CHR I STO

10' - 0"

S 3551005000

30' - 0"

Q.7 ACT1 9' - 0"

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

Q.7

VAULT 5-126

A

OFFICE 1 5-128

TE

NO. C-19759

EN

R

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R ACT1 9' - 0"

ST

R

T E C AYLOR T D

S

A RC H SED IT N E R R ICHA R E PH

IA

20

N

21

No.

Issued

Date

No.

Issued

Date

PHYSICS LAB 2 5-120

WORKROOM 5-127

ACT1 9' - 0"

ACT1 9' - 0"

Q

Q

Legend

20' - 0"

PHYSICS WORKROOM & COLLABORATION SPACE 5-121 PHYSICS LAB 1 5-101

ACT1 9' - 0"

ACT1 9' - 0"

P 10' - 0"

P N 1 / A3.21A

N 10' - 0"

1 / A3.21B

VESTIBULE 5-118

P

M

M PHYSICS WORKROOM 5-117

CHEMISTRY LAB 4 5-102 25' - 0"

ACT1 9' - 0"

ACT1 9' - 0"

S

CHEMISTRY LAB 5 5-119

5' - 0"

L K

L

20' - 0" 10' - 0"

ACT1 9' - 0"

LINEAR PENDANT LIGHT

EXP. ELECTRICAL 5-115 GYP. 8' - 0"

10' - 0"

OS

G

J

EXHAUST FAN

20' - 0"

Key Plan

FACULTY RESOURCE CENTER 5-109

OS

A

ACT1 9' - 0"

OS

JANITOR'S CLOSET 5-132

OS

OS

OS

OS

B

E

EXP. -

OS

20' - 0"

1

C

A6.10

10' - 0"

D

C

ACCESS PANEL

1 / A3.21D

S (E)(E) PLASTER 10' - 9"

D CHEMISTRY LAB 1 5-105

OCCUPANCY SENSOR

24" x 24" RETURN GRILLE

OS

S

E

FACILITY PAGING SPEAKER

24" x 24" SUPPLY DIFFUSER

G

OS

CEILING AUDIO SPEAKER

FIRE ALARM

6" RECESSED CAN LIGHT

UNISEX RR 5-110

OS

CHEMISTRY LAB 2 5-104

OS

EXTERIOR CORRIDOR LIGHTS

GYP. 8' - 0"

STORAGE OFFICE 5 UNISEX RR 5-113 5-112 5-111

P

LED TROFFER LIGHT 2x4

H OS

EXIT SIGN

LINEAR RECESSED LED LIGHT

EXP. -

ACT1 9' - 0"

RECESSED FIRE SPRINKLER HEAD

S

K

1 / A3.21B 1 / A3.21C

SEMI-RECESSED FIRE SPRINKLER HEAD

2X4 ACOUSTICAL CEILING TILE

S

OS

EXTERIOR PLASTER

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

DATA 5-116

J

SHORT THROW PROJECTOR MOUNT

2X2 ACOUSTICAL CEILING TILE

ACT1 9' - 0"

ACT1 9' - 0"

GYPSUM BOARD CEILING

ACT1 9' - 0"

CHEMISTRY LAB 3 5-103

H

Legend

OS

OS

Agency Approval:

C

OS S

LEVEL 2

(E)(E) PLASTER 10' - 9"

ACT1 9' - 0"

D

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

S ACS

OS

FLS

SSS

DATE

B.7 30' - 0"

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

OS

OS

A

10' - 0"

21

30' - 0"

20

(E)(E) PLASTER 10' - 9"

CHEMISTRY LAB 8 5-106

30' - 0"

19

ACT1 9' - 0"

18

OS CHEMISTRY LAB 6 5-108

ACT1 9' - 0"

ACT1 9' - 0"

17

16.7

BUILDING 500 - MODERNIZATION

B

CHEMISTRY LAB 7 5-107

30' - 0"

1 / A3.21C

10' - 0"

(E)(E) PLASTER 10' - 9"

OS

1 / A3.21D

B

30' - 0"

16

(E)(E) PLASTER 10' - 9"

30' - 0"

Sheet Title:

10' - 0"

15.4

15

10' - 0"

14.5

REMODEL RCP OVERALL - MAIN LEVEL

A 14

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP OVERALL - MAIN LEVEL

1

3/32" = 1'-0"

Please Recycle

A3.21

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

20

19

3551005000

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

S

Issued

Date

No.

Issued

Date

S (E) PLASTER -

ACT1 9' - 0"

SPECIAL EDUCATION CLASSROOM 5-125

OS

EQ

CL

GYP. 9' - 0"

ACT1 9' - 0"

ACT1 9' - 0"

UNISEX RR 5-124

OFFICE 3 5-123

OFFICE 4 5-122

Keynotes:

EQ

1' - 0"

R

R (E) PLASTER -

OS 7"

10

OS

P EQ

P

S

OS

EQ EQ

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD EXIT SIGN

2X4 ACOUSTICAL CEILING TILE

2' - 1" SEE SHEET NOTE #1

P

OS

SHORT THROW PROJECTOR MOUNT

2X2 ACOUSTICAL CEILING TILE

Q.7 S

GYPSUM BOARD CEILING

OS

P

P

4' - 4" SEE SHEET NOTE #1

ACT1 9' - 0"

OS

GYP. . 8' - 6"

OS OFFICE 1 5-128

EQ EQ

6"

2' - 0"

4' -

Legend

EQ

A10.32

8"

P2

3' -

2' - 0"

1' - 1" SEE SHEET NOTE #1 3' - 6" SEE SHEET NOTE #1

GYP. 8' - 0"

P1

STORAGE 5-131

Q.7

TE

A

(E) PLASTER -

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

OFFICE 2 5-129

A RC H SED IT N E R R ICHA R E PH

N

CONFERENCE 5-130

16.7 LI C CHR I STO

ACT1 9' - 0"

17

T E C AYLOR T D

ACT1 9' - 0"

18

S

LINEAR PENDANT LIGHT LINEAR RECESSED LED LIGHT

P

OS

LED TROFFER LIGHT 2x4

WORKROOM 5-127

OS

ACT1 9' - 0"

S

S

P

P

VAULT 5-126

6" RECESSED CAN LIGHT

PHYSICS LAB 2 5-120

OCCUPANCY SENSOR

ACCESS PANEL

24" x 24" SUPPLY DIFFUSER

ACT1 9' - 0"

ACT1 9' - 0"

FACILITY PAGING SPEAKER

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

OS

CEILING AUDIO SPEAKER

24" x 24" RETURN GRILLE 2" SEE SHEET NOTE #2 266 57/256"

EXHAUST FAN

297 135/256"

Notes:

Q

Q

S

10' - 4"

S

(E) PLASTER -

OS

OS

P2

24' - 3"

P

P1

S

S

P

OS

LEVEL 2 Agency Approval:

10 A10.32

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

0"

P SEE SHEET NOTE #1 1

OS

GYP. . 8' - 6"

" -0

5'

5'

-0 "

A10.32

P

1'

12' - 10"

10

12' - 10"

6'

P2

A

0"

OS

OS

6'

OS

SEE SHEET NOTE #1

-0 "

-0 "

P

SEE SHEET NOTE #2

1'

SEE SHEET NOTE #2

S

21' - 5"

S

GYP. 8' - 6"

SEE SHEET NOTE #1

.

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES

Key Plan

P

3' - 3"

ACT1 9' - 0"

2. 3. 4. 5.

PHYSICS LAB 1 5-101

P

1.

1' - 0"

3' - 3" SEE SHEET NOTE #1

OS

SEE SHEET NOTE #2

P

6' - 2"

12' - 6"

12' - 6"

6' - 2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

ACS

FLS

SSS

DATE

N

File No.: 19-H52

N

Facility:

1 A3.21B

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

PHYSICS WORKROOM & COLLABORATION SPACE 5-121

Project:

BUILDING 500 - MODERNIZATION

ACT1 9' - 0"

20

19

18

17

16.7

Sheet Title:

REMODEL RCP- MAIN LEVEL SECTOR A

DSA SUBMITTAL

N

Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - MAIN LEVEL SECTOR A

1

1/4" = 1'-0"

Please Recycle

A3.21A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

17 ACT1 9' - 0"

PHYSICS WORKROOM 5-117

VESTIBULE 5-118

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

N

Issued

Date

No.

Issued

Date

N 1' - 9 1/2" SEE SHEET NOTE #2

1' - 0"

1 A3.21A

TE

A

ACT1 9' - 0"

16.7

N

18

R

19

ST

20

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

OS

OS

P

P S

OS

S

Keynotes:

(E) PLASTER -

NO. 11.02

S

M

M 10' - 10"

OS

9"

SEE SHEET NOTE #1

P2 10

OS

-0 "

P1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

8' - 5"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

6' 0" 6' -

GYP. . 8' - 6"

LINEAR RECESSED LED LIGHT

P

P

S

S

P

FIRE ALARM

ACCESS PANEL

EXHAUST FAN

Notes:

1.

3. 4. 5.

6' - 9" 13' - 3"

SEE SHEET NOTE #2 2' - 2" SEE SHEET NOTE #2

P

SEE SHEET NOTE #1

8' - 9"

S 3' - 3"

S

SEE SHEET NOTE #1

S

ACT1 9' - 0"

GYP. 8' - 6"

OCCUPANCY SENSOR

24" x 24" RETURN GRILLE

P1 P2 EQ

.

CHEMISTRY LAB 3 5-103

OS

24" x 24" SUPPLY DIFFUSER

2.

0"

OS

FACILITY PAGING SPEAKER

6" RECESSED CAN LIGHT

K

6'

OS

CEILING AUDIO SPEAKER

P

LED TROFFER LIGHT 2x4

9"

A10.32

EXIT SIGN

LINEAR PENDANT LIGHT

OS

10

RECESSED FIRE SPRINKLER HEAD

S

S

L

6' - 2"

0"

K

8' - 5"

6'

1' - 0"

11.02

6' - 2"

SEMI-RECESSED FIRE SPRINKLER HEAD

EXTERIOR CORRIDOR LIGHTS

6'

L

EXTERIOR PLASTER

2X4 ACOUSTICAL CEILING TILE

S SEE SHEET NOTE #1

2' - 9"

A10.32

OS

11.02

SEE SHEET NOTE #1

6'

-0 "

OS

SHORT THROW PROJECTOR MOUNT

2X2 ACOUSTICAL CEILING TILE

A10.32

8' - 1"

OS

3" SEE SHEET NOTE #2

18' - 7"

9"

S

SEE SHEET NOTE #2

S

8' - 9"

S

GYP. 8' - 6"

7' - 4"

.

SEE SHEET NOTE #1

3' - 3"

P

SEE SHEET NOTE #1

ACT1 9' - 0"

SEE SHEET NOTE #2

OS

P2

10

17' - 7"

1' - 7" SEE SHEET NOTE #2

P

GYPSUM BOARD CEILING

0"

P1

CHEMISTRY LAB 4 5-102

Legend

5' - 0"

SEE SHEET NOTE #1

P

NOTE - DETAIL FUME HOOD, SEE 3/A10.61

CHEMISTRY LAB 5 5-119

P

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES

Key Plan

ACT1 9' - 0"

S

OS

B

J LEVEL 2 EQ

4' - 5"

EQ

OS

S

(E) PLASTER . -

OS

DATA 5-116

S OS

11.02

EXP. -

EQ

S

7' - 0"

EQ

EQ

EQ

OS

P

Agency Approval:

ELECTRICAL 5-115 EXP. -

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

OS

03-119136

APPL ACS

(E) PLASTER -

EQ

J

SEE SHEET NOTE #2

7' - 7 1/2"

OS

FLS

SSS

DATE

File No.: 19-H52

H

H

Facility:

11.02

1 A3.21C

1 A3.21C

OS

OS

11.02

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

10" SEE SHEET NOTE #2

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

20

19

18

ACT1 9' - 0"

Sheet Title:

17

REMODEL RCP- MAIN LEVEL SECTOR B

16.7 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - MAIN LEVEL SECTOR B

1

1/4" = 1'-0"

Please Recycle

A3.21B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

19

1 A3.21B

20

18

17

11.02

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

OS

A RC H SED IT N E R R ICHA R E PH

ACT1 9' - 0"

3551005000

15' - 0"

S

10

E OS

OS

GYP. 8' - 6"

OS

STORAGE 5-113

OS

Issued

NO. 11.02 15.04

ACT1 9' - 0"

Date

No.

Issued

NOTE - DETAIL FUME HOOD, SEE 3/A10.61 DUCT SHAFT, SEE MECHANICAL

E ALIGN GYP. SOFFIT TO CORNER OF WALL

OS

GYPSUM BOARD CEILING

SHORT THROW PROJECTOR MOUNT

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD

2X2 ACOUSTICAL CEILING TILE

OS

EXIT SIGN

7'

2X4 ACOUSTICAL CEILING TILE S

4' - 5"

13' - 6 1/4"

22' - 2 1/4"

SEE SHEET NOTE #2

SEE SHEET NOTE #2

SEE SHEET NOTE #2

LINEAR PENDANT LIGHT

#2

5'

7' - 0"

SH 4 EE ' - 4 T " N O TE

6' - 5"

6" RECESSED CAN LIGHT

10

OS

S

P

OS

-6

"

6' - 3"

OS

11.02

SEE SHEET NOTE #1

6' - 8"

A10.32

P2

6'

-

S

0"

6'

EXHAUST FAN

OS

OS

P

Notes:

1.

2. 3. 4. 5.

C 1' - 0"

S

ACCESS PANEL

24" x 24" RETURN GRILLE

GYP. . 8' - 6"

" -0

C CHEMISTRY LAB 1 5-105

OCCUPANCY SENSOR

24" x 24" SUPPLY DIFFUSER

S

D

SEE SHEET NOTE #1

S

4'

P1

6' - 2"

"

P2

-0

SEE SHEET NOTE #1

6' - 11"

P1 6'

D

SEE SHEET NOTE #1

9"

10 A10.32

FACILITY PAGING SPEAKER

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

SEE SHEET NOTE #1 GYP. 3' - 8" SEE SHEET NOTE #1 . 8' - 6"

OS

CEILING AUDIO SPEAKER

SEE SHEET NOTE #1 SEE SHEET NOTE #1 9"

9' - 4"

P

LED TROFFER LIGHT 2x4

3' - 3 1/2"

SE E

SEE SHEET NOTE #1

LINEAR RECESSED LED LIGHT

11.02

SE E

-0

"

10

SH '7" EE T N O TE

#2

OS

Date

Legend

P1 -0

9 . 02 - 24- 1 R OF CA L I F O

Keynotes:

P

"

(E) PLASTER . -

OS

A10.32

P2

EN

P3

SEE SHEET NOTE #1

7'

S

S

S

-0

"

4' - 8"

9"

GYP. . 8' - 6"

SEE SHEET NOTE #1

P

6' - 5"

P

TE

NO. C-19759

ISSUE:

ALIGN GYP. SOFFIT TO CORNER OF WALL

No.

4' - 11 1/2"

EQ EQ

G

P

SEE SHEET NOTE #1

S

S

4' - 0 1/2" SEE SHEET NOTE #1

ACT1 9' - 0"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

A

CHEMISTRY LAB 2 5-104

OS

OS

R

OS

SEE SHEET NOTE #2

ACT1 9' - 0"

ST

G

SEE SHEET NOTE #2

3' - 2"

T E C AYLOR T D

10" SEE SHEET NOTE #2

IA

15.04

N

OS

11.02

LI C CHR I STO

OS

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES

1' - 0"

S

S

Key Plan

S

ACT1 9' - 0"

CHEMISTRY LAB 8 5-106 ACT1 9' - 0"

C S

OS

P

S

OS OS

S

11.02

P

11.02

LEVEL 2

S

S

OS

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

S

03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52

EQ EQ

Facility: (E) PLASTER -

B

OS

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

OS

B

Project:

BUILDING 500 - MODERNIZATION

(E) PLASTER . -

30' - 0"

20

30' - 0"

19

Sheet Title:

30' - 0"

18

REMODEL RCP- MAIN LEVEL SECTOR C

17 1 A3.21D

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - MAIN LEVEL SECTOR C

1

1/4" = 1'-0"

Please Recycle

A3.21C

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

16

GYP. 8' - 0"

GYP. 8' - 0"

OFFICE 5 5-112

JANITOR'S CLOSET 5-132

UNISEX RR 5-111

UNISEX RR 5-110

A RC H SED IT N E R R ICHA R E PH

(E) PLASTER -

3551005000

EQ

2' - 0"

No.

EQ

2' - 0"

FACULTY RESOURCE CENTER 5-109

NO. 11.02 15.04

P

EQ

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

E

EQ

2' - 0"

Issued

OS

GYPSUM BOARD CEILING

SHORT THROW PROJECTOR MOUNT

EXTERIOR PLASTER

SEMI-RECESSED FIRE SPRINKLER HEAD RECESSED FIRE SPRINKLER HEAD

2X2 ACOUSTICAL CEILING TILE

6' - 6"

OS

EXIT SIGN

2X4 ACOUSTICAL CEILING TILE

P

OS

LINEAR PENDANT LIGHT LINEAR RECESSED LED LIGHT

15.04

SEE SHEET NOTE #2 #2

SEE SHEET NOTE #1

SH EE 4" T N O TE

SEE SHEET NOTE #1

9"

P1

6'

P2

GYP. . 8' - 6"

OS

10 A10.32

0"

4' -

OS

6" RECESSED CAN LIGHT

(E) PLASTER . -

P2

6' -

0"

FACILITY PAGING SPEAKER OCCUPANCY SENSOR

4'

S

ACCESS PANEL

24" x 24" SUPPLY DIFFUSER

S

0"

24" x 24" RETURN GRILLE GYP. . 8' - 6"

0"

FIRE ALARM

EXTERIOR CORRIDOR LIGHTS

A10.32

P1

S

OS

LED TROFFER LIGHT 2x4

3' - 2"

10

S

P

SEE SHEET NOTE #1 SEE SHEET NOTE #1

SE E

6' - 5"

6' - 6"

9"

3' - 3"

CEILING AUDIO SPEAKER

S

15.04

13' - 7" 11.02

Date

Legend

SEE SHEET NOTE #2 SEE SHEET NOTE #2

ACT1 9' - 0"

D

No.

NOTE - DETAIL FUME HOOD, SEE 3/A10.61 DUCT SHAFT, SEE MECHANICAL

EQ

EQ EQ

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

EQ

Date

Keynotes:

ACT1 9' - 0"

P

EQ

Issued

OS

OS

E

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

6" GYP. HEADER

EQ

TE

A

EQ

EN

R

G EQ

ST

G

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

EXP. -

15

T E C AYLOR T D

ACT1 9' - 0"

15.4

N

16.7

LI C CHR I STO

17

OS

D

OS

EXHAUST FAN

Notes:

S

OS

6' - 2" SEE SHEET NOTE #1

6' - 1" SEE SHEET NOTE #1 5' - 11" SEE SHEET NOTE #1

P

C

1.

S

P

2. 3. 4. 5.

OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS ALL CEILING DEVICES SHALL BE MOUNTED AT CENTER OF CEILING TILE REFER TO SHEET ID2.11 FOR PROJECT SCHEDULE OF FINISHES

C Key Plan

S

S

OS

B.7 11.02

11.02

11.02

D

P

P OS

OS

S

S

OS

OS

LEVEL 2 Agency Approval:

S

S

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

1' - 0"

FLS

SSS

1' - 0" DATE

File No.: 19-H52 Facility:

OS

B

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

B

(E) PLASTER . -

CHEMISTRY LAB 7 5-107

Project:

BUILDING 500 - MODERNIZATION

CHEMISTRY LAB 6 5-108 ACT1 9' - 0"

ACT1 9' - 0"

1 A3.21C

EQ EQ

OS

(E) PLASTER -

30' - 0"

17

16.7

Sheet Title: 30' - 0"

16

REMODEL RCP- MAIN LEVEL SECTOR D 15.4

15

DSA SUBMITTAL

N

Date:

08/13/18

Client Project No: 3551005000

Sheet:

REMODEL RCP - MAIN LEVEL SECTOR D

1

1/4" = 1'-0"

Please Recycle

A3.21D

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

21

20

19

18

17

16.7

16

15.4

15

14.5

14

02.01

A RC H SED IT N E R R ICHA R E PH

02.01 02.09

Q.7

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

EN

R

R

02.05

ST

R

NO. C-19759

IA

3551005000

9 . 02 - 24- 1 R OF CA L I F O

N

02.01

LI C CHR I STO

S

T E C AYLOR T D

S

ISSUE:

Q.7

No.

Issued

Date

No.

Issued

Date

02.01

02.05

02.11

Q

Q

Keynotes:

02.05

NO. 02.01 02.05 02.06 02.07

02.06 02.05

02.08

02.23

02.01

P

P

02.08

N

02.09 02.11 02.18

NOTE - DETAIL (E) PARAPET REMOVE & REPLACE (E) COMPOSITE ROOFING REMOVE (E) R.T.U., SEE MECHANICAL REMOVE (E) TRANSFORMER & BREAKER PLATFORM (E) TILE ROOFING TO REMAIN & PROTECT IN PLACE REMOVE (E) EXHAUST FAN (E) GUTTER TO REMAIN & PROTECT IN PLACE REMOVE (E) R.T.U., SEE STRUCTURAL DRAWINGS FOR ROOF INFILL FRAMING. SEE DETAIL 1/A10.40 FOR ROOF INFILL ASSEMBLY. DEMO (E) ROOF FOR MECHANICAL OPENINGS. SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE DETAIL 1/A10.40 FOR ASSEMBLY. (E) ROOF DRAIN TO REMAIN

02.09 02.23

N 02.06

M

02.19

M

02.23

Notes: 02.01

02.01

02.11

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1.) HAVE BEEN IDENTIFIED AND 2.) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

02.05 02.23

L

L

K

K 02.06

02.06

02.05 02.08

J

DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

J 02.01

H

H

02.01

G

G

Key Plan

02.23 02.06

02.23

02.01

02.09

A

02.05

02.08 02.01

E

B

E 02.07

1' - 4 1/2"

02.11

D

D 02.05

02.05 1' - 6"

9' - 1 1/2"

02.11

Agency Approval:

C

02.01 02.23

D LEVEL 2

1' - 9" 15' - 10"

17' - 1"

C

C

02.08

02.19

5' - 7"

02.01

02.18

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

02.06

03-119136

APPL

02.01 ACS

B.7

B.7

FLS

SSS

DATE

File No.: 19-H52 02.01

Facility:

02.01 02.05

02.05

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

B

B 02.01

02.08

02.11

BUILDING 500 - MODERNIZATION

02.01

Sheet Title:

A

DEMO ROOF PLAN

A

21

20

19

18

17

16.7

16

15.4

15

14.5

N

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DEMO ROOF PLAN

1

3/32" = 1'-0" Please Recycle

A4.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

21

20

19

18

17

16.7

16

15.4

15

14.5

14

2 A6.10

(E) 20' - 6" T.O. PARAPET V.I.F.

COVERED WALKWAY

(E) SLOPE W/ (E) ROOFING

3551005000

2' - 6"

02.28

(E) 15' - 0" T.O.P. V.I.F.

Q.7

(E) 12' - 0" T.O.P. V.I.F.

(E) 12' - 0" T.O.P. V.I.F.

(E) 13' - 0 3/4" T.O.P. V.I.F.

(E) 14' - 0 1/2" T.O.P. V.I.F.

(E) ROOF DRAIN IN GUTTER

15.02

02.28

(E) SLOPE

ISSUE:

Q.7

No.

(E) SLOPE

Q

Q (E) 15' - 6" T.O.PARAPET V.I.F.

02.10

NO. 02.10 02.11 02.27

22.02

(E) SLOPE

A10.40

P

15.01

15.06

N

N (E) COVERED WALKWAY

2' - 6"

M

15.05 15.06

M

2' - 6"

15.03

(E) 12' - 0" T.O.P. V.I.F.

07.02 07.05 15.01 15.02 15.03

(E) 13' - 0 3/4" T.O.P. V.I.F.

07.05

22.02

6"

(E) 12' - 0" T.O.P. V.I.F.

(E) SLOPE RIDGE

No.

Issued

Date

NOTE - DETAIL (E) SCUPPER, SEE 9/A10.40 (E) GUTTER TO REMAIN & PROTECT IN PLACE (E) ROOF OPENING TO REMAIN & PROTECT IN PLACE (E) PITCH POCKET TO REMAIN & PROTECT IN PLACE, SEE 11/A10.40 2x2 ROOF PAVERS ROOF HATCH, SEE 6/A10.40 R.T.U., SEE MECHANICAL EXHAUST FAN, SEE MECHANICAL FUME HOOD EXHAUST, SEE MECHANICAL. SEE 4/A10.40 FOR BRACING. SEE 5/A10.40 FOR FLASHING AT EQUIPMENT CURB. SPLIT SYSTEM COOLING, SEE MECHANICAL MECHANICAL DUCT, SEE MECHANICAL DRAWINGS. SEE 4/A10.40 FOR BRACING. (E) ROOF DRAIN, SEE 13/A10.40

02.28

(E) 12' - 0" T.O.P. V.I.F.

Date

Keynotes:

5

P

Issued

(E) 20' - 6" T.O. PARAPET V.I.F.

(E) SLOPE W/ (E) ROOFING

(E) 20 - 6" T.O. PARAPET V.I.F.

9 . 02 - 24- 1 R OF CA L I F O

(E) 15' - 6" T.O. PARAPET V.I.F.

02.11

(E) SLOPE

A

02.28

TE

NO. C-19759

EN

R

(E) 15' - 6" T.O.PARAPET V.I.F.

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

02.10

ST

R

2' - 6"

LI C CHR I STO

S

T E C AYLOR T D

S

A RC H SED IT N E R R ICHA R E PH

IA

(E) 15' - 6" T.O. PARAPET V.I.F.

N

(E) 12' - 0" T.O.P. V.I.F.

22.02

(E) 15' - 0" T.O.P. V.I.F. 3 15.01

Legend:

A10.40

(E) SLOPE

5

15.03

A10.40

(E) TILE ROOF TO REMAIN / PROTECT IN PLACE

(E) ROOF DRAIN IN GUTTER

22.02

L

L OPEN TO BELOW

K (E) 12' - 0" T.O.P. V.I.F.

(N) 2x2 ROOF PAVERS

K

02.11

(E) SLOPE

(E) SLOPE

5

1. 4.

02.27

A10.40

6"

Notes:

(E) 12' - 0" T.O.P. V.I.F.

J

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS REFER TO SHEET A10.40 FOR TYPICAL ROOFING DETAILS

J 3

15.01

A10.40

(E) 12' - 0" T.O.P. V.I.F.

15.03

H (E) SLOPE W/ (E) ROOFING

(E) ROOF DRAIN IN GUTTER

(E) 12' - 0" T.O.P. V.I.F.

15.03

G

(E) 12' - 0" T.O.P. V.I.F.

15.05 5

15.01

Y

(E) SLOPE

E

15.02

07.02

(E) 13' - 0" T.O.P. V.I.F. 15.03

(E) 15' - 0" T.O.P. V.I.F.

(E) RIDGE

15.03 22.02

3 A10.40

15.03

D

LEVEL 2

(E) SLOPE (E) 15' - 0" T.O.P. V.I.F.

Agency Approval: 15.03

C

5

15.01

ACS

B.7

DATE

(E) SLOPE

Project:

2' - 0"

(E) SLOPE

(E) SLOPE

02.11

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

BUILDING 500 - MODERNIZATION

B

02.10

Sheet Title:

ROOF PLAN

A (E) 12' - 0" T.O.P. V.I.F.

(E) 12' - 0" T.O.P. V.I.F.

(E) 20' - 6" T.O. PARAPET V.I.F.

(E) 12' - 0" T.O.P. V.I.F.

(E) 15' - 6" T.O. PARAPET V.I.F.

N

20

SSS

File No.: 19-H52

(E) 13' - 7" T.O.P. V.I.F.

A

21

FLS

A10.40

Facility:

02.10

(E) 12' - 0" T.O.P. V.I.F.

03-119136

APPL

B (E) 15' - 6" T.O. PARAPET V.I.F.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

(E) 20' - 6" T.O. PARAPET V.I.F.

G ID R (E ) (E) 13' - 7" T.O.P. V.I.F.

D

02.11

E

B.7

(E) SLOPE

WARPED AREA

(E) 12' - 0" T.O.P. V.I.F.

C

A10.40

15.01

(E) SLOPE

(E) ROOF DRAIN IN GUTTER

15.03

A10.40

3

15.03

B

02.10

5

(E) RIDGE

1

D

A E

(E) 13' - 0 T.O.P. V.I.F.

A6.10

Key Plan

(E) 20' - 6" T.O. PARAPET V.I.F.

3/ " 4

(E) SLOPE

G

2' - 6"

22.02

(E) 20' - 6" T.O. PARAPET V.I.F.

22.02

15.03

VA LL E

(E) 14' - 0 1/2" T.O.P. V.I.F.

(E) SLOPE W/ (E) ROOFING

15.05

A10.40

02.11

C

(E) COVERED WALKWAY

(E )

H

(E) 15' - 6" T.O. PARAPET V.I.F.

(E) 13' - 0 3/4" T.O.P. V.I.F.

19

18

17

16.7

16

15.4

15

14.5

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

ROOF PLAN

1

3/32" = 1'-0" Please Recycle

A4.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

(E) GLULAM BEAM

(E) TILE ROOF (E) GLULAM BEAM (E) PLASTER

W03

W03

5-106A

5-106B

W03

5-107A

5-108A

EXTERIOR CORRIDOR

(E) GLULAM BEAM (E) COLUMN HIDDEN FOR CLARITY, TYP.

3551005000

(E) PLASTER CP

W02

W02

W02

5-005A

5-006A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

W02

W02

W02

5-007A

No. 09.06

09.06

NO. C-19759

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

EXTERIOR CORRIDOR

09.06

TE

A

5-004A

W02

CP

R

W02

CP

ST

CP

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

IA

W03

5-105A

W03

LI C CHR I STO

EXTERIOR RAILING HIDDEN FOR CLARITY

N

(E) PLASTER

Issued

Date

No.

Issued

Date

09.06

REMODEL EXTERIOR ELEVATION SOUTH

4

1/8" = 1'-0" Keynotes:

NO. 04.04 04.05 09.06

(E) GLULAM BEAM

NOTE - DETAIL CMU WALL INFILL. SEE 23/A10.10 CMU VENEER WALL INFILL, SEE 6/A10.11 INFILL W/ PLASTER, SEE 17/A10.11

(E) TILE ROOF (E) GLULAM BEAM (E) PLASTER

Exterior Schedule of Finishes:

(E) PLASTER

04 21 15 CMU VENEER MANUFACTURER: ANGELUS STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR CMU VENEER INFILL WALL

CMUV

EXTERIOR RAILING HIDDEN FOR CLARITY

04 22 00 CMU BLOCK MANUFACTURER: N/A STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR CMU BLOCK INFILL WALL

CMU

(E) GLULAM BEAM (E) PLASTER

09 24 00 CEMENT PLASTER MANUFACTURER: LA HABRA STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR PLASTER INFILL WALL

CP

09 90 00 PAINT

DEMO EXTERIOR ELEVATION SOUTH

3

P7

MANUFACTURER: PPG STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR PLASTER INFILL WALL

P8

MANUFACTURER: PPG STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR EXTERIOR METAL RAILING

05 XX XX METAL RAILING MANUFACTURER: CUSTOM STYLE: MATCH EXISTING COLOR: MATCH EXISTING NOTE: FOR SECOND FLOOR METAL GUARDRAIL

MR

1/8" = 1'-0"

Legend:

(E) CMU WALL

(E) TILE ROOF (E) PLASTER

CMUV

(E) PLASTER

04.05 W06

W03

W06

W06

5-123A

5-124

MALL BEYOND 5-122

EXTERIOR CORRIDOR

5-125

5-130A

5-112A

5-109B

04.04

04.04

CMU

CMU

MALL BEYOND W01

EXTERIOR CORRIDOR

5-008A

5-009

5-016

REMODEL EXTERIOR ELEVATION NORTH AT MALL

2B

REMODEL EXTERIOR ELEVATION NORTH

1/8" = 1'-0"

2A

1/8" = 1'-0"

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

(E) PLASTER

FLS

SSS

DATE

File No.: 19-H52

(E) PLASTER DEMO FOR NEW DOOR

DEMO FOR NEW DOOR

DEMO FOR NEW DOOR

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

MALL BEYOND EXTERIOR CORRIDOR

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

EXTERIOR ELEVATIONS

MALL BEYOND EXTERIOR CORRIDOR

DSA SUBMITTAL Date:

DEMO EXTERIOR ELEVATION NORTH AT MALL

1B

1/8" = 1'-0"

DEMO EXTERIOR ELEVATION NORTH

1A

1/8" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A5.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

(E) GLULAM BEAM

(E) GLULAM BEAM

(E) TILE ROOF

(E) TILE ROOF (E) GLULAM BEAM

(E) PLASTER CP

EXTERIOR RAILING HIDDEN FOR CLARITY

W03

W03

5-128

5-101B

5-101A

W07

5-102A

5-103A

W02

5-104B

W03

5-105B

5-104A

(E) GLULAM BEAM 09.06

CP

CP

W02

5-002A

5-003B

W02

(E) COLUMN HIDDEN FOR CLARITY TYP.

09.06

Issued

No.

Issued

Date

4

1/8" = 1'-0"

Keynotes:

NO. 04.04 09.06

(E) GLULAM BEAM

(E) TILE ROOF

Date

09.06

REMODEL EXTERIOR ELEVATION WEST (E) GLULAM BEAM

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

5-004B

No.

09.06

A

5-017

TE

NO. C-19759

EN

R

5-001

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

W02

W02

ST

CP

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

IA

W03

LI C CHR I STO

W03

N

W03

NOTE - DETAIL CMU WALL INFILL. SEE 23/A10.10 INFILL W/ PLASTER, SEE 17/A10.11

(E) TILE ROOF Legend:

(E) GLULAM BEAM

(E) PLASTER

(E) CMU WALL EXTERIOR RAILING HIDDEN FOR CLARITY

(E) TILE ROOF

(E) GLULAM BEAM

DEMO FOR NEW DOOR

(E) COLUMN HIDDEN FOR CLARITY TYP.

DEMO EXTERIOR ELEVATION WEST

(E) TILE ROOF

(E) TILE ROOF

(E) PLASTER

(E) PLASTER

(E) PLASTER CP

CP

W01

09.06

W03

EXTERIOR RAILING HIDDEN FOR CLARITY

W04 W05

W04

5-108B

09.06

3

1/8" = 1'-0"

W04

5-114A

5-109A

W01

5-120A

W04

EXTERIOR RAILING HIDDEN FOR CLARITY

5-118

(E) COLUMN HIDDEN FOR CLARITY, TYP.

04.04 CMU

REMODEL EXTERIOR ELEVATION EAST

2

1/8" = 1'-0"

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

(E) TILE ROOF

(E) TILE ROOF ACS

(E) PLASTER

(E) PLASTER

(E) PLASTER

FLS

SSS

DATE

File No.: 19-H52

EXTERIOR RAILING HIDDEN FOR CLARITY

Facility:

EXTERIOR RAILING HIDDEN FOR CLARITY

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

EXTERIOR ELEVATIONS

DSA SUBMITTAL Date:

DEMO EXTERIOR ELEVATION EAST

1

1/8" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A5.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

1 A6.10

Keynotes:

S

R

Q.7

Q

P

02.01

N

M

L

15.01

SPECIAL EDUCATION CLASSROOM 5-125 959 SF

PHYSICS LAB 1 5-101 1613 SF

15.03

K

J

H

15.01

G

15.01

CHEMISTRY LAB 4 5-102 1764 SF

E

15.01 15.03

D

15.03

B.7

15.01

B

A

NO. 02.01 15.01 15.03

NOTE - DETAIL (E) PARAPET R.T.U., SEE MECHANICAL FUME HOOD EXHAUST, SEE MECHANICAL. SEE 4/A10.40 FOR BRACING. SEE 5/A10.40 FOR FLASHING AT EQUIPMENT CURB.

15.03

CHEMISTRY LAB 1 5-105 1686 SF

CHEMISTRY LAB 2 5-104 1707 SF

CHEMISTRY LAB 3 5-103 1689 SF

C

TOP OF PARAPET 35' - 6"

TOP OF COLUMN 27' - 0"

SECOND FLOOR 15' - 0"

FIRST FLOOR 0' - 0"

BIOLOGY WORKROOM & COLLABORATION 5-003 1826 SF

BIOLOGY LAB 2 5-002 1403 SF

BIOLOGY LAB 1 5-004 1396 SF

LONGITUDINAL SECTION

2

1/8" = 1'-0"

21

20

19

18

17

16.7

16

15.4

15

14.5

14

2 A6.10

15.03

CHEMISTRY LAB 2 5-104 1707 SF

15.01

15.01

15.03

CHEMISTRY LAB 8 5-106 1688 SF

15.01

02.01

15.03

CHEMISTRY LAB 7 5-107 1609 SF

CHEMISTRY LAB 6 5-108 1620 SF

TOP OF PARAPET 35' - 6"

Agency Approval:

TOP OF COLUMN 27' - 0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52

SECOND FLOOR 15' - 0"

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION FIRST FLOOR 0' - 0"

Sheet Title:

BUILDING SECTIONS BIOLOGY WORKROOM & COLLABORATION 5-003 1826 SF

BIOLOGY WORKROOM & COLLABORATION 5-003 1826 SF

DSA SUBMITTAL

BIOLOGY LAB 4 5-008 1378 SF

Date:

LATERAL SECTION

1

1/8" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A6.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

CLR

- 0"

1' - 6"

3551005000

ALIGN

Date

No.

IA

N

Issued

Date

2' - 0" 3A/ A7.10

Keynotes:

22.04

10.10

22.05

22.04

22.04

ø 5' -

10.11

10.10

10.10

E

CTB1

5-110 3C

5-110 3D

5-111 3E

5-111 3F

5-111 3G

22.03

3C/ A7.10

5-111 3H 22.04

E UNISEX RR 5-110 50 SF

10.13

10.14

10.10

10.13

NOTE - DETAIL GRAB BAR, SEE 4/A10.70 & 2/A10.70 SOAP DISPENSER, SEE 4/A10.70 PAPER TOWEL DISPENSER & WASTE RECEPTACLE, SEE 4/A10.70 RECESSED TOILET PAPER / SEAT COVER DISPENSER & SANITARY NAPKIN DISPOSAL, SEE 4/A10.70 RECESSED TOILET PAPER / SEAT COVER DISPENSER, SEE 4/A10.70 MIRROR, SEE 3/A10.70 FLOOR DRAIN, SEE PLUMBING DRAWINGS WALL MOUNTED TOILET, SEE 4/A10.70 WALL MOUNTED SINK, SEE 4/A10.70

10.15 22.03 22.04 22.05

16

Legend

3

8" MIN.

1/4"=1'-0" 2' - 6"

27" MIN.

4' - 0"

LEVEL 2 - UNISEX RESTROOMS 5-110 & 5-111 ENLARGED PLAN & INTERIOR ELEVATIONS

BATHROOM ADA SINK CLEARANCES

11" MIN.

17"-18" 10.12

R

20% CT3

5' - 0"

CT4

25%

2' - 0"

CT1

20%

CT2

CT1 55% CT3

CT2

25%

CT2

65%

CT3

10%

CT4

10%

CT3

90%

CT4

UNISEX RR 5-124 65 SF

22.05 10.15 10.12

10.13

22.05

10.10

10.10

22.04

22.04

10.11 22.05

24" MIN.

22.03

12" MIN.

36" MIN.

10.10

54" MIN.

7' - 0"

CT2

80%

60" MIN.

2B/ A7.10

CT1

BATHROOM ADA TOILET CLEARANCES

2A/ A7.10

12" MAX. 42" MIN.

TYPICAL RESTROOM WALL FINISHES

48" MIN.

R

56" MIN.

10.11

BATHROOM ADA GRAB BAR CLEARANCES

1' - 6" ø 5' - 0"

10.13

ADA TURNING CLEARANCE

CTB1

5-124 2B

5-124 2C

2C/ A7.10

5-124 2D

Q.7

MATERIAL/COLOR TAG

FA

Q.7 4 3/8"

5-124 2A

Notes:

10.10

LEVEL 2 - UNISEX RESTROOM 5-128 ENLARGED PLAN & INTERIOR ELEVATIONS

2

1. 2. 3. 4.

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS REFER TO SHEETS A9.11 & A9.12 FOR DOOR & WINDOW SCHEDULES REFER TO SHEET A9.13 FOR WALL TYPES AND ASSEMBLIES REFER TO SHEET ID2.11 FOR SCHEDULE OF INTERIOR FINISHES.

1/4"=1'-0"

1' - 4"

2' - 0"

10.14

1E/ A7.10

10.10

22.04

ø 5'

10.12

10.11 10.10

22.05

22.05

22.04

- 0"

CLR

22.03 1' - 6"

Agency Approval:

7' - 3"

10.15

10.14

UNISEX RR 5-012 62 SF

1F/ A7.10

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

10.13

10.12

03-119136

APPL

1G/ A7.10

5-012 1E

5-012 1F

5-012 1G

5-012 1H

ACS

10.10

22.05

SSS

File No.: 19-H52 Facility:

TYPICAL RESTROOM WALL FINISHES

10.11 CT1

CT2

25%

CT1

35%

CT2

40%

CT3

40%

CT2

20%

CT4

1A/ A7.10

CT3 CT4

3' - 8" 2' - 0"

22.05

25%

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

2' - 4"

7' - 0"

75%

10.10

40%

CT3

20% 80%

E

10.15

10.11 10.10

CT3

22.04

10.13

10.12

22.05

22.04

ø 5'

- 0"

CLR .

CT4 22.05

CTB1

5-011 1A

1C/ A7.10

5-011 1B

5-011 1C

5-011 1D

Project:

BUILDING 500 - MODERNIZATION

10.10

10.12

10.10

E

1' - 6"

3' - 9"

CT1 CT2

FLS DATE

10.11

1B/ A7.10

5-110 3B

0"

CLR.

1H/ A7.10

5-110 3A

NO. 10.10 10.11 10.12

3B/ A7.10

CT4

22.04

10.14 22.05

1' - 6"

CT3

10.10

CLR .

20%

10.10

10.11

- 0"

CT4

10.12

ø 5'

20%

22.05

10.11

2D/ A7.10

CT3

10.15

10.13

10.12

3D/ A7.10

CT2

5' - 7"

10.15

55%

80%

1' - 6"

CT2

1D/ A7.10

2' - 4"

Issued

CT1

ALIGN

25%

10.12

2' - 4 5/8"

25%

No.

2' - 3"

CT4

5' - 0"

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

3' - 8"

CT3

TE

A

CT2

EN

R

10.12 2' - 3"

20%

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

CT1

CT2 80% CT1 55% CT3

NO. C-19759

3G/ A7.10

TYPICAL RESTROOM WALL FINISHES

20%

T E C AYLOR T D

22.03

22.05

7' - 0"

A RC H SED IT N E R R ICHA R E PH

.

LI C CHR I STO

ø 5'

3F/ A7.10

10.11

UNISEX RR 5-111 50 SF

3E/ A7.10

3H/ A7.10

10.10

1' - 6"

10.10

ALIGN

16

10.14

22.03

Sheet Title:

ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS

UNISEX RR 5-011 62 SF

DSA SUBMITTAL Date:

1' - 4"

LEVEL 1 - UNISEX RESTROOMS 5-011 & 5-012 ENLARGED PLAN & INTERIOR ELEVATIONS

1

1/4"=1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A7.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

E-6

EQ EQ

E-6

EQ. 2"

Date

EQ.

Issued

Date

Keynotes:

NO. 02.13

E-6 B-6

EQ EQ

NOTE - DETAIL (E) SHEAR WALL TO REMAIN & PROTECT IN PLACE INFILL (E) OPENING TO MATCH & ALIGN WITH ADJACENT FINISH (E) COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FURRING WHERE OCCURS. MECHANICAL DUCT, SEE MECHANICAL

02.15

4' - 4"

15.11

TYP.

No.

B-6

EQ. 2" EQ.

B-6

Issued

02.24

E-6

15.11

ENLARGED PLAN AT MECHANICAL SHAFT

3

1/4" = 1'-0"

16 0' - 8"

6' - 10"

10' - 10"

UNISEX RR 5-110 A-6

E-6

4' - 4"

C-4 02.24

E-6

C-4

B-6

EQ.

45°

1' - 2"

7 " 1' - 8"

E-6

11 "

E

FACULTY RESOURCE CENTER 5-109

2' - 4" 1' - 3"

8 1/2" 7"

E

3' - 2"

D-4

15.11

1. 2. 3. 4.

E-6

EQ.

TYP. E-6

Notes:

15.11 1' - 4"

1' - 1" 10"

1' - 4"

6"

2' - 6"

5" 10"

2' - 0"

2' - 0"

2' - 0"

2"

2"

2"

E-6

5. 6.

TYP.

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS REFER TO SHEETS A9.11 & A9.12 FOR DOOR & WINDOW SCHEDULES REFER TO SHEET A9.13 FOR WALL TYPES AND ASSEMBLIES REFER TO SHEET ID2.11 FOR SCHEDULE OF INTERIOR FINISHES, REFER TO A5.10 FOR SCHEDULE OF EXTERIOR FINISHES REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

2" B-6

Legend:

16

EXISTING CMU WALL TO REMAIN

NEW SINK W/ 30x48 ADA CLEARANCE

EXISTING CMU VENEER WALL TO REMAIN

MECHANICAL CHASE - ENLARGED PLAN

2

EXISTING 2X6 WALL TO REMAIN EXISTING 2-HR FIRE RATED WALL TO REMAIN

1/4" = 1'-0"

NEW DOOR W/ CLEARANCE PER CBC 11B-404.2.4.1

EXISTING 1-HR FIRE RATED WALL TO REMAIN 1-HR FIRE RATED WALL 2-HR FIRE RATED WALL NON-RATED WALL A101

17

---

16.7

18

--

SEE DOOR SCHEDULE 1, A9.11 SEE WINDOW SCHEDULE, A9.12 SEE WALL TYPES, A9.13 (E) STRUCTURAL COLUMN TO REMAIN & PROTECT IN PLACE. REMOVE (E) FINISHES AT INTERIOR COLUMNS ONLY. REFER TO 12/A10.10 FOR (N) FINISHES.

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

J

Agency Approval:

B-6

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

B-6

3S/ A8.23

3' - 3"

C-4 11"

ACS

4' - 11 1/4" A-6

3' - 0"

C-4 B-6

Facility:

5-115

H

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

C-4

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114

02.15

C-4 4' - 8"

SSS

File No.: 19-H52

02.13

1' - 7" 1' - 7"

FLS DATE

ELECTRICAL 5-115

DATA 5-116

C-4

2' - 10" 0' - 7"

C-4

03-119136

APPL

5-116

9' - 6"

Sheet Title:

1' - 9"

ENLARGED MISCELLANEOUS PLANS 16.7 N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

DATA/SERVER ROOM - ENLARGED PLAN

1

1/4" = 1'-0"

Please Recycle

A7.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

M

15

L

TOP OF COLUMN 27' - 0"

TOP OF COLUMN 27' - 0"

A7.12

TYP.

A7.12

12

(E) RAILING

FOR RAILING NOTES & DIMENSIONS, SEE 12/A10.40

A10.40

(E) RAILING BEYOND

3551005000

ELEVATOR HOISTWAY

ELEVATOR HOISTWAY

A

SECOND FLOOR 15' - 0"

TE

NO. C-19759

EN

R

SECOND FLOOR 15' - 0"

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

TYP.

IA

5

9 . 02 - 24- 1 R OF CA L I F O

N

5

(E) GLULAM

LI C CHR I STO

14.5

ISSUE: No.

Issued

Date

No.

Issued

Date

SEE PC

-

--DWGS

EQUIPMENT ROOM

Notes:

PIT WALL CEMENT PLASTER O/ METAL LATHE

EXTERIOR

12"

CP

RIGID INSULATION

FIRST FLOOR 0' - 0"

REFER TO PC DRAWINGS FOR ELEVATOR WALL ASSEMBLY

9"

SEE- PC

--DWGS

MIN.

(E) COLUMN FOOTING

(E) FINISH SLAB

VAPOR BARRIER

1. 2. 3. 4.

MIN.

5. 6. 7.

FIRST FLOOR 0' - 0"

ELEVATOR PIT

ELEVATOR PIT

HOISTWAY

REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS REFER TO SHEETS A9.11 & A9.12 FOR DOOR & WINDOW SCHEDULES REFER TO SHEET A9.13 FOR WALL TYPES AND ASSEMBLIES REFER TO SHEET ID2.11 FOR SCHEDULE OF INTERIOR FINISHES, REFER TO A5.10 FOR SCHEDULE OF EXTERIOR FINISHES REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. REFER TO ELEVATOR PC DRAWINGS FOR ELEVATOR DETAILS

(E) COLUMN FOOTING

PIT SLAB

ELEVATOR EXTERIOR FINISH

5

LATERAL SECTION AT ELEVATOR

1 1/2" = 1'-0"

4

LONGITUDINAL SECTION AT ELEVATOR

1/4" = 1'-0"

3

3

15.4

A7.12

15 10' - 0"

3

1/4" = 1'-0"

14.5

14

10' - 0"

15.4

A7.12

15

10' - 0"

10' - 0"

14.5

14

10' - 0"

10' - 0"

LINE OF (E) COVERED PASS BRIDGE ABOVE

P

P

P

P

10' - 0"

(E) GLULAM BEAM ABOVE

10' - 0"

(E) 24"X24" COLUMN, TYP. (E) GLULAM BEAM ABOVE

(E) LOCKERS, TYP.

N

N

N

N

10' - 0"

(E) COVERED PASSAGE BRIDGE

10' - 0"

LINE OF COVERED PASSAGE ROOF ABOVE

LINE OF (E) GRADE BEAM BELOW

LINE OF (E) COVERED PASS BRIDGE ABOVE

M

M

M

M

L

L

L

(E) CONC. BENCH

9' - 6"

OUTSIDE HOISTWAY

A7.12

Agency Approval:

OUTSIDE EQUIPMENT ROOM

ELEVATOR EQUIPMENT ROOM

4

(E) 400 BUILDING

7' - 7 1/4"

8' - 3"

10' - 6"

(E) CONC. BENCH

EQUIPMENT ROOM SLAB

A7.12

(E) 400 BUILDING ELEVATOR EQUIPMENT ROOM (BELOW)

PIT WALL

ELEVATOR CAR MODEL 3500 G HW-2

DOOR OPENING

4

OUTSIDE HOISTWAY

3' - 6"

14' - 6"

8"

7' - 10 1/4"

(E) ON-GRADE CONCRETE WALKWAY

(E) ELEVATED CONCRETE WALKWAY

PIT SLAB BELOW

PIT SLAB BELOW

3' - 6"

OPEN TO BELOW

OUTSIDE HOISTWAY

ELEVATOR CAR MODEL 3500 G HW-2

DOOR OPENING

(E) RAILING, TYP.

9' - 6"

5' - 0"

4"

15' - 0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

LINE OF (E) COVERED PASS BRIDGE ABOVE

L

BUILDING 500 - MODERNIZATION

Sheet Title:

ENLARGED ELEVATOR PLANS K

K

K 15.4

15

14.5

K 15.4

14

15

14.5

N

14

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

ENLARGED ELEVATOR PLAN MAIN LEVEL

2

1/4" = 1'-0"

ENLARGED ELEVATOR PLAN LOWER LEVEL

1

1/4" = 1'-0"

Please Recycle

A7.12

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

SEE SHEET NOTE #1

EQ

SEE SHEET NOTE #1

4' - 2"

RS2

9' - 9"

26.07

26.06

SEE SHEET NOTE #1

TYP.

TYP.

EQ

EQ

LC3

OBLIQUE VIEW FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212

154 B

212

212

212

154 B

212

211

TYP.

26.07

26.07 3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

324

1' - 0" EQ

EQ

OBLIQUE VIEW

TYP.

Issued

Date

LC1

Keynotes:

3' - 0"

1' - 3 1/2"

TYP. 9" FILLER PANEL

EQ. FILLER PANEL

11

5

A10.60

A10.60

TYP. 26.07

3' - 0"

No.

LC3

154 B

EQ. FILLER PANEL

2S

A10.60

3' - 0"

Date

22.13

LC1

11

3' - 0"

Issued

10.03

26.06

2W

FILLER PANEL

9 . 02 - 24- 1 R OF CA L I F O

EQ

LC1

LC1

No.

TYP.

ALIGN

ALIGN

EQ

EN

ISSUE:

IW09

RS1

2' - 10"

TYP.

8' - 0"

2' - 10"

3' - 2"

2SE

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH, SEE 6/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.17 10.20 10.21 10.38 TYP. 26.06

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

300

324

324

324

324

324

324

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

402

212

212

212

212

152

212

212

212

212

212

211

10.20 26.06

NO. 09.03 10.01 10.03

12.08 22.13 26.06 26.07

FILLER PANEL

LC2 10.03

LC2

1' - 8"

LC1

1' - 8"

LC3

2' - 10"

LC1

FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

1' - 0"

3' - 0"

3' - 0"

212

212

OBLIQUE VIEW FILLER PANEL

2E

Notes: FILLER PANEL

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

2N

2

BIOLOGY LAB 3 INTERIOR ELEVATIONS

A10.60

EQ

22.13

EQ

10.20

10.38

1/4"=1'-0"

Legend:

MATERIAL/COLOR TAG

FA

7

11

A10.60

TYP. 26.06

1' - 10" SEE SHEET NOTE #1

8' - 8"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

6 2' - 6" SEE SHEET NOTE #1

SEE SHEET NOTE #1 OBLIQUE VIEW

10.03

8' - 6"

6" DROP GYP. CEILING

A10.60 09.03

TYP.

TYP.

26.07

26.06

SEE SHEET NOTE #1

EQ

EQ

26.07

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

TYP.

212

212

212

212

154 B

4' - 2"

RS2 IW09

RS1

LC1

OBLIQUE VIEW FILLER PANEL

Key Plan LC3 LC1

2' - 10"

2' - 6"

LC1

10.20

2' - 10"

LC2 LC3

1' - 8"

P2

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

154 B

212

212

212

154 B

212

212

212

A

LEVEL 1

1W

EQ

EQ

EQ

3' - 4"

10.17

5

A10.60

A10.60

26.07 TYP.

SEE SHEET NOTE #1

EQ

11

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

ACS

3' - 0"

3' - 0"

3' - 0"

3' - 0"

323

324

324

324

324

300

324

324

324

324

26.07

TYP.

SSS

DATE

Facility: LC2

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

2' - 6"

LC2

1' - 8"

8' - 0"

LC3 LC1

Project:

BUILDING 500 - MODERNIZATION

2' - 10"

TYP.

4' - 2"

FLS

12.08

6" DROP GYP. CEILING

WC1

P2

TYP.

03-119136

File No.: 19-H52

ALIGN

26.06

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

26.06 TYP.

10.20

EQ P2

WC1

Agency Approval:

7' - 0"

10.17

CL 10.21 10.01 OF EQ ROOM

1S

APPL

3' - 2" SEE SHEET NOTE #1

2' - 10"

LC1

LC3

2' - 10"

LC3

2' - 6"

2' - 6"

12.08

8' - 0"

4' - 2"

WC1

6' - 4"

6" DROP GYP. CEILING

10.38

TE

A

10.17

P2

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

EQ

P2

ALIGN

WC1

EQ

TYP. 26.06 10.20

09.03

NO. C-19759

A10.60

OBLIQUE VIEW

EQ

P2

3551005000

7

IA

SEE SHEET NOTE #1

LI C CHR I STO

10.17

EQ

12' - 8"

N

EQ

10.01

3' - 6"

A10.60

2' - 10"

CL OF ROOM

T E C AYLOR T D

EQ

SEE SHEET NOTE #1

R

EQ

SEE SHEET NOTE #1

A RC H SED IT N E R R ICHA R E PH

ST

SEE SHEET NOTE #1

13' - 0"

6

2' - 7" SEE SHEET NOTE #1

6' - 11"

2' - 9"

ALIGN

9' - 9"

2' - 4"

OBLIQUE VIEW

SEE SHEET NOTE #1

SEE SHEET NOTE #1

1E

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

211

212

212

212

212

152

212

212

212

212

402

Sheet Title:

LOWER LEVEL - INTERIOR ELEVATIONS - SECTOR A

DSA SUBMITTAL

1N

Date:

BIOLOGY LAB 2 INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 10.07 10.19 10.20 10.38

NOTE - DETAIL FLOOR PRINTER, SEE SPECS ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 CHEMICAL STORAGE REFRIGERATOR, SEE SPECS FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 DISHWASHER, SEE SPECS FIRE ALARM, REFER TO FIRE ALARM DRAWINGS EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90

11.01 11.02 11.03 11.04 21.02 22.12 26.06

EQ

EQ

EQ

EQ

OBLIQUE VIEW EQ 10.19

EQ

2' - 7"

EQ

CL

EQ

10.20

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

IW10

7' - 0"

8' - 0"

OPEN TO BEYOND

P3

Legend:

1W_

26.06 10.38

TYP.

TYP.

1W A10.60

TYP. 26.06

6" DROP GYP. CEILING

MATERIAL/COLOR TAG

FA

1E

1N-B 6

6

6

A10.60

A10.60

11 10.19

26.06

A10.60

OBLIQUE VIEW

11.02

10.19

ALIGN PAINT LINE TO CORNER

P3

EQ

IW09

EQ

EQ

EQ

EQ

EQ

EQ

IW12

EQ

EQ

EQ

EQ

IW09

EQ

LC3 LC1

LC3

Key Plan

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

154 B

212

212

3' - 0"

4' - 4"

212 EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212 EQ. FILLER PANEL

212

212

154 B

212

212

212

212

212

211

OBLIQUE VIEW

OBLIQUE VIEW

EQ. FILLER PANEL

EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

154 B

212

212

212

212

212

212

212

A

EQ. FILLER PANEL

LEVEL 1 Agency Approval:

1S

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

9

ACS

10.07

5

A10.60 EQ

21.02

EQ

OBLIQUE VIEW

EQ

6

TYP. 26.06

A10.60

EQ 11.01

11.04

11.03

10.19

FLS

SSS

DATE

A10.60

File No.: 19-H52

22.12

Facility: LC2

5' - 0"

LC1

LC3 LC1

IW09

OPEN

EQ

EQ

EQ

EQ

402

3' - 0" 402

3' - 2" 100

3' - 2" 100

3' - 2" 100

3' - 2" 100

3' - 2" 100

3' - 2" 100

2' - 10"

ALIGN

3' - 2" 100

4' - 8" 10.19

Project:

BUILDING 500 - MODERNIZATION

LC1

3' - 0"

4' - 2"

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

ALIGN

211

3' - 0"

3' - 10"

EQ. FILLER PANEL

3' - 0"

LC1

3' - 2"

1' - 6"

7' - 0"

OBLIQUE VIEW

LC1

2' - 10"

LC1

3' - 0"

2' - 0"

3' - 0"

LC3

2' - 11 5/8"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212

212

212

212

154 B

212

212

211

Sheet Title:

LOWER LEVEL - INTERIOR ELEVATIONS - SECTOR A

OBLIQUE VIEW

LC1 FILLER PANEL

DSA SUBMITTAL 1N-A

BIOLOGY WORKROOM & COLLABORATION INTERIOR ELEVATIONS

Date:

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.12

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EQ

EQ

26.07

SEE SHEET NOTE #1

EQ

1' - 1" FILLER PANEL

EQ

6" DROP GYP. CEILING

P2

A10.60

26.06

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

324

324

300

324

323

10.03

EQ

10.38

EQ

10.20

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

12.08

No.

TE

EN

9 . 02 - 24- 1 R OF CA L I F O

2' - 10"

P2

Issued

Date

No.

Issued

Date

7' - 0"

5' - 0"

1' - 8" 2' - 6"

LC2

EQ

ALIGN

NO. C-19759

ISSUE:

TYP.

8' - 0"

WC1

2' - 10"

3551005000

LC2 LC3 LC1

ALIGN

4' - 2"

A10.60

IA

10.17

TYP.

A

EQ

10.21

A10.60

9

R

EQ

CL OF ROOM

10.01

A10.60

7

ST

10.17

TYP.

5

N

3' - 2"

11

LI C CHR I STO

0' - 9 1/2" SEE SHEET NOTE #1

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

EQ

LC1

Keynotes: 26.06

26.07

TYP.

TYP.

9' - 6 1/2"

0' - 2 1/2" 2" FILLER PANEL

SEE SHEET NOTE #1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

3' - 0"

212

212

152

212

211

154 B

3' - 0"

1' - 7"

3' - 0" 402

2W

2S 11

6

A10.60

A10.60

11

TYP. 26.07

10.20

TYP. 26.06

A10.60

1' - 10" SEE SHEET NOTE #1

6' - 1 1/2"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

324

324

324

324

324

324

324

324

323

EQ. FILLER PANEL

SEE SHEET NOTE #1 1' - 6" 3' - 0" 323

6" DROP GYP. CEILING

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH, SEE 6/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.17 10.20 10.21 10.38

TYP. 26.06

TYP. 26.07

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

324

300

324

324

324

300

324

323

324

NO. 09.03 10.01 10.03

12.08 22.13 26.06 26.07

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212

212

212

212

212

212

212

212

211

LC1

P2

2' - 10" 3' - 0"

LC1

LC3

1' - 8"

LC1

LC2

1' - 8"

LC3

LC2 LC2

EQ. FILLER PANEL

2' - 10"

LC2

2' - 6"

2' - 6"

P2

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

211

212

212

154 B

212

212

212

154 B

212

FILLER PANEL

0' - 0 1/32" 5' - 3 1/2"

4' - 11"

SEE SHEET NOTE #1SEE SHEET NOTE #1

2E

Notes:

2" FILLER PANEL

2N

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

Legend:

2

BIOLOGY LAB 5 INTERIOR ELEVATIONS

MATERIAL/COLOR TAG

FA

1/4"=1'-0"

6 A10.60

A10.60

3' - 2"

LC2

TYP. 26.07

A10.60

A10.60

6' - 2 1/2"

TYP. 26.06

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

300

324

324

324

324

4' - 0 1/2"

ALIGN PAINT ACCENT TO WALL JOINT

TYP. 26.07

1' - 6"

3' - 0"

3' - 0"

323

324

324

1' - 1" FILLER PANEL

P2

LC2

RS2 RS1

LC2

2' - 6"

TYP. A10.60 09.03 26.06

SEE SHEET NOTE #1

P2

IW10

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

LC3 LC1

P2 P2

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

212

212

212

152

212

212

212

1' - 3"

OBLIQUE VIEW

OBLIQUE VIEW

SEE SHEET NOTE #1

4' - 10"

Key Plan

1' - 8"

1' - 8"

6

6" DROP GYP. CEILING

2' - 10"

FILLER PANEL

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

154 B

212

212

212

154 B

212

212

212

212

B

2" FILLER PANEL

LEVEL 1

5' - 4 1/2"

Agency Approval:

SEE SHEET NOTE #1

1S

1SW

1W

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

10.17 10.01 EQ

10.38

EQ

EQ

CL OF ROOM

10.21 EQ

1' - 1" FILLER PANEL

10.17 EQ

TYP.

TYP.

26.06

26.07

11

7

A10.60

A10.60

ACS

FLS

SSS

DATE

File No.: 19-H52

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

324

324

EQ

EQ

EQ

10.03 22.13

EQ

EQ

10.20

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

ALIGN LC2

Project:

LC1

BUILDING 500 - MODERNIZATION

TYP.

WC1

LC3

Sheet Title:

2' - 10"

ALIGN

8' - 0"

8' - 0"

4' - 2"

WC1

2' - 10"

7' - 0"

10.20

6" DROP GYP. CEILING

LC3 LC1

1' - 0" SEE SHEET NOTE #1

2' - 6"

A10.60

2' - 10"

12.08

11

11

1' - 10" SEE SHEET NOTE #1

5

9

LOWER LEVEL - INTERIOR ELEVATIONS - SECTOR B

LC1

2' - 6"

3' - 0" 26.07

26.06

TYP.

TYP.

1E

2" 212 FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

154 B

EQ

EQ

DSA SUBMITTAL

1N

Date:

08/13/18

Client Project No: 3551005000

Sheet:

BIOLOGY LAB 4 INTERIOR ELEVATIONS

1

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

A8.13

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 09.03 10.01 10.03

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH, SEE 6/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.17 10.20 10.21 10.38 12.08 22.13 26.06 26.07

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

Legend:

MATERIAL/COLOR TAG

FA

3' - 0"

324

3' - 0"

324

324

3' - 0" 324

3' - 0"

3' - 0"

324

9

5

7

11

A10.60

A10.60

A10.60

A10.60

A10.60

3' - 0"

324

324

3' - 0" 324

3' - 0"

3' - 0"

324

324

3' - 0" 324

3' - 0"

FILLER PANEL

3' - 2"

3' - 0"

3' - 0"

3' - 0"

324

300

324

324 12.08

EQ. FILLER PANEL

26.06 10.20

3' - 0"

1' - 1" FILLER PANEL

324 LC2

LC3

LC3

LC1

LC1 LC2

EQ

2' - 10"

1' - 8"

LC1

10.38

7' - 0"

LC3

10.03

TYP. 1' - 6" 22.13 26.07 323

EQ

LC2

2' - 6"

LC2

EQ

TYP.

2' - 6"

3' - 0"

11

1' - 8"

FILLER PANEL

TYP. 26.07

EQ

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

212

212

211

402

212

152

212

154 B

EQ. FILLER PANEL

Key Plan

2' - 10"

TYP. 26.06

EQ

EQ

EQ

EQ

1' - 6"

3' - 0"

211

212

2" FILLER PANEL

B LEVEL 1

1W 1' - 10" SEE SHEET NOTE #1 3' - 9" 10.17 10.01

SEE SHEET NOTE #1 EQ

EQ

EQ

CL OF ROOM

10.21 EQ

2' - 8" SEE SHEET NOTE #1

10.17 EQ

6

TYP.

EQ

09.03

03-119136

APPL

SEE SHEET NOTE #1 ACS

FLS

SSS

DATE

26.06

SEE SHEET NOTE #1

ALIGN

File No.: 19-H52

6" DROP GYP. CEILING

P2

4' - 2"

4' - 2"

TYP.

EQ

IW09

EQ

EQ

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

EQ

LC3

Project:

LC1

26.07

26.06

TYP.

TYP.

2' - 10"

2' - 10"

8' - 0"

8' - 0" 9' - 9"

5' - 11"

BUILDING 500 - MODERNIZATION ALIGN

P2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

Facility:

WC1

WC1

Agency Approval:

5' - 8"

6" DROP GYP. CEILING ALIGN

A10.60

TYP.

A10.60

26.07

P2

1S

6

LC1

LC1

Sheet Title: 3' - 0" 2" 212 FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

154 B

212

212

212

LOWER LEVEL - INTERIOR ELEVATIONS - SECTOR B

SEE SHEET NOTE #1

1E

1N

DSA SUBMITTAL Date:

BIOLOGY LAB 6 INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.14

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

324

324

3' - 0"

324

3' - 0"

324

3' - 0"

324

324

1' - 6"

EQ

10.38 EQ

10.20

323

10.03

EQ

EQ

EQ

26.07

26.06

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

300

324

324

324

22.13

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

1' - 1" FILLER PANEL LC2 LC3

LC3

2' - 6"

No.

Issued

Date

No.

Issued

Date

1' - 8"

EQ

9 . 02 - 24- 1 R OF CA L I F O

EQ

2' - 10"

EQ

2' - 10"

EQ

7' - 0"

1' - 8"

2' - 6"

LC2

EN

ISSUE:

LC1

LC2

LC1

TE

IA

10.20

EQ

NO. C-19759

N

3' - 0"

A

324

LC2

3' - 0"

TYP.

R

3' - 0"

TYP.

3551005000

ST

3' - 0"

A10.60

LI C CHR I STO

TYP. 26.07 12.08

1' - 1" FILLER PANEL

11 A10.60

T E C AYLOR T D

A10.60

A10.60

A10.60

TYP. 26.06

5

7

9

11

A RC H SED IT N E R R ICHA R E PH

LC1

Keynotes: 3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212

212

212

212

212

212

212

211

2" FILLER PANEL

EQ

3' - 0"

EQ

EQ EQ

402

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

154 B

212

212

152

212

212

212

NO. 09.03 10.01 10.03

2" FILLER PANEL

2W

2S

10.17 10.20 10.21 10.38

6 1' - 10" SEE SHEET NOTE #1

3' - 4" SEE SHEET NOTE #1

3' - 2" 10.17

SEE SHEET NOTE #1 OBLIQUE VIEW

EQ

EQ

10.01 EQ

CL OF ROOM

10.21

10.17

EQ

6

TYP. EQ

EQ

A10.60

26.07

A10.60 8' - 8"

2' - 9" SEE SHEET NOTE #1 TYP.

SEE SHEET NOTE #1

26.06

SEE SHEET NOTE #1

09.03

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH, SEE 6/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

12.08 22.13 26.06 26.07

8' - 5"

6" DROP GYP. CEILING

6" DROP GYP. CEILING ALIGN

P2

ALIGN

P2

LC3

4' - 2" 2' - 10"

TYP.

ALIGN

P2

RS2

WC1

WC1

IW09

RS1

2' - 10"

WC1

8' - 0"

8' - 0"

EQ WC1

4' - 2"

LC1 EQ

Notes: 2' - 4"

9' - 9"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

26.06

26.07

TYP.

TYP.

1"

2E

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

154 B

212

212

212

154 B

212

212

OBLIQUE VIEW

2N

FILLER PANEL

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

2

BIOLOGY LAB 1 INTERIOR ELEVATIONS

Legend:

1/4"=1'-0" MATERIAL/COLOR TAG

FA

5 3' - 4" SEE SHEET NOTE #1

3' - 2" 10.17 10.01 EQ

EQ

EQ

CL OF ROOM

10.21 10.17 EQ

SEE SHEET NOTE #1

EQ

A10.60 1' - 1" FILLER PANEL

10.20

EQ

TYP. 26.06

3' - 0"

3' - 0"

1' - 6"

324

300

323

11

9

A10.60

A10.60

A10.60 26.07

EQ

EQ

EQ 10.20

6" DROP GYP. CEILING

P2

7

EQ

10.38 22.13 10.03

3' - 0"

3' - 0"

324

324

3' - 2" 12.08 LC2 LC3 LC1

ALIGN LC2

EQ

ALIGN

LC1

P2

3' - 0" 26.06

26.07

TYP.

TYP.

9' - 9"

2' - 4"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2" 212 FILLER PANEL

3' - 0"

1' - 6"

152

211

2' - 10"

2' - 2"

7' - 0"

EQ

1' - 8"

LC1

Key Plan

2' - 10"

8' - 0"

8' - 0"

EQ

WC1

2' - 10"

TYP.

4' - 2"

EQ WC1

2' - 6"

LC2

LC3

3' - 0"

3' - 0"

3' - 0"

3' - 0"

154 B

152

152

402

C LEVEL 1

6

1W

Agency Approval:

1S

A10.60

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

11

TYP. 26.06

TYP. 26.07

1' - 10" SEE SHEET NOTE #1

A10.60 8' - 8"

ACS

7" FILLER PANEL

2' - 9" SEE SHEET NOTE #1

SEE SHEET NOTE #1 3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0" 324

3' - 0"

FILLER PANEL

8' - 5"

324

SEE SHEET NOTE #1

03-119136

APPL FLS

SSS

6 A10.60

09.03

DATE

TYP.

File No.: 19-H52

26.06

Facility:

6" DROP GYP. CEILING LC3

ALIGN

ALIGN

PE2

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

LC1

2' - 6"

LC3 LC1

RS2 IW12

WC1

RS1

LC1

EQ. 211 FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

212

212

OBLIQUE VIEW EQ. FILLER PANEL

FILLER PANEL

1E

BUILDING 500 - MODERNIZATION

1' - 6"

Sheet Title:

2' - 10"

2' - 10"

26.07

1' - 6"

Project:

1' - 8"

1' - 8"

WC1

2' - 6"

LC2

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

154 B

212

212

212

154 B

212

212

212

LOWER LEVEL - INTERIOR ELEVATIONS - SECTOR C

2" FILLER PANEL

DSA SUBMITTAL

1N BIOLOGY LAB 7 INTERIOR ELEVATIONS

Date:

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.15

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

TE

A

PE2

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

9 . 02 - 24- 1 R OF CA L I F O

N

3551005000

EQ

IA

LI C CHR I STO

EQ

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

CL OF ROOM

ISSUE:

10.01

No.

Issued

Date

No.

Issued

Date

TYP.

PE2

26.07 2' - 0"

2' - 0"

Keynotes:

NO. 10.01 10.03

INTERIOR ELEVATION - CONFERENCE - EAST

3

1/4" = 1'-0"

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.17 10.20 10.21 10.38

11

12.08 22.12 26.06 26.07

A10.60 EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

302

302

302

302

301

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

222

222

222

222

211

EQ. FILLER PANEL

PL1 PL2

2' - 10"

1' - 8"

2' - 6"

PL1

EQ. FILLER PANEL

Notes: EQ. FILLER PANEL

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

INTERIOR ELEVATION - WORKROOM SOUTH

2

1/4" = 1'-0"

Legend:

MATERIAL/COLOR TAG

FA

6 A10.60

EQ

6

9

A10.60

A10.60

A10.60

3' - 2"

26.06 10.21

10.01 10.17 EQ

22.12

FILLER PANEL

EQ

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

300

324

324

324

324

300

324

12.08

Key Plan

ALIGN

LC2

4' - 2"

LC1

LC1

A

1' - 8"

LC1

2' - 10"

ALIGN

LC2

LC3

2' - 10"

8' - 0"

TYP.

8' - 0"

WC1

LC2

2' - 6"

LC2

7' - 0"

10.17

14' - 9" EQ

CL

TYP.

11

26.06

TYP. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

154 B

212

212

212

212

154 B

212

402

1W

2' - 1" SEE SHEET NOTE #1

7

5

A10.60

A10.60

4' - 4" SEE SHEET NOTE #1

10.03

1S

LEVEL 2 Agency Approval:

TYP. 26.06

1' - 6"

3' - 0"

3' - 0"

323

300

324

1' - 2" FILLER PANEL

6" DROP GYP. CEILING

LC2

EQ

9 ACS

A10.60 26.07

10.38

File No.: 19-H52

8' - 9"

3' - 0"

1' - 6"

3' - 0"

3' - 0"

SEE SHEET NOTE #1

154 B

211

152

212

FILLER PANEL

1E

WC1

Project:

7' - 0" PE2

5' - 2" 3" FILLER PANEL

LC2

4' - 2"

4' - 2"

WC1

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

BUILDING 500 - MODERNIZATION

2' - 10"

LC1

2' - 10"

2' - 6" 1' - 8" 2' - 10"

4' - 2" 2' - 10"

WC1

PE2

Facility: PE2

LC1 LC2

SSS

DATE

26.06

LC3 PE2

FLS

EQ

10.20

6" DROP GYP. CEILING

03-119136

APPL

3' - 6" SEE SHEET NOTE #1

1' - 1" SEE SHEET NOTE #1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

26.06

EQ

Sheet Title: 3' - 0"

EQ

3' - 0"

SEE SHEET NOTE #1

1N

1NE

EQ.

3' - 0"

3' - 0"

3' - 0"

402

402

402

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR A

EQ.

DSA SUBMITTAL

_1N

Date:

SPECIAL EDUCATION SCIENCE CLASSROOM INTERIOR ELEVATIONS

1

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A8.21

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EQ

12' - 10"

3' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

12' - 4 1/2"

4' - 0 1/2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

10.20

EQ

5

11

A10.60

A10.60 9

09.03

TYP. 26.06

6" DROP GYP. CEILING

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

323

324

300

324

324

324

1' - 1"

A10.60

12.08

6' - 2"

12' - 6"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

6" DROP GYP. CEILING

PE2

EQ

LC3

EQ

LC1

LC2

WC1

P2

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

211

212

212

212

212

212

212

212

212

212

152

212

212

212

2"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

402

402

402

3' - 0"

6' - 0"

402 12' - 3"

SEE SHEET NOTE #1

3W

3S 6 A10.60

EQ EQ EQ

EQ

EQ

EQ

1' - 1" FILLER PANEL

OBLIQUE VIEW

EQ

10.38

10.20

TYP. 26.06

EQ

10.17

10.01

10.21

10.17

11

6

7

A10.60

A10.60

A10.60

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

300

324

324

324

324

324

300

324

EQ

No.

EQ

2' - 11 3/8"

5' - 10 1/8"

LC2

LC2

2' - 10"

1' - 8"

10.17 10.19 10.20 10.21 10.38

3' - 0" 2" 212 FILLER PANEL

TYP.

3E

LC1

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

154 B

212

212

212

212

212

154 B

212

154 B

9 . 02 - 24- 1 R OF CA L I F O

Date

No.

Issued

Date

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 SURFACE MOUNTED FIRE EXTINGUISHER / BLANKET CABINET - SEE -/-TEACHER PERSONAL CABINET, SEE 4/A10.62 EYEWASH, SEE 6/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

LC3

5' - 3" 26.06

Issued

NO. 09.03 10.01 10.03

LC1

2' - 10"

ALIGN

4' - 9"

2' - 6"

4' - 2"

WC1

TYP.

EQ

8' - 0"

EQ

8' - 0"

WC1

EN

Keynotes:

ALIGN LC2

NO. C-19759

ISSUE:

6' - 11"

SEE SHEET NOTE #1

TE

A

3' - 0"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

3' - 0"

26.06

ST

1' - 6"

3551005000

TYP.

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

IA

EQ

N

EQ

LI C CHR I STO

EQ

2' - 10"

EQ

LC2

LC2

IW09

4' - 2"

RS2 RS1

10.39 FILLER PANEL

3N

3

PHSYICS LAB 2 INTERIOR ELEVATIONS

12.08 22.13 26.06 26.07

1/4"=1'-0"

EQ. FILLER PANEL 10.19

10.19

11

6

A10.60

A10.60

TYP. 26.06

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

300

324

324

EQ. FILLER PANEL

Notes: 1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

LC2 LC3

LC2

LC1 IW09

IW09

TYP. 26.07 Legend: LC1

26.07

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

154 B

212

212

26.07

TYP.

TYP.

2W

EQ. FILLER PANEL

2E

MATERIAL/COLOR TAG

FA

EQ. FILLER PANEL

2N

PHSYICS WORKROOM & COLLABORATION INTERIOR ELEVATIONS

2

Key Plan

1/4"=1'-0"

10.20 EQ

10.20

9 A10.60

EQ

EQ

12' - 6"

6' - 2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

EQ 12.08

6" DROP GYP. CEILING

6

11

A10.60

A10.60

A

5

TYP. 26.06

A10.60

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

300

324

324

324

300

324

324

324

300

324

2' - 0"

10.39

PE2

2' - 6"

LC2

26.06

EQ.

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

402

402

402

LC3

EQ

1' - 8"

PE2

LEVEL 2

2' - 10"

EQ

EQ.

LC2

LC2

LC1

LC2

7' - 0"

LC2

LC2

LC1

LC1

Agency Approval:

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"

402

402

212

212

154 B

212

212

212

154 B

212

212

212

212

212

1' - 2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

5' - 1"

1W 7

3' - 3"

12' - 10"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

A10.60

TYP. EQ

EQ

10.03

4' - 0 1/2"

12' - 4 1/2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

9' - 0"

11' - 6"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

03-119136

APPL

TYP. ACS

1S

FLS

SSS

DATE

File No.: 19-H52 Facility:

CL

16' - 2"

26.06

EQ

6" DROP GYP. CEILING

EQ

EQ

10.17

10.01

TYP.

EQ

10.21 10.17

22.13

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

26.06

Project: ALIGN

EQ

EQ

10.20

EQ

WC1

8' - 0"

EQ

TYP.

EQ

8' - 0"

EQ

LC1

ALIGN

3' - 0" 2" 154 B FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

212

212

212

212

212

212

212

212

211

1E

4' - 2"

RS2 RS1

IW09

LC3

BUILDING 500 - MODERNIZATION

Sheet Title:

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR A

2' - 10"

PE2

DSA SUBMITTAL

1N PHYSICS LAB 1 INTERIOR ELEVATIONS

Date:

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.22

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

11.02

11.03

LC3 LC1

OPEN TO BEYOND

11 10.19 6

6

A10.60

A10.60

LC2

3' - 0"

LC3

TYP. 26.06

324

LC1

10.19

3' - 0" 324

N

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

A10.60

TE

A

3S

EN

R

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

1' - 9" 211

TYP. 26.06

ST

4' - 0"

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

Issued

Date

No.

Issued

Date

10.19

3' - 0" 324

3' - 0" 324

3' - 0"

3' - 0"

324

324

3' - 0" 324

3' - 0"

3' - 0"

324

3' - 0"

324

10.20

3' - 0"

324

EQ

324

EQ

LC3 LC1

EQ

EQ

IW09

LC3

EQ

IW11

LC1

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

154 B

212

212

212

154 B

212

212

OBLIQUE VIEW OBLIQUE VIEW EQ. FILLER PANEL

3' - 0"

1" 212 FILLER PANEL

3' - 0"

1' - 6"

212

211

2' - 10"

2' - 10"

LC1

NO. 10.01 10.03

OPEN

1' - 8"

EQ

2' - 6"

Keynotes:

1' - 4"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

212

212

1' - 4"

3E

FILLER PANEL

3N

3W

3

CHEMISTRY WORKROOM & COLLABORATION SPACE INTERIOR ELEVATIONS

1/4"=1'-0"

6

11

6

5

9

A10.60

A10.60

A10.60

A10.60

A10.60

TYP. 26.06 1' - 1" FILLER PANEL LC2

8' - 1"

17' - 7"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

300

324

324

324

300

324

324

324

EQ

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.19 10.20 10.21 10.38 11.02 11.03 12.08 12.09 22.12 26.06 26.07

LC2

EQ

LC3

10.20

11.02

6" DROP GYP. CEILING

LC3

12.08

LC1

LC1

Notes:

P2

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

LC2

1' - 8"

2' - 6"

LC2

2' - 10"

P2

LC1

LC1

Legend: 3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

154 B

212

212

212

154 B

212

212

212

2" FILLER PANEL

10' - 8"

16' - 6"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

3' - 0"

1' - 6"

3' - 0"

152

211

402

TYP. 26.06

A10.60

EQ

12.09 10.03

A10.60

CL

EQ

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

324

324

324

1' - 1" FILLER PANEL

EQ

2W

EQ

EQ

EQ 10.01

MATERIAL/COLOR TAG

FA

11

7

EQ

4' - 0"

EQ

10.21

10' - 10"

5' - 0"

SEE SHEET NOTE #1

SEE SHEET NOTE #1 EQ

22.12

6" DROP GYP. CEILING

EQ

Key Plan

10.38

LC2

2' - 10"

1' - 8"

8' - 0"

TYP.

8' - 0"

LC2

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

154 B

212

212

212

212

212

212

212

212

2' - 6"

26.06 2" FILLER PANEL

5' - 6"

2' - 6"

4' - 4"

2S

2E

B P2

P2

3' - 0"

3' - 0"

402

402

TYP. 8' - 3"

12' - 11"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

TYP.

26.06

10.20

5' - 9"

2N

2

CHEMISTRY LAB 5 INTERIOR ELEVATIONS

LEVEL 2 Agency Approval:

1/4"=1'-0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

11

9

A10.60 2" FILLER PANEL LC2

11

26.07

26.06

A10.60

A10.60 LC2

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

LC3 LC2

26.07

1' - 3" FILLER PANEL

LC1

TYP. 26.07

10.38 10.20

ACS

11 A10.60

EQ

3' - 0" 26.06

EQ

EQ

EQ

10.19

FLS

SSS

DATE

File No.: 19-H52

FILLER PANEL

324

LC3

3' - 0"

3' - 0"

3' - 0"

324

324

324

1' - 3" FILLER PANEL LC2

LC2

3' - 0"

3' - 0"

402

402

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

LC3

LC1

LC1

2" FILLER PANEL

212

3' - 0" 212

3' - 0" 212

3' - 0" 212

3' - 0" 402

3' - 0" 402

1W

4" FILLER PANEL 4' - 6"

7' - 0"

7' - 0"

2' - 6" 1' - 8" 3' - 0"

3' - 0"

BUILDING 500 - MODERNIZATION

OPEN TO BEYOND

Sheet Title:

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR B

2' - 10"

2' - 6" 1' - 8" 2' - 10"

2' - 6" 1' - 8"

Project:

2' - 10"

FILLER PANEL

3' - 0"

7' - 0"

LC2 LC3 LC1

2' - 6"

P2

212

3' - 0"

1S FILLER PANEL

212

3' - 0" 212

3' - 0"

1E

4" 212 FILLER PANEL 6' - 8 7/32"

EQ

EQ

3' - 6"

26.06

TYP.

DSA SUBMITTAL

1N

Date:

PHYSICS WORKROOM & COLLABORATION SPACE INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.23

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

12.09

12.08

SEE SHEET NOTE #1

3' - 0"

324

3' - 0"

300

3' - 0"

324

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

SEE SHEET NOTE #1 3' - 0"

EN

N

A10.60

6' - 2"

10.20

6" DROP GYP. CEILING

A10.60

TE

A

26.06

A10.60

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

10.20

6

8' - 5"

OBLIQUE VIEW

TYP.

EQ

11

ST

EQ

6

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

324

No. 3' - 0"

3' - 0"

324

300

3' - 0"

3' - 0"

324

324

26.06

11.02

3' - 0"

3' - 0"

3' - 0"

324

300

324

Issued

Date

No.

Issued

Date

10.38

LC2 PE2

LC3

LC2 EQ

LC2

EQ EQ

LC2

LC1

EQ

Keynotes: 7' - 0"

LC2

TYP.

PE2

LC1

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

402

402

402

402

OBLIQUE VIEW FILLER PANEL

NO. 09.03 10.01 10.03

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

154 B

212

212

212

154 B

212

212

4' - 11 7/32"

11' - 6"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

4' - 0"

EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

212

152

212

EQ

3' - 3"

8' - 9"

SEE SHEET NOTE #1

SEE SHEET NOTE #1 8' - 2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

EQ

EQ

10.17

6" DROP GYP. CEILING

09.03

EQ

EQ

10.01

EQ

10.21

10.17

22.12

ALIGN

EQ

RS1

IW11

EQ

LC3

WC1

2' - 10"

LC1

WC1

8' - 0"

RS2 WC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

Notes:

ALIGN

OBLIQUE VIEW

6' - 5"

26.06

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

9' - 0"

TYP.

FILLER PANEL

2E

2N Legend:

2

CHEMISTRY LAB 4 INTERIOR ELEVATIONS

MATERIAL/COLOR TAG

FA

1/4"=1'-0"

11

6

5

7

A10.60

A10.60

A10.60

A10.60

6 A10.60

FILLER PANEL 10.38 10.20

22.12

12.09

TYP. 26.06

Key Plan

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

300

324

324

324

324

324

300

324

12.08

11.02

3' - 0"

3' - 0"

3' - 0"

324

300

324

EQ

EQ 10.03 LC2

LC2

2' - 10" 5' - 3"

2' - 0"

26.06

TYP.

EQ

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

402

402

402

402

EQ

LC2

LC2

LC1

LC1

FILLER PANEL

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

211

212

154 B

212

212

212

212

212

154 B

212

4' - 0"

1W 3' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

EQ

4' - 2" SEE SHEET NOTE #1

EQ

10.17

10.01

152

212

154 B

LEVEL 2 Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

EQ

EQ

6' - 2"

10.21

03-119136

APPL

8' - 5"

FLS

SSS

DATE

SEE SHEET NOTE #1

File No.: 19-H52 OBLIQUE VIEW

Facility:

10.17

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

P2

Project: WC1

BUILDING 500 - MODERNIZATION

WC1

EQ

8' - 0"

LC1

EQ

TYP.

EQ

8' - 0"

EQ

4' - 2"

EQ

Sheet Title:

OBLIQUE VIEW FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

2" FILLER PANEL

2' - 10"

EQ

3' - 0"

LC3

IW09

EQ

EQ

ALIGN

RS2 EQ

3' - 0"

1S SEE SHEET NOTE #1

TYP. 26.06

09.03

EQ

P2

RS1

B

ACS

8' - 9"

SEE SHEET NOTE #1

3' - 0"

CL

16' - 5"

10.20

3' - 0" 212 EQ. FILLER PANEL

EQ. FILLER PANEL

8' - 2 1/4"

LC1

LC2

1' - 8"

2' - 6"

LC3

7' - 0"

2" 154 B FILLER PANEL

3' - 0"

2' - 10"

3' - 0"

22.12 26.06

EQ

ALIGN

PE2

TYP.

10.03

OBLIQUE VIEW

11.02 12.08 12.09

CL

8' - 0"

TYP. 26.06

4' - 2"

A10.60

2S

16' - 8"

4' - 2 1/4"

7

10.17 10.20 10.21 10.38

EQ

EQ. FILLER PANEL

2W

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90

ALIGN

26.06

1E

TYP.

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR B

P2

14' - 8"

2' - 10"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

DSA SUBMITTAL

1N

Date:

CHEMISTRY LAB 3 INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.24

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

11 A10.60 4' - 8"

4' - 11 1/2"

A10.60

A10.60 TYP.

SEE SHEET NOTE #1 SEE SHEET NOTE #1 4' - 4"

5

5

5' - 8"

6" DROP GYP. CEILING

SEE SHEET NOTE #1 SEE SHEET NOTE #1

11.04

26.06

3' - 0" 11.03

3' - 0"

324

LC2

324

3' - 0"

3' - 0"

324

TYP. 26.06

11.02

324

LC3 LC1

Keynotes: 2' - 6"

P3

EQ

EQ

EQ

EQ

EQ

2' - 10"

LC1

OBLIQUE VIEW EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

2' - 0"

EQ

1' - 8"

EQ

IW09

EQ

EQ

EQ

EQ

EQ

EQ

EQ

LC1

2' - 10"

LC3

4' - 2"

IW10

NO. 10.01 10.03

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

152

212

212

212

212

3' - 0"

4' - 0"

212 EQ. FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

152

212

212

212

212

212

FILLER PANEL

EQ. FILLER PANEL

2W

EQ EQ

EQ

EQ

10.17

EQ

10.01

EQ

6" DROP GYP. CEILING

11.01

10.05

10.19

10.05 10.07 10.17 10.19 10.20 10.21 10.38 11.01 11.02 11.03 11.04 12.08 12.09

EQ 10.07

10.20

EQ

2S

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 CHEMICAL STORAGE CABINET, SEE SPECS FLOOR PRINTER, SEE SPECS SHORT THROW PROJECTOR MOUNT, SEE -/-ROOM NUMBER SIGNAGE, SEE 3/A10.80 EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 CHEMICAL STORAGE REFRIGERATOR, SEE SPECS FUME HOOD, SEE 3/A10.61 ICE MAKER, SEE 13/A10.60 DISHWASHER, SEE SPECS TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90

22.12 26.06

TYP. 26.06

10.38

10.17

TYP.

2' - 10"

8' - 0"

7' - 10"

Notes:

PE3

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

OPEN

PE3

1' - 4" 1' - 10"

26.06

8"

2' - 0"

1' - 4"

Legend:

TYP.

2E

2N

MATERIAL/COLOR TAG

FA

CHEMISTRY WORKROOM & COLLABORATION SPACE INTERIOR ELEVATIONS

2

1/4"=1'-0" 6' - 5"

Key Plan

EQ

10.20

12.09

10.20

EQ

EQ

22.12 5' - 0"

6' - 3"

EQ

4' - 2"

3' - 0"

3' - 0"

402

402

402

EQ

10.21 10.17

ALIGN

8' - 0"

WC1

ALIGN

C

P2

1' - 0" 3' - 0"

EQ 10.17

2' - 10"

LC2

EQ.

EQ

6" DROP GYP. CEILING P2

1' - 0"

18' - 10"

7' - 9"

EQ.

26.06

SEE SHEET NOTE #1

TYP.

1W

4' - 0 1/2" SEE SHEET NOTE #1

TYP.

9

7

5

11

11

6

11

6

A10.60

A10.60

A10.60

A10.60

A10.60

A10.60

A10.60

A10.60

4' - 8"

6' - 0 1/2"

26.06

EQ

10.03

SEE SHEET NOTE #1 SEE SHEET NOTE #1

3' - 0"

3' - 0"

300

324

4' - 4"

1S

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

TYP. 26.06

11.02

SEE SHEET NOTE #1

LEVEL 2

03-119136

APPL

6' - 5" EQ

TYP.

EQ

TYP. 26.06

CL

8' - 0"

10.38

9 A10.60

SEE SHEET NOTE #1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

324

300

324

324

324

300

323

ACS

FLS

SSS

DATE

File No.: 19-H52

FILLER PANEL

Facility:

12.08

3' - 0" 26.06

3' - 0"

4' - 5" SEE SHEET NOTE #1

1SE

EQ

EQ

EQ

LC3 LC1

LC2

2' - 6"

EQ

7' - 0"

2' - 6"

EQ

1' - 8"

EQ

LC2

WC1

IW10

LC2

LC2

LC3

Project:

LC1

BUILDING 500 - MODERNIZATION

LC1

Sheet Title: LC1

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

402

154 B

152

212

1E

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

LC2

2' - 10"

PE2

RS1

2' - 10"

4' - 2"

WC1

2' - 10"

WC1

RS2

6" DROP GYP. CEILING

1' - 8"

ALIGN

P2

4' - 0"

3' - 0"

212 EQ. EQ. FILLER PANEL FILLER PANEL

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

154 B

212

212

212

154 B

211

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR C

3' - 6"

DSA SUBMITTAL

FILLER PANEL

1N CHEMISTRY LAB 2 INTERIOR ELEVATIONS

Date:

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.25

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

324

323

324

3' - 0"

3' - 0"

3' - 0"

324

324

324

EQ

EQ

LC2

LC2

LC2

LC3

LC3

LC3

LC1

LC1

LC1

A10.60

A10.60

A10.60

A10.60

A10.60

3' - 0"

3' - 0"

3' - 0"

1' - 6"

324

324

300

323

EQ EQ

EQ

12.08

EQ

10.20

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

3' - 0"

1' - 6"

324

300

324

324

323

300

323

2' - 10"

7' - 0"

1' - 8"

TYP. 26.06

LC1

LC1

3' - 0"

212

1' - 6"

212

FILLER PANEL

4" FILLER PANEL

26.06

EQ EQ

211

TYP.

3' - 0"

4' - 0"

3' - 0"

212

3' - 0"

212

EQ. FILLER PANEL

3' - 0"

212

212

3' - 0"

3' - 0"

FILLER PANEL EQ. FILLER PANEL

154 B

EQ. FILLER PANEL

3' - 0"

212

212

3' - 0" 152

1' - 6" 211

3' - 0"

EQ. FILLER PANEL

2W 6' - 11"

6' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1 10.17

OBLIQUE VIEW

3' - 2"

1' - 11"

22.12

9' - 0"

402

26.06

EQ

EQ

EQ

TYP.

10.17

EQ

EQ

EQ 212

EQ

Issued

Date

No.

Issued

Date

3' - 0"

1' - 6"

3' - 0"

154 B

212

212

211

154 B

NO. 09.03 10.03

9' - 4"

FILLER PANEL

10.17 10.20 10.21 10.38 11.02 12.08 12.09 22.12 26.06

OBLIQUE VIEW

SEE SHEET NOTE #1

NOTE - DETAIL ROLLER SHADES, SEE 4/A10.90 & 7/A10.90 ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90

EQ

EQ

PE2

4' - 2"

8' - 0"

P2

P2

3' - 0"

WC1

2' - 10"

TYP.

8' - 0"

LC2

402

3' - 0"

6" DROP GYP. CEILING

P2

1' - 4" SEE SHEET NOTE #1

3' - 0"

3' - 8" SEE SHEET NOTE #1

6" DROP GYP. CEILING

3' - 0"

9 . 02 - 24- 1 R OF CA L I F O

Keynotes:

2S

18' - 4"

EQ

12.09

3' - 0" 10.38

LC1

2SW

10.21

2' - 10"

EN

1' - 8"

2' - 6"

LC2

10.03

No.

LC1

LC2

TE

ISSUE:

LC2 LC3

LC2

3' - 0"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

IA

A10.60

NO. C-19759

N

6

EQ. FILLER PANEL

LI C CHR I STO

11

2' - 6"

324

3' - 0"

EQ. FILLER PANEL

6

2' - 10"

323

1' - 6"

A10.60

9

A

36"

A10.60

5

R

36"

11.02

7

3551005000

11

ST

18"

4" FILLER PANEL 10.20 EQ EQ

11

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

PE2

3' - 0"

402 14' - 8"

402

26.06

26.06

TYP.

TYP.

Notes:

11' - 0"

6' - 1"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2E

SEE SHEET NOTE #1

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

2N

2

CHEMISTRY LAB 1 INTERIOR ELEVATIONS

Legend:

1/4"=1'-0" MATERIAL/COLOR TAG

FA

9 A10.60

6' - 2" 10.17

14' - 9" EQ

10.21

CL EQ

EQ

EQ

10.17 EQ

6' - 8"

SEE SHEET NOTE #1

10.20

SEE SHEET NOTE #1

EQ

5' - 9"

EQ

3' - 0"

10.03

10.38

EQ

OBLIQUE VIEW

3' - 0"

3' - 0"

3' - 0"

324

300

324

EQ

10.20 EQ

12.08 EQ

EQ

1' - 6"

3' - 0"

3' - 0"

323

300

324

LC2

Key Plan

LC3

12.09

LC1

6" DROP GYP. CEILING

1' - 8"

P2

LC1

P2 3' - 0" 26.06

402

TYP.

3' - 0"

EQ EQ

402 14' - 8"

1' - 1" SEE SHEET NOTE #1

LC1

2' - 10"

7' - 0"

8' - 0"

TYP.

2' - 10"

8' - 0"

LC2

7' - 0"

LC2

22.12

2' - 6"

P2

LC1

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 6"

3' - 0"

3' - 0"

3' - 0"

212

154 B

212

154 B

211

154 B

212

402

C

26.06

SEE SHEET NOTE #1

TYP.

1W

1S

LEVEL 2 Agency Approval:

11

5

A10.60

A10.60

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

LC2

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

324

324

324

324

300

324

324

TYP.

3' - 3 1/2" SEE SHEET NOTE #1

7' - 0"

File No.: 19-H52 09.03

Facility:

26.06 SEE SHEET NOTE #1

LC3 LC1

ALIGN RS2 RS1

Project: EQ

EQ

IW09

EQ

WC1

EQ

BUILDING 500 - MODERNIZATION

1' - 8"

2' - 6"

LC2

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

ALIGN

PE2

2' - 10"

ALIGN

1' - 5"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

212

212

212

212

212

212

212

212

212

152

3' - 0"

4' - 0"

3' - 0"

212 212 EQ. EQ. FILLER PANEL FILLER PANEL

1E

3' - 9"

8' - 6 1/2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

Sheet Title:

ALIGN

PE2

TYP. 26.06

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR C

4' - 4"

DSA SUBMITTAL

1N

Date:

CHEMISTRY LAB 8 INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.26

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

11

Issued

Date

No.

Issued

Date

A10.60

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

324

324

324

324

LC2 LC3

Keynotes:

LC1

NO. 10.01 10.02 10.03

26.06

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

211

212

212

212

212

FILLER PANEL

NOTE - DETAIL MARKERBOARD, SEE 1/A10.90 TACKBOARD, SEE SPECS ACCESSIBLE GOGGLE SANITATION CABINET, SEE 6/A10.60 SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90 DOUBLE DUPLEX OUTLET, SEE 9/A10.90

10.17 10.20 10.21 10.38

3S

3

CHEMISTRY WORKROOM & COLLABORATION SPACE INTERIOR ELEVATIONS

1/4"=1'-0"

11.02 12.08 12.09 22.12 26.06 26.07

9 A10.60 10.17

10.01

6' - 3"

CL

9' - 2" EQ

EQ

EQ

10.21

EQ

6' - 2"

10.17 9' - 2"

LC2 EQ

TYP. 26.06

SEE SHEET NOTE #1

EQ 12.09

22.12

6

11

6

9

A10.60

A10.60

A10.60

A10.60

1' - 6"

3' - 0"

1' - 6"

3' - 0"

3' - 0"

3' - 0"

323

300

323

324

324

300

LC2

6" DROP GYP. CEILING

10.20

Notes:

1' - 8"

2' - 6" 3' - 0"

3' - 6"

LC1

Legend:

3' - 9"

26.06 402 13' - 10"

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

LC2

2' - 10"

7' - 0"

7' - 0"

8' - 0"

TYP.

8' - 0" 2' - 10"

P2

TYP.

EQ

LC1

P2

402

EQ

LC3

P2

3' - 0"

12.08

1' - 0"

1' - 1" SEE SHEET NOTE #1

3' - 0"

1' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

154 B

211

212

212

154 B

402

MATERIAL/COLOR TAG

FA

SEE SHEET NOTE #1

2W 5

11

A10.60

A10.60

2S

7 A10.60

1' - 6"

3' - 0"

3' - 0"

3' - 0"

323

300

324

324

OBLIQUE VIEW 10.38

EQ

EQ

EQ EQ

11.02

1' - 0"

EQ.

EQ.

3' - 2" SEE SHEET NOTE #1

6' - 6" SEE SHEET NOTE #1

TYP. 26.06

Key Plan 10.02

LC2 LC3 P2

2' - 6"

LC1

EQ. 211 FILLER PANEL

3' - 0"

3' - 0"

3' - 0"

152

212

212

3' - 8"

4' - 0"

26.06

EQ. FILLER PANEL

TYP. FILLER PANEL

P2

EQ EQ

3' - 0"

154 B EQ. EQ. FILLER PANEL FILLER PANEL

2SE

2' - 10"

2' - 10"

2' - 10" 1' - 6"

4' - 2"

WC1 LC3 LC1

1' - 8"

TYP. 26.06

10.03

3' - 5"

8' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

6' - 0"

7' - 0"

D

10' - 0"

LEVEL 2

2E

2N

Agency Approval:

CHEMISTRY LAB 6 INTERIOR ELEVATIONS

2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

1/4"=1'-0" ACS

6

11

11

A10.60

A10.60

A10.60

FLS

SSS

DATE

File No.: 19-H52 Facility:

FILLER PANEL PL1

3' - 0"

3' - 0"

3' - 0"

TYP.

1' - 6"

3' - 0"

3' - 0"

302

300

302

26.06

301

302

302

6' - 1"

FILLER PANEL PL1

SS1

SS1

PL1

PL1

26.07

EQ

26.06

EQ

10.20

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

10.38

Project:

2' - 6"

2' - 6"

BUILDING 500 - MODERNIZATION

Sheet Title:

1' - 8"

PL1

EQ. FILLER PANEL

PE2

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR D

2' - 10"

2' - 10"

1' - 8"

OPEN

3' - 0"

3' - 0"

3' - 0"

222

154 B

222

TYP. EQ. FILLER PANEL

2' - 0"

26.06

1W

1' - 6" 211 EQ. FILLER PANEL

3' - 0"

3' - 0"

222

222

8' - 0" EQ. FILLER PANEL

1S

DSA SUBMITTAL

5' - 0"

1E

Date:

08/13/18

Client Project No: 3551005000

Sheet:

FACULTY SPACE INTERIOR ELEVATIONS

1

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

A8.27

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

NO. 10.02 10.17 10.20 10.21 10.38

NOTE - DETAIL TACKBOARD, SEE SPECS SHORT THROW PROJECTOR MOUNT, SEE -/-EXIT DOOR SIGNAGE, SEE 1/A10.80 OCCUPANT LOAD SIGN, REFER TO 6/A10.80 SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER / BLANKET CABINET - SEE 2/A10.90 FUME HOOD, SEE 3/A10.61 TEACHER PERSONAL CABINET, SEE 4/A10.62 CHROME BOOK CHARGING CABINET, SEE 4/A10.62 EYEWASH / DELUGE SHOWER, SEE 5/A10.90 SINGLE DUPLEX OUTLET, SEE 9/A10.90

11.02 12.08 12.09 22.12 26.06

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

Legend:

MATERIAL/COLOR TAG

FA

5 A10.60

FILLER PANEL LC2

3' - 0"

3' - 0"

324

324

11.02

TYP. 26.06

11

9

6

11

7

A10.60

A10.60

A10.60

A10.60

A10.60

6

12.08

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

324

300

324

324

324

324

324

324

324

324

324

FILLER PANEL LC2

LC3

LC3

LC1

LC1

3' - 0"

3' - 0"

3' - 0"

324

300

324

EQ

A10.60

TYP. 10.20 26.06

EQ

EQ

EQ

Key Plan 1' - 6"

3' - 0"

3' - 0"

3' - 0"

323

324

300

324 LC2 LC3

0"

3' - 0" 212

3' - 0"

4' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

152

212

212

212

212

212

212

212

212

212

212 212 EQ. EQ. FILLER PANEL FILLER PANEL

LC1

LC2

1' - 8"

2' - 6"

LC2

2' - 10"

7' - 0"

2' - 10"

1' - 8"

2' - 6"

LC2

FILLER PANEL

LC1

LC1

LC1

D 3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

402

212

154 B

212

154 B

10.38

1' - 6"

3' - 0"

3' - 0"

3' - 0"

211

212

154 B

212

LEVEL 2

1W

1S

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

9 10.17

10.21

10.17 ACS

6' - 1"

5' - 11"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

9' - 2"

CL LC2

OBLIQUE VIEW

EQ

EQ

EQ

EQ

6' - 3"

EQ

3' - 3" 10.02

EQ

2' - 5"

3' - 0" 402

3' - 0" 402

13' - 10" 1' - 0" SEE SHEET NOTE #1

SEE SHEET NOTE #1

10.20

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

4' - 2"

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

P2

6' - 3" 26.06

26.06

TYP.

TYP.

1E

SSS

DATE

WC1

2' - 10"

TYP.

8' - 0"

8' - 0" P2

3' - 9"

SEE SHEET NOTE #1 SEE SHEET NOTE #1

FLS

File No.: 19-H52

P2

P2

EQ

OBLIQUE VIEW

1' - 0"

P2

EQ

6' - 5"

12.09

22.12

6" DROP GYP. CEILING

03-119136

APPL

A10.60

8' - 6"

3' - 2"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

MAIN LEVEL - INTERIOR ELEVATIONS - SECTOR D

DSA SUBMITTAL

1N

Date:

CHEMISTRY LAB 7 INTERIOR ELEVATIONS

1

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

08/13/18

Client Project No: 3551005000

Sheet:

A8.28

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

DOOR SCHEDULE

0' - 4"

0' - 4"

02:D

0' - 10"

0' - 10"

06:S

0' - 4"

0' - 4"

0' - 4"

04:D

VARIES 0' - 10"

LV

42" MAX

03:D

05:D

06:D

DOOR PANELS

5

4.

5. 6.

7.

8.

9.

10.

11. 12.

13. 14.

15. 16. 17.

18. 19. 21. 23. 24. 25. 26. 27.

GENERAL NOTES

6

NTS

SEE SCHEDULE

SEE SCHEDULE CT

SEE SCHEDULE

CT

CT

2"

CT

2"

A:S

B:S

D:S

SEE SCHEDULE

SEE SCHEDULE

CT

CT

A:D

F:S SEE SCHEDULE

3.

3' - 0" 3' - 0"

7' - 0" 7' - 0"

5-010B

3' - 0"

7' - 0"

5-011 5-012 5-013 5-014 5-015 5-016 5-017 5-101A 5-101B 5-101C

3' - 0" 3' - 0" 3' - 0" 3' - 0" 2 3' - 0" 3' - 3" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

5-102A 5-102B

3' - 0" 3' - 0"

7' - 0" 7' - 0"

5-103A 5-103B

3' - 0" 3' - 0"

7' - 0" 7' - 0"

5-104A 5-104B 5-104C

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

7' - 0" 7' - 0" 7' - 0"

5-105A 5-105B 5-105C

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

7' - 0" 7' - 0" 7' - 0"

5-106A 5-106B 5-106C

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

7' - 0" 7' - 0" 7' - 0"

5-107A 5-107B

3' - 0" 3' - 0"

7' - 0" 7' - 0"

5-108A 5-108B 5-108C

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

7' - 0" 7' - 0" 7' - 0"

5-109A 5-109B 5-110 5-111 5-112A 5-112B

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

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

5-113

3' - 0"

7' - 0"

3' - 0" 2 3' - 0"

7' - 0" 7' - 0"

2' - 6" 3' - 0"

7' - 0" 7' - 0"

5-117

3' - 0"

7' - 0"

5-118 5-119A

3' - 0" 3' - 0"

7' - 0" 7' - 0"

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

7' - 0" 7' - 0" 7' - 0"

D:D

5-114A 5-114B

CT

F:D

DOOR FRAMES

4

1/4" = 1'-0" AL AO AS CG CT CR CW D DE DP EL ET FA FF FRG FRG/ FS GL HB

ALUMINUM AUTOMATIC DOOR OPERATOR AS SPECIFIED CLEAR GLASS CLEAR TEMPERED CARD READER CURTAIN WALL DOUBLE DELAYED EGRESS DOOR POSITION SWITCH ELECTRICAL LOCK ENTRY TELEPHONE FIRE ALARM INTERFACE RELAY FACTORY FURNISHED FIRE RATED GLASS FIRE RATED GLASS & FRAMING SYSTEM GLASS HELP BUTTON

HM I IG IP K WF LA LE MG MM N/A NR PH PLO PL PP PR CW PT

HOLLOW METAL INTERCOM INSULATING GLASS INFILL PANEL SCRAMBLED KEYPAD WELDED STEEL FRAME LOCAL ALARM LOW-E INSULATING GLASS MIRROR GLASS METAL MESH NOT APPLICABLE NOT RATED PANIC HARDWARE PRIVACY LOCK PLASTIC LAMINATE PUSH PLATE (# OF PLATES) PAIR OF DOOR (LEAF SIZE) CURTAIN WALL PAINT (FIELD PAINT H.M. DOOR & FRAME

RF S SG SC SF SG SPG STL SM T TG UC VA WF WG WD WS WW

REFER TO RADIO FREQUENCY SINGLE STAIN GRADE WOOD VENEER SOLID CORE STORE FRONT SAFETY GLASS SPANDREL GLASS STEEL SMOKE BARRIER SEAL TEMPERED TINTED GLASS UNDERCUT VINYL ACRYLIC CLAD FINISH WELDED STEEL FRAME WIRE GLASS WOOD (SOLID CORE) WORK STATION HUGGS SYSTEM WINDOW WALL

DOOR SCHEDULE LEGEND

3

NTS

0' - 0" HM

PT

A:S

102

Yes

N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80

3

HM HM HM HM

PT PT PT PT

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

HM HM HM HM

PT PT PT PT

F:S SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE A:S

003 003 003 103A

Yes Yes Yes No

CT CT CT N/A

1/A10.20 1/A10.20 1/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80 3/A10.80

2 2 2 1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 003 A:S 104A

Yes Yes

CT 10/A10.20 10/A10.20 14/A10.20 1/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

01 : S 01 : S 01 : S 01 : S

10/A10.20 10/A10.20 10/A10.20 17/A10.20

14/A10.20 10/A10.20 10/A10.20 17/A10.20

14/A10.20 14/A10.20 14/A10.20 17/A10.20

THRESH

PT 01 : S

JAMB 2

HM

JAMB 1

2 2 1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 003 A:S 103A

Yes Yes

CT 10/A10.20 10/A10.20 14/A10.20 1/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 003 F:S 003 A:S 104A

Yes Yes Yes

CT 10/A10.20 10/A10.20 14/A10.20 1/A10.20 CT 10/A10.20 14/A10.20 14/A10.20 1/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80

2 2 1,3

103A

2 1,3

F:S A:S

007A 103A

Yes Yes

CT 10/A10.20 14/A10.20 14/A10.20 2/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

PT

A:S

103A

Yes

N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80

1,3

HM HM HM HM HM HM HM HM HM HM

PT PT PT PT PT PT PT PT PT PT

A:S A:S A:S A:S A:S SEE WINDOW SCHEDULE F:S SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE A:S

105 105 106 107 108 006 002 003 003 109

No No No No Yes Yes Yes Yes Yes No

N/A N/A N/A N/A N/A CT CT CT CT N/A

8/A10.20 8/A10.20 N/A N/A N/A 1/A10.20 1/A10.20 3/A10.20 3/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80

1,3 1,3 3 3 3 2 2 2 2 1,3

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 003A A:S 109

Yes Yes

CT 10/A10.20 10/A10.20 14/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 003 A:S 109

Yes Yes

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 003 SEE WINDOW SCHEDULE 003 A:S 103A

Yes Yes No

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80

2 2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 003 SEE WINDOW SCHEDULE 003 A:S 103A

Yes Yes No

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80

2 2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 003 SEE WINDOW SCHEDULE 003 A:S 103A

Yes Yes No

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80

2 2 1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 003 A:S 104A

Yes Yes

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 003 F:S 003 A:S 103A

Yes Yes No

CT 10/A10.20 10/A10.20 16/A10.20 3/A10.20 CT 10/A10.20 16/A10.20 16/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80 3/A10.80

2 2 1,3

HM HM HM HM HM HM

PT PT PT PT PT PT

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

HM HM HM HM HM HM

PT PT PT PT PT PT

SEE WINDOW SCHEDULE F:S A:S A:S F:S A:S

004 005 110 110 005 111

Yes Yes No No Yes No

CT CT N/A N/A CT N/A

3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80 3/A10.80

2 2 3 3 2 3

NR

HM

PT 01 : S

0' - 0" HM

PT

A:S

107

No

3/A10.80

3

HM HM

PT 01 : S PT 01 : D

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 006 A:D 112

Yes Yes

3/A10.20 1/A10.20 8/A10.20 8/A10.20 5/A10.20 19/A10.2 0 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 CT 10/A10.20 10/A10.20 10/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

A:S A:S

113 114

No No

N/A 15/A10.20 15/A10.20 15/A10.20 X## N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

3 3

HM

PT 01 : S

0' - 0" HM

PT

A:S

115

Yes

N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80

1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 006 A:S 103A

Yes Yes

CT 10/A10.20 10/A10.20 10/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1

7' - 0"

5-120A 5-120B

3' - 0" 3' - 0"

7' - 0" 7' - 0"

5-122 5-123A 5-123B

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

7' - 0" 7' - 0" 7' - 0"

5-124 5-125 5-126

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

7' - 0" 7' - 0" 7' - 0"

5-127

3' - 0"

5-128 5-129

3551005000 633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

TE

NO. C-19759

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: Issued

Date

No.

Issued

Date

Keynotes:

3/A10.80 3/A10.80

3' - 0"

A RC H SED IT N E R R ICHA R E PH

No.

CT 10/A10.20 14/A10.20 14/A10.20 1/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

5-119B

2

3/A10.80 3/A10.80 3/A10.80

Yes Yes

NR 20 Min NR 20 Min 20 Min NR 20 Min 20 Min NR 20 Min NR NR NR

5-115 5-116

CT 10/A10.20 14/A10.20 14/A10.20 1/A10.20 CT 10/A10.20 10/A10.20 14/A10.20 1/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

IA

5-009 5-010A

5-007A 5-007B 5-007C

No Yes Yes

N

7' - 0" 7' - 0"

7' - 0" 7' - 0"

F:S 001 SEE WINDOW SCHEDULE 003 A:S 100

COMMENTS (SEE SIGN DETAILS SHEET NOTES)

LI C CHR I STO

3' - 0" 3' - 0"

3' - 0" 3' - 0"

2"

2.

THE PURPOSE OF THIS SHEET IS TO DESCRIBE AND ILLUSTRATE DOOR TYPES. NOT ALL DOOR TYPES SHOWN ARE NECESSARILY USED. SEE DOOR MARK SCHEDULE FOR DOOR TYPES USED. FIRE DOORS, FIRE WINDOWS AND FIRE DAMPERS SHALL HAVE AN APPROVED LABEL OR LISTING MARK, INDICATING THE FIRE PROTECTION RATING WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY ARE DONE. SMOKE BARRIER DOORS INSTALLED ACROSS THE CORRIDORS AND EXIT ACCESS DOORS LOCATED AT ZONE BOUNDARIES SHALL BE EQUIPPED WITH APPROVED VISION PANELS. ALL SMOKE BARRIER DOORS LOCATED ON THE FLOOR OR IN THE AFFECTED ZONE SHALL COMPLY WITH CBC SECTION 715.4.7.3, SHALL BE AUTOMATIC CLOSING UPON ACTIVATION OF THE BUILDING FIRE ALARM. ALL DOORS IN SMOKE BARRIERS AND OPENING INTO RATED EXIT WAYS SHALL BEAR AN APPROVED LABEL BEARING THE LETTER "S" (CBC 715.4.5.3). ALL INTERIOR DOORS IN A 2-HOUR EXIT ENCLOSURE SHALL BE PROTECTED BY A FIRE POINT FOR SUCH DOORS SHALL NOT EXCEED 450 DEGREES F ABOVE AMBIENT AT THE END OF 30 MINUTES OF THE FIRE EXPOSURE SPECIFIED IN CBC 715.4.4. FIRE ASSEMBLIES REQUIRED TO HAVE 1 1/2 HOURS, 1 HOUR OR 3/4 HOUR FIRE PROTECTION RATING SHALL BE EITHER AUTOMATIC OR SELF CLOSING FIRE ASSEMBLIES IN ACCORDANCE WITH NFPA 80 AND CBC SECTION 715.4.7.3. GLASS: A. INTERIOR DOORS: 1. NON-RATED DOORS SHALL HAVE 1/4" CLEAR TEMPERED GLASS. 2. ALL RATED DOORS SHALL HAVE 1/4" CLEAR FIRE RATED GLASS. B. MAXIMUM GLASS IN FIRE RATED DOORS: 1. 20 MINUTE DOORS: 1296 SQUARE INCHES MAXIMUM 2. 60 MINUTE DOORS: 100 SQAURE INCHES MAXIMUM 3. 90 MINUTE DOORS: 100 SQUARE INCHES MAXIMUM PER LITE GLAZING IN THE FOLLOWING LISTED AREAS SHALL BE DEEMED TO BE LOCATED IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT: A. INGRESS AND EGRESS DOORSS. B. FIXED PANELS IN SWINGING DOORS. C. GLAZING IN FIXED PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR ON A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. D. GLAZING IN AN INDIVIDUAL FIXED PANELS WHERE: 1) THE EXPOSED AREA OF INDIVIDUAL PANE EXCEEDS 9 SQUARE FEET. 2) THE EXPOSED BOTTOM EDGE IS LESS THAN 18 INCHES ABOVE THE FLOOR. 3) THE EXPOSED TOP EDGE IS GREATER THAN 36 INCHES ABOVE THE FLOOR. 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF GLAZING. EACH LIGHT OF THE GLAZING SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS. WHEN APPROVED BY THE AGENCY, LABELS MAYBE OMITTED FROM OTHER THAN SAFETY GLAZING MATERIALS, PROVIDED AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. IDENTIFICATION OFGLAZING IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND READABLE FROM THE INSIDE OF THE BUILDING AFTER INSTALLATIONS. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PANIC HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF CBC 1008.1.9. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. DOOR ASSEMBLIES, APPROACHES AND FINISH HARDWARE SHALL BE IN COMPLIANCE WITH DISABLED ACCESS CONSTRUCTION STANDARDS. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: A. EXTERIOR DOORS 5.0 POUNDS B. INTERIOR DOORS 5.0 POUNDS C. FIRE DOORS 15.0 POUNDS WATER CLOSET ROOMS SHALL BE SEPARATED FROM FOOD PREPARATION AND STORAGE AREAS WITH TIGHT FITTING DOORS. ALL EXTERIOR WALL DOOR AND WINDOW GLAZING ASSEMBLIES SHALL BE TINTED. ALL INTERIOR DOOR AND WINDOW GLAZING ASSEMBLIES SHALL BE CLEAR. DOOR OPENING LOCATIONS: A. IMMEDIATELY (4") ADJACENT TO A FLANKING WALL UNLESS NOTED OTHERWISE. B. DOOR OPENINGS IN OTHER LOCATIONS ARE LOCATED BY DIMENSIONS. SEE SPECIFICATIONS FOR HARDWARE GROUPS ALL DOOR FRAMES ARE WELDED FRAMES, UNLESS NOTED OTHERWISE FRAME DEPTH TO BE DETERMINED BY OVERALL WALL THICKNESS. WHERE DOOR KICK-MOP PLATES AND ARMOR PLATES OCCUR AT WOOD DOORS, SEE DOOR DETAILS AND FLOOR PLANS. ALL EXTERIOR DOORS SHALL HAVE METAL THRESHOLDS. SEE HARDWARE SCHEDULE. WHERE DOOR HOLD-OPEN DEVICES OR DOOR STOPS OCCUR AT WALLS, PROVIDE BACKING PLATE PER BACKING PLATE SCHEDULE. SEE SPECIFICATION SECTION 08800 FOR VISION PANELS. TINTED LAMINATED GLAZING AT EXTERIOR WALLS. CLEAR LAMINATED GLAZING AT INTERIOR WALLS (TYP.) VERIFY CROSS CORRIDOR DOOR SIZES WITH MANUFACTURER.

1' - 8"

1/4" = 1'-0"

1.

5-008A 5-008B

5-006A 5-006B

PT PT PT

HEAD

7' - 0" 7' - 0"

0' - 0" HM 0' - 0" HM 0' - 0" HM

GLASS

3' - 0" 3' - 0"

PT 01 : S PT 01 : S PT 01 : S

PANIC

5-005A 5-005B

0' - 4"

36" +/-

CT

0' - 4"

0' - 4"

VARIES

36" +/CT

42" MAX

0' - 10"

01:D

0' - 4"

0' - 10"

0' - 4" TYP 0' - 6" TYP.

CT

0' - 4"

05:S

0' - 4"

0' - 6" TYP.

0' - 4"

LV

04:S

0' - 4"

0' - 4" TYP

03:S

36" +/-

CT

0' - 4"

42" MAX

42" MAX

0' - 10"

02:S

0' - 4"

01:S

CT

FINISH

0' - 4"

0' - 4"

CT

36" +/-

CT

0' - 4"

0' - 6" TYP. 0' - 4" TYP

0' - 4"

0' - 6" TYP.0' - 4" TYP

0' - 4"

CT

MATERIAL

7' - 0" 7' - 0" 7' - 0" 7' - 0"

UNDERCUT

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

PANEL TYPE

5-003B 5-004A 5-004B 5-004C

HM HM HM

FINISH

7' - 0"

NR NR 20 Min 20 Min NR NR NR 20 Min NR 20 Min NR 20 Min NR NR 20 Min NR 20 Min NR 20 Min 20 Min NR NR NR NR NR NR NR NR NR 20 Min NR 20 Min NR 20 Min NR NR 20 Min NR NR 20 Min NR NR 20 Min NR 20 Min NR NR 20 Min NR NR NR NR NR NR

MATERIAL

3' - 0"

FIRE RATING

5-003A

# OF

7' - 0" 7' - 0" 7' - 0"

FRAME TYPE

HARDWARE GROUP

T E C AYLOR T D

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

DETAILS

A

5-001 5-002A 5-002B

FRAME

R

HEIGHT

DOOR NUMBER

DOOR

ST

PANEL

DOOR SIZE WIDTH

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

F:S A:S

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

HM

PT 01 : S

0' - 0" HM

HM HM HM HM HM HM HM HM HM HM

PT PT PT PT PT PT PT PT PT PT

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

HM HM

01 : S 01 : S 01 : S 01 : S 01 : S 01 : D 01 : S 01 : S 01 : S 01 : S

01 : S 01 : S 01 : S 01 : S 01 : S 01 : S

15/A10.20 15/A10.20 15/A10.20 15/A10.20 15/A10.20 10/A10.20 10/A10.20 10/A10.20 10/A10.20 17/A10.20

10/A10.20 10/A10.20 15/A10.20 15/A10.20 10/A10.20 15/A10.20

15/A10.20 15/A10.20 15/A10.20 15/A10.20 15/A10.20 10/A10.20 14/A10.20 10/A10.20 10/A10.20 17/A10.20

10/A10.20 14/A10.20 15/A10.20 15/A10.20 14/A10.20 15/A10.20

15/A10.20 15/A10.20 15/A10.20 15/A10.20 15/A10.20 10/A10.20 14/A10.20 16/A10.20 16/A10.20 17/A10.20

16/A10.20 14/A10.20 15/A10.20 15/A10.20 14/A10.20 15/A10.20

Notes:

1. 2.

3.

ACOUSTICALLY SENSITIVE DOOR; MIN. STC 45 REQUIRED EXTERIOR SIDE OF DOOR PANEL TO BE P5 FINISH, INTERIOR SIDE OF DOOR PANEL TO BE PL1 FINISH. EXTERIOR SIDE OF DOOR FRAME TO BE P6 FINISH, INTERIOR SIDE OF DOOR FRAME TO BE P4 FINISH. BOTH SIDES OF DOOR PANEL TO BE PL1 FINISH. BOTH SIDES OF DOOR FRAME TO BE P4 FINISH.

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

HM

PT 01 : S

0' - 0" HM

PT

A:S

103A

Yes

N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80

1,3

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

F:S A:S

003A 103A

Yes Yes

CT 10/A10.20 10/A10.20 14/A10.20 3/A10.20 N/A 17/A10.20 17/A10.20 17/A10.20 7/A10.20

3/A10.80 3/A10.80

2 1,3

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 007A SEE WINDOW SCHEDULE 007A A:S 116

Yes Yes No

3/A10.80 3/A10.80 3/A10.80

2 2 3

NR NR NR

HM HM HM

PT 01 : S PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM 0' - 0" HM

PT PT PT

SEE WINDOW SCHEDULE 008 F:S 003A A:S 117

No Yes No

3/A10.80 3/A10.80 3/A10.80

2 2 3

7' - 0"

NR

HM

PT 01 : S

0' - 0" HM

PT

A:S

118

No

3/A10.80

3

3' - 0" 3' - 0"

7' - 0" 7' - 0"

NR NR

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

SEE WINDOW SCHEDULE 007 A:S 118

Yes No

3/A10.80 3/A10.80

2 3

5-130A 5-130B

3' - 0" 3' - 0"

7' - 0" 7' - 0"

NR NR

HM HM

PT 01 : S PT 01 : S

0' - 0" HM 0' - 0" HM

PT PT

F:S A:S

007 118

Yes No

3/A10.80 3/A10.80

2 3

5-131

3' - 0"

7' - 0"

NR

HM

PT 01 : S

0' - 0" HM

PT

A:S

119

No

3/A10.80

3

DSA SUBMITTAL

5-132

3' - 0"

7' - 0"

20 Min

HM

PT 01 : S

0' - 0" HM

PT

A:S

101

No

CT 10/A10.20 10/A10.20 14/A10.20 5/A10.20 CT 10/A10.20 10/A10.20 14/A10.20 5/A10.20 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 CT 10/A10.20 14/A10.20 14/A10.20 4/A10.20 CT 10/A10.20 14/A10.20 14/A10.20 3/A10.20 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 CT 10/A10.20 10/A10.20 16/A10.20 5/A10.20 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 CT 10/A10.20 14/A10.20 14/A10.20 5/A10.20 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 N/A 15/A10.20 15/A10.20 15/A10.20 19/A10.2 0 N/A 17/A10.20 17/A10.20 17/A10.20 N/A

3/A10.80

3

Date:

03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

DOOR SCHEDULE

08/13/18

Client Project No: 3551005000

Sheet:

DOOR SCHEDULE

1

NTS Please Recycle

A9.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

WINDOW FRAME ABBREVIATIONS:

AL HM NR PT G1 G2 G3 G4 TP S

ALUMINUM HOLLOW METAL NOT RATED PAINTED LAMINATED GLASS CLEAR GLASS 45 MIN. RATED GLASS CLEAR GLASS WITH ONE-WAY VISION FILM TEMPERED GLASS SPANDREL GLASS

NOTE:

A10.20 3' - 6"

3' - 6"

3' - 6"

3' - 6"

1' - 2"

3' - 6"

3' - 6"

3' - 6"

3' - 6"

6

A10.20

A10.20

3' - 6"

3' - 6"

3' - 6"

A10.20

A10.20

6 A10.20

A10.20

3' - 2"

(N) COLUMN INSIDE WALL

6

G3

A10.20

G3

G3

G3

G3

6 A10.20

IW12

G3

3' - 6"

G3

3' - 6"

3' - 6"

A10.20

G3

G3

G3

G3

G3

A10.20

G3

6 A10.20

IW11

3' - 6"

ROLLER SHADES, WHERE OCCURS

6 2"

6

3' - 2"

G3

3' - 6"

6

6

A10.20

3' - 2"

G3

6

2"

G3

A10.20

6

2"

G3

6

3' - 6"

2"

6

G3

A10.20

3' - 6"

6

3' - 6"

2"

6

G3

3' - 6"

ROLLER SHADES, WHERE OCCURS

ROLLER SHADES, WHERE OCCURS

ROLLER SHADES, WHERE OCCURS

A10.20

3' - 6"

3' - 6"

6

3' - 6"

A10.20

A10.20

3' - 2"

6

2"

6

6

1. ALL GLASS TO BE CLEAR GLASS (G2), U.N.O. REFER TO SPECIFICATION SECTION 08 80 00. 2. ALL WINDOW FRAMES TO BE HOLLOW METAL, U.N.O

A10.20

IW10

IW09

Agency Approval:

12

9

A10.20 A10.20

4' - 2"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

9

9

A10.20

A10.20

5' - 6"

W06

INFILL TO MATCH EXISTING MASONRY

12

A10.20 A10.20

9

W04

ACS

A10.20 A10.20

18

G4

ADJACENT TO A10.20 DOOR 5-016

2"

9

WF2 GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

DOOR SIGNAGE, REFER TO 3/A10.80

4"

3' - 0"

8"

3' - 0"

G4 2"

10

G4

WF1

EQ.

12

A10.20 A10.20

A10.20

G4

9

G4

9

12

W03

W02

12

9

9

A10.20 A10.20

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

WINDOW SCHEDULE

EQ.

6' - 6"

File No.: 19-H52

Sheet Title:

12

A10.20 A10.20

SSS

WF1

4"

G4

3' - 6"

GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

DOOR SIGNAGE, REFER TO 3/A10.80

2"

2' - 0"

2"

WF2

4' - 8"

G4

6' - 4"

2"

A10.20 A10.20

12

FLS DATE

2" 12

SAMPLE OVERLAY TEXT. SEE FINISH SCHEDULE.

A10.20 A10.20

W05

9

2' - 0"

1' - 8"

2"

G4

4"

DOOR SIGNAGE, REFER TO 3/A10.80

3' - 6"

GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

4' - 8"

WF2

5-118

9' - 2 1/2" AT DOOR 5-016

WF3

2"

6' - 4"

6' - 4"

12

8' - 10 1/2" AT DOORS 5-114A

A10.20 A10.20

A10.20 A10.20

WF1

9

A10.20

9

03-119136

APPL

12

7' - 4"

1' - 8"

3' - 6"

G4

2"

2"

3' - 6"

G4

WF1

A10.20

WF1

9

W07

WF1

G4

9

A10.20 A10.20

2' - 0"

A10.20

GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

G4

10

2' - 0"

10

G4

2' - 0"

2"

2"

4' - 8"

3' - 6"

4' - 8"

6' - 4"

G4

2"

2" 1' - 8"

2" 6' - 4"

4' - 8"

3' - 6"

G4

2"

4"

4' - 2"

DOOR SIGNAGE, REFER TO 3/A10.80

2"

2"

WF2

4"

WF1

GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

WF2 GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

2"

A10.20

9

G4

9

12

12

5' - 0"

WF3

A10.20 A10.20

2' - 0"

DOOR SIGNAGE, REFER TO 3/A10.80

G4

WF2

G4

2' - 0"

G4

2"

2"

A10.20

2"

G4

9

12

A10.20 A10.20

SAMPLE OVERLAY TEXT. SEE FINISH SCHEDULE.

3' - 4"

5' - 0"

4"

4"

3' - 6"

10

9

A10.20

A10.20 A10.20

15' - 4"

2"

2' - 0"

2"

GRADIENT TRANSITION TO BEGIN AT 3'-6" AND FADE TO CLEAR BY 4'-8"

2"

2' - 0"

4' - 8"

6' - 4"

WF2

A10.20

A10.20

9

12

G4

G4

9

A10.20

9

6' - 4"

12' - 0"

G4

9

WF3

1' - 8"

A10.20

9

4' - 8"

SAMPLE OVERLAY TEXT. SEE FINISH SCHEDULE.

9

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

12

A10.20 A10.20

DSA SUBMITTAL

W01

Date:

08/13/18

Client Project No: 3551005000

Sheet:

Please Recycle

A9.12

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

2 1 A10.10 A10.10

4 3 A10.10 A10.10

ROOF AND FLOOR ASSEMBLY

4 3 A10.10 A10.10

ROOF AND FLOOR ASSEMBLY

ROOF AND FLOOR ASSEMBLY

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE:

FINISH CEILING LINE WHERE OCCURS

No.

FINISH CEILING LINE WHERE OCCURS

Issued

Date

No.

Issued

Date

STEEL STUDS, SIZE PER SCHEDULE BELOW

DOUBLE LAYER 5/8" TYPE 'X' GYP. BD.

5/8" GYP BD, TYP ON BOTH SIDES

FINISH CEILING LINE WHERE OCCURS

AIR SPACE

SINGLE LAYER 5/8" TYPE 'X' GYP. BD.

SINGLE LAYER 5/8" SOUNDBREAK GYP. BD.

SINGLE LAYER 5/8" SOUNDBREAK XP GYP. BD.

SINGLE LAYER 5/8" TYPE 'X' GYP. BD.

Keynotes:

CERAMIC TILE WHERE REQUIRED; SEE INTERIOR ELEVATIONS

METAL STUD WALL, SIZE PER SCHEDULE BELOW UTILITY BOX W/ FIRE RATED SEALANT ALL AROUND WHEN REQUIRED, IF OPENING IS OVER 16 SQ. IN., SEE DETAIL 5/A10.10 6" GLASS FIBER INSULATION TO FULL HT. OF WALL 15 A10.10

METAL STUD WALL, SIZE PER SCHEDULE BELOW

ACOUSTICAL SEALANT ON BOTH SIDES AT ACOUSTICALLY RATED ROOMS

UTILITY BOX W/ FIRE RATED SEALANT ALL AROUND WHEN REQUIRED, IF OPENING IS OVER 16 SQ. IN., SEE DETAIL 5/A10.10 6" GLASS FIBER INSULATION TO FULL HT. OF WALL

15 A10.10

FF AND BASE PER FINISH SCHEDULE

15 A10.10

FF AND BASE PER FINISH SCHEDULE

6"

UL DESIGN: U411

Stud Type Mark Width F-6 6"

Width 8 1/2"

STC Rating 61 25 GAUGE, 24" O.C

UL DESIGN: U465

Stud STC Type Mark Width Width Rating D-4 4" 15 1/4" N/A 16 GAUGE, 16" O.C.

Type Comments

TYPE F - INTERIOR 1-HOUR RATED PARTITION - STC 60

6

Stud Type Mark Width B-6 6"

Type Comments

TYPE D - PLUMBING PARTITION

1" = 1'-0"

Width 7 1/4"

4

18 A10.10

MIN.

6"

ROOF AND FLOOR ASSEMBLY

ROOF AND FLOOR ASSEMBLY

DIAGONAL BRACE PERP. TO WALL

DIAGONAL BRACE PERP. TO WALL

ALTERNATIVE BRACING DIRECTION

ALTERNATIVE BRACING DIRECTION

NOTE: AT PARTIAL HEIGHT WALLS, WALL ENDS 6" ABOVE CEILING WITH EVERY 4TH STUD EXTENDING TO THE UNDERSIDE OF THE METAL DECK ABOVE

NOTE: AT PARTIAL HEIGHT WALLS, WALL ENDS 6" ABOVE CEILING WITH EVERY 4TH STUD EXTENDING TO THE UNDERSIDE OF THE METAL DECK ABOVE

6" MIN.

UNSUPPORTED LENGTH

2

1" = 1'-0"

2 1 A10.10 A10.10

2 1 A10.10 A10.10

24" MAX.

Type Comments

TYPE B - INTERIOR 1-HOUR RATED PARTITION - STC 56

1" = 1'-0"

ROOF ASSEMBLY

STC Rating 56 20 GAUGE, 24" O.C

TOP ROW OF FASTENERS 1" FIRE SHIELD SHAFTLINER

FINISH CEILING LINE WHERE OCCURS FINISH CEILING LINE WHERE OCCURS

FINISH CEILING LINE WHERE OCCURS

STEEL STUDS, SIZE PER SCHEDULE BELOW SHAFT SIDE

5/8" GYP BD.

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

Agency Approval:

METAL STUD WALL, SIZE PER SCHEDULE BELOW

METAL C-H STUD, SIZING PER SCHEDULE BELOW

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

17 A10.10

03-119136

APPL

UTILITY BOX W/ FIRE RATED SEALANT ALL AROUND WHEN REQUIRED, IF OPENING IS OVER 16 SQ. IN., SEE DETAIL 5/A10.10

ACS

FLS

SSS

DATE

File No.: 19-H52

FF AND BASE PER FINISH SCHEDULE

15 A10.10

15 A10.10

FF AND BASE PER FINISH SCHEDULE

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 UL DESIGN: U497 Project:

BUILDING 500 - MODERNIZATION Stud Type Mark Width E-6 6"

Width 7 1/4"

STC Rating N/A C-H STUD, 24" O.C.

Stud Type Mark Width C-2 2 1/2" C-3 3 1/2" C-4 4"

Type Comments

Width 3 1/8" 4 1/8" 4 5/8"

STC Rating N/A 16 GAUGE, 16" O.C. N/A 16 GAUGE, 16" O.C. N/A 16 GAUGE, 16" O.C.

Stud Type Mark Width A-6 6"

Type Comments

Width 7 1/4"

STC Rating N/A 16 GAUGE, 16" O.C.

Type Comments

Sheet Title:

WALL TYPES

DSA SUBMITTAL Date:

TYPE E - INTERIOR 2 HR RATED SHAFT WALL

5

1" = 1'-0"

08/13/18

Client Project No: 3551005000

Sheet:

TYPE C - INTERIOR NON-RATED FURRING WALL

3

1" = 1'-0"

TYPE A - INTERIOR NON-RATED PARTITION

1

1" = 1'-0"

Please Recycle

A9.13

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

CONTINUOUS FIRE CAULKING AROUND ENTIRE PERIMETER (TYP.)

ADHESIVE TO LAMINATE GYP TO CMU

24" MIN.

(E) 8" CMU SHEAR WALL

CMU WALL

5/8" TYPE 'X' GYP. BOARD STEEL BEAM WITH FIREPROOFING

BASE PER INTERIOR FINISH SCHEDULE

NOMINAL JOINT WIDTH 1/2" MIN., 1 3/4" MAX.

S.M.S. FASTENER, TYP.

2.5" METAL STUD FURRING WALL

1 1/2" FL. TRACK - WIDTH AND GAUGE TO MATCH STUDS, U.N.O.

6" METAL STUD

ACOUSTICAL SEALANT @ WALLS W/ ACOUSTICAL INSULATION OR FIRE STOPPING AT RATED WALLS

1/2" TO 2" X 16 GA. Z-BARS @ 16" O.C. (MAX.) TYP.

3551005000

NO EXPOSED METAL

3" = 1'-0"

15

3" = 1'-0"

1/2"

14

6

1 HR RATED HEAD OF WALL AT STEEL BEAM

3" = 1'-0"

3" = 1'-0"

BATT INSULATION, TYP.

BATT INSULATION, TYP.

S.M.S. FASTENER, TYP. (E) HSS COLUMN

STUD SIZE VARIES, SEE FLOOR PLANS

5/8" TYPE 'X' GYP. BOARD

#12 SMS

5/8" SOUNDBREAK XP GYP. BOARD

SLOTTED TRACK. SEE 11/ A10.90

S.M.S. FASTENERS, TYP.

5/8" GYP. BOARD

FIRE CAULKING

5/8" TYPE 'X' GYP. BOARD

PLUMBING WALL @ 1 HR RATED WALL 5/8" GYP. BOARD

22

JOINT @ 1 HR RATED WALLS

3" = 1'-0"

1 HR RATED WALL AT (E) COLUMN

3" = 1'-0"

(E) CMU WALL

6" METAL STUD WALL

1/4"

3-1/2" METAL STUD WALL BATT INSULATION, TYP.

0' - 0 5/8"

7

1 HR RATED HEAD OF WALL PERPENDICULAR TO MTL. DECK

3" = 1'-0"

(E) CMU WALL

5/8" TYPE 'X' GYP. BOARD FINISH, TYP.

3/8" HILTI KH EZ ANCHOR W/ 3 1/4" MIN. EMBEDMENT, ICC ESR-3056

#10 SMS 12" O.C., TYP.

(E) METAL DECKING

METAL STUD

1-1/2" STEEL CHANNEL, TYP.

5/8" GYP. BOARD

METAL CORNER BEAD, TYP.

BATT INSULATION

NON-RATED FURRING WALL, SIZE VARIES

MINERAL WOOL

5/8" TYPE 'X' GYP BOARD

1 HR RATED COLUMN

3" = 1'-0"

SOUND BATT INSULATION AS NOTED

FIRE CAULKING, TYP.

NOTE: REFER TO STRUCTURAL FOR (N) FRAMING AT SLAB OPENING

17

5/8" TYPE X GYP. ON BOTH SIDES, TYP.

5/8" GYP. BOARD

RATED METAL STUD WALL, SIZE VARIES

3" = 1'-0"

STEEL PLATE COVER ATTACHED TO UNDERSIDE OF METAL DECK

16 GA SLOTTED TRACK

(E) CONCRETE SLAB

SHAFT WALL BASE AT PENETRATION

3" = 1'-0"

FIRE CAULK ON BOTH SIDES

SLAB OPENING

TO EDGE OF SLAB OPENING

4

#10 SMS 12" O.C. STAGGERED AT MTL. DECK

(E) COLUMN, SIZE / SHAPE VARIES

3" MIN.

21

NOTE: 1. WHERE HEAD OF WALL CONFLICTS WITH STRUCTURAL BEAM SEE DETAIL 6/A10.10

FIRE CAULKING

5/8" TYPE "X" GYP. BOARD

1 HR RATED WALL AT (E) COLUMN

SOUND BATT INSULATION AS NOTED

MINERAL FIBER

STEEL J TRACK, MECHANICALLY FASTEN 24" O.C. MAX

5/8" SOUNDBREAK GYP. BOARD

METAL STUD

CONCRETE FILL

CH METAL STUD WALL

DOUBLE LAYER 5/8" TYPE "X" GYP. BOARD

#10 SMS 12" O.C., TYP.

UL DESIGN: X528

2 LAYERS 5/8" TYPE 'X' GYP. BOARD

(E) TS 6X6X1/2

Keynotes:

FIRE CAULK ON BOTH SIDES

TOP OF STUD (TYP)

1 HR RATED HEAD OF WALL NEAR STEEL BEAM

3" = 1'-0"

1" FIRE-SHIELD SHAFTLINER

4" METAL STUD WALL

13

Date

16 GA SLOTTED TRACK

VARIES

16

Issued

5/8" TYPE X GYP. ON BOTH SIDES, TYP.

2ND LAYER OF GYP BD WHERE OCCURS (TYP)

1 HR RATED WALL. STUD SIZE VARIES, SEE FLOOR PLANS

No.

BOTTOM OF METAL DECK

SEAL GYP BD TIGHT TO FIREPROOFING

FIRE CAULKING

BATT INSULATION, TYP.

FIRE CAULK ON BOTH SIDES

1 1/2"

6" AIR GAP

8" METAL STUD WALL

Date

5/8" TYPE X GYP. ON BOTH SIDES, TYP.

S.M.S. FASTENERS, TYP.

5/8" TYPE 'X' GYP. BOARD

Issued

MINERAL FIBER

1 1/2"x16 GA STL Z-CHANNEL 12" OC

2.5" METAL STUD FURRING WALL

No.

CONCRETE FILL

1/4" EXPANDED MTL LATH, ATTACH WITH SMS

1 HR RATED WALL

ISSUE:

#10 SMS 12" O.C. STAGGERED AT MTL. DECK

(2) 0.145øx1 1/2" SHOT PINS

5/8" TYPE 'X' GYP.

9 . 02 - 24- 1 R OF CA L I F O

3" = 1'-0"

CEMENTITIOUS FIREPROOFING

5/8" GYP. BOARD

5

OUTLET BOX DETAIL

A

23

1 HR RATED WALL @ CMU SHEAR WALL

TE

NO. C-19759

EN

R

SCHEDULED PARTITION

METAL STUD, SIZE VARIES

TYPICAL PARTITION BASE

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

BOX PAD TYP.

2 #12 SMS @ 24" OC

ST

CONCRETE SLAB

TYPICAL OUTLET BOX

1/2" DEFLECTION GAP

S.M.S. FASTENERS, TYP.

LI C CHR I STO

FIRE RESISTIVE JOINT SPRAY OVER MINERAL WOOL

5/8" GYP. BOARD

NON RATED WALL @ CMU WALL

A RC H SED IT N E R R ICHA R E PH

MINERAL WOOL

1/4" FACE OF CONCRETE TO START OF GYP. BOARD TYP. 5 13/128"

NON-RATED METAL STUD WALL, SIZE VARIES

1/4"

NON-RATED FURRING WALL, SIZE VARIES

1"

T E C AYLOR T D

5/8" GYP. BOARD

0.145" X 1/2" POWER ACTUATED FASTENER @ 16" O.C. (MAX.) TYP.

IA

ACOUSTICAL BATT INSULATION TYP. (WHERE REQUIRED)

N

WALL TYPE PER PLANS

12

1 HR RATED WALL @ CMU W/ FURRING WALL

3" = 1'-0"

NOTE: 1. WHERE HEAD OF WALL CONFLICTS WITH STRUCTURAL BEAM SEE DETAIL 6/A10.10

8

1 HR RATED HEAD OF WALL PARALLEL TO MTL. DECK

3" = 1'-0"

5/8" TYPE 'X' GYP.

3

3" = 1'-0"

CONCRETE FILL

BATT INSULATION, TYP. #10 SMS 12" OC STAGGERED AT MTL DECK

FIRE CAULKING

(E) HEAVY DUTY FOIL INSULATION

(E) CMU WALL

NON-RATED WALL, SIZE VARIES, SEE PLAN

(E) 2X FRAMING

S.M.S. FASTENERS, TYP. 5/8" TYPE 'X' GYP.

EXTERIOR

INTERIOR 1 15/16"

DOOR OPENING

3"

1 15/16"

ROOF OPENING

METAL DECK 16 GA SLOTTED TRACK

DO NOT FASTEN GYP BD TO TRACK (TYP.)

EXT. CEMENT PLASTER OVER METAL LATH ON 1/2" SHT'G.

SOUND BATT INSULTION AS NOTED

HOLLOW METAL FRAME

5/8"

5/8" GYP. BOARD

SOUND BATT INSULTION AS NOTED

METAL STUD

4" METAL STUD WALL (E) CMU WALL

1/2" GAP

5/8" GYP. BOARD

5/8" TYPE 'X' GYP. BOARD

J-BEAD, TYP.

20

JOINT @ NON-RATED WALL & 1 HR RATED WALL

3" = 1'-0"

11

MTL STUD WALL TRACK PERPENDICULAR TO MTL. DECK

8"

1 HR RATED WALL, SIZE VARIES, SEE PLAN

FIRE CAULKING

1 HR RATED WALL AT (E) COLUMN

1/2"

BATT INSULATION, TYP.

3" = 1'-0"

2

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

5/8" SOUNDBREAK XP GYP. BOARD

(E) W8X67

2"

S.M.S. FASTENERS, TYP. STUD SIZE VARIES, SEE FLOOR PLANS

1" FIRE-SHIELD SHAFT LINER

1 HR RATED WALL

S.M.S. FASTENER, TYP. 5/8" TYPE 'X' GYP. BOARD

6" METAL STUD WALL BATT INSULATION 6" METAL STUD WALL

#10 SMS EA. SIDE AT MTL DECK 1/2" GAP

BATT INSULATION, TYP.

2" X 2" 20GA. ANGLE 24" O.C. MAX

Facility:

METAL DECK

5/8"

BATT INSULATION, TYP.

(E) ROOF PURLIN, SEE STRUCTURAL

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

2" X 16 GA STL PLATE @ 16" OC MAX Project:

16 GA SLOTTED TRACK

HOLLOW METAL FRAME

BUILDING 500 - MODERNIZATION

METAL STUD

1 15/16"

DO NOT FASTEN GYP BD TO TRACK (TYP.)

1 15/16"

Sheet Title:

WALL DETAILS

SOUND BATT INSULTION AS NOTED

EXTERIOR

SSS

File No.: 19-H52

(2) #10 SMS

5/8" TYPE 'X' GYP.

FLS DATE

CONCRETE FILL

NON-RATED WALL

DOOR OPENING

6" METAL STUD WALL

1/2"

ACS

5/8" GYP. BOARD

03-119136

APPL

3" = 1'-0"

INTERIOR

DSA SUBMITTAL Date:

1 HR RATED WALL AT (E) COLUMN

19

3" = 1'-0"

SHAFT WALL AT (E) ROOF CONNECTION

18

3" = 1'-0"

NON-RATED WALL @ 1 HR RATED WALL

10 3" = 1'-0"

1 HR RATED WALL @ EXTERIOR DOORS

9

3" = 1'-0"

MTL STUD WALL TRACK PARALLEL TO MTL. DECK

1

3" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.10

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly. 1 HR RATED WALL, SIZE VARIES, SEE PLAN

5/8" GYP. BOARD

FIRE CAULKING

(E) SPLIT FACE CMU VENEER

NON-RATED FURRING WALL, SIZE VARIES 5/8" GYP. BOARD 20 GA. STL. PLATE, TYP.

(E) 2x6 STUD FRAMING (E) BATT INSULATION

NON-RATED FURRING WALL, SIZE VARIES

(E) 3/8" PLYWOOD BACKING

FIRE CAULKING, TYP.

5/8" GYP. BD

MORTAR BED MIN. 2-1/4" THICK

(E) MORTAR BED MIN. 2-1/4" THICK

SPLIT FACE CMU VENEER, MATCH (E) ADJACENT CMU VENEER SIZE , COLOR, AND FINISH

ANCHORS

DOUBLE LAYER 5/8" TYPE "X" GYP. BOARD

2x6 STUD FRAMING

BATT INSULATION, TYP.

BATT INSULATION

2 HR RATED WALL, SIZE VARIES, SEE PLAN

3/8" PLYWOOD BACKING

(E) 5/8" GYP. BD

S.M.S. FASTENERS, TYP.

5/8" TYPE 'X' GYP.

3551005000

FINISH FLOOR

5/8" GYP. BOARD

(E) PERIMETER WALL

FURRING WALL @ 45 DEGREE CORNER

16 3" = 1'-0"

PLUMBING WALL @ CMU VENEER WALL

15

6

CMU VENEER WALL INFILL

3" = 1'-0"

1 HR RATED WALL @ 2 HR RATED WALL

1 1/2" = 1'-0"

(E) SPLIT FACE CMU VENEER

5

TE

A

FIRE CAULKING, TYP.

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

EN

R

DOUBLE LAYER 5/8" TYPE "X" GYP. BOARD

ST

5/8" TYPE 'X' GYP.

NO. C-19759

IA

ALL COURSES TO START AT FINISH FLOOR

6" AIR GAP

9 . 02 - 24- 1 R OF CA L I F O

N

(E) PLYWOOD SHEATHING

LI C CHR I STO

(E) BATT INSULATION

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

(E) 2X6 SHEAR WALL

ISSUE: No.

Issued

Date

No.

Issued

Date

3" = 1'-0"

5/8" GYP. BOARD

FIRE CAULKING, TYP. CEMENT PLASTER O/ METAL LATHE WATERPROOFING MEMBRANE

NON-RATED FURRING WALL, SIZE VARIES

5/8" TYPE 'X' GYP.

MINERAL WOOL

RIGID INSULATION (E) MORTAR BED MIN. 2-1/4" THICK

20 GA. STL. PLATE, TYP.

(E) 2x6 STUD FRAMING

(E) 2 HR RATED METAL STUD WALL, SIZE VARIES

(E) BATT INSULATION (E) 3/8" PLYWOOD BACKING

FIRE CAULKING, TYP. BATT INSULATION 1 HR RATED METAL STUD WALL, SIZE VARIES

(E) CMU WALL

(E) EXTERIOR 2X6 WALL

Keynotes:

5/8" GYP. BOARD

20 GA. STL. PLATE, TYP.

1 HR RATED METAL STUD WALL, SIZE VARIES

(E) CMU WALL

FIRE CAULKING, TYP.

5/8" TYPE 'X' GYP.

5/8" TYPE 'X' GYP BOARD

FIRE CAULKING, TYP. (E) 5/8" GYP. BD

NON-RATED FURRING WALL, SIZE VARIES

PLASTER INFILL @ EXTERIOR 2X6 WALL

17 6" = 1'-0"

1 HR RATED WALL @ CMU VENEER WALL

14

FURRING WALL @ 45 DEGREE CMU WALL

3" = 1'-0"

7

3" = 1'-0"

1 HR RATED WALL @ 45 DEGREE CMU WALL

4

3" = 1'-0"

FURRING WALL 5/8" GYP. BOARD

FIRE CAULKING, TYP.

ALIGN

6" AIR GAP

5/8" TYPE 'X' GYP. BATT INSULATION, TYP.

(E) EXTERIOR 2X6 WALL

1 HR RATED METAL STUD WALL, SIZE VARIES (E) 2 HR RATED METAL STUD WALL, SIZE VARIES

S.M.S. FASTENERS, TYP. FIRE CAULKING, TYP.

FIRE CAULKING, TYP. 5/8" TYPE 'X' GYP BOARD

BATT INSULATION 1 HR RATED METAL STUD WALL, SIZE VARIES

5/8" TYPE 'X' GYP.

5/8" GYP. BOARD

5/8" GYP. BOARD

FIRE CAULKING, TYP.

MINERAL WOOL BATT INSULATION

5/8" TYPE 'X' GYP BOARD

1 HR RATED METAL STUD WALL, SIZE VARIES

1 HR RATED METAL STUD WALL, SIZE VARIES

1 HR RATED WALL @ PLUMBING WALL 2

13

3" = 1'-0"

1 HR RATED WALL @ (E) 2 HR RATED SHEAR WALL

5/8" GYP. BOARD

8

1 HR RATED WALL @ (E) EXTERIOR 2X6 WALL

3" = 1'-0"

3

3" = 1'-0"

NON-RATED METAL STUD WALL, SIZE VARIES

5/8" GYP. BOARD

5/8" GYP. BOARD

(E) CMU WALL 6" AIR GAP S.M.S. FASTENERS, TYP.

5/8" TYPE 'X' GYP.

FIRE CAULKING, TYP.

(E) PLYWOOD SHEATHING

5/8" TYPE 'X' GYP. BATT INSULATION, TYP.

FURRING WALL STUD SIZE VARIES, SEE FLOOR PLANS

1 HR RATED METAL STUD WALL, SIZE VARIES FIRE CAULKING, TYP.

5/8" GYP. BOARD

NON-RATED FURRING WALL, SIZE VARIES

5/8" TYPE 'X' GYP. (E) 2X6 SHEAR WALL

5/8" GYP. BOARD

(E) BATT INSULATION

S.M.S. FASTENERS, TYP.

(E) PLYWOOD SHEATHING

1 HR RATED WALL @ PLUMBING WALL

12

NON-RATED WALL @ (E) SHEAR WALL

3" = 1'-0"

9

2

FURRING WALL @ CMU WALL

3" = 1'-0"

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ACS

1 HR RATED METAL STUD WALL, SIZE VARIES 5/8" TYPE 'X' GYP. FIRE CAULKING, TYP.

(E) PLYWOOD SHEATHING

EXTERIOR CMU INFILL

VARIES

5/8" TYPE 'X' GYP BOARD

SEE PLAN

ALIGN

Facility:

JOINT SEALANT

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

(E) CMU WALL

5/8" TYPE 'X' GYP BOARD

RATED METAL STUD WALL, SIZE VARIES

Project:

BUILDING 500 - MODERNIZATION

(E) CMU WALL

5/8" TYPE 'X' GYP BOARD

REINF. PER STRUCT. PLACE REINF. AT CENTER LINE OF WALL U.N.O.

JOINT SEALANT INTERIOR

(E) 2X6 SHEAR WALL (E) BATT INSULATION

Sheet Title:

WALL DETAILS

OPEN END BLOCKS THROUGHOUT - TYP. FURRING WALL, SEE

2 A10.11

3" = 1'-0"

DSA SUBMITTAL

NOTE: GROUT ALL CELLS

(E) PLYWOOD SHEATHING

11

SSS

File No.: 19-H52

BATT INSULATION

1 HR RATED WALL @ (E) SHEAR WALL

FLS DATE

ADHESIVE TO LAMINATE GYP TO CMU, TYP.

FIRE CAULKING

5/8" TYPE 'X' GYP.

03-119136

APPL

3" = 1'-0"

Date:

1 HR RATED WALL @ CMU WALL

10

3" = 1'-0"

CMU WALL INFILL PLAN

1

3/4" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.11

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

HOLLOW METAL DOOR

PER MFR.

(E) CMU WALL ℄

DOOR FRAME BEYOND

(N) 5/8" GYP. BOARD DOOR JAMB BEYOND

FLOORING PER SCHEDULE

2"

1/2" MAX.

VINYL SHEET FLOORING

CARPET

MORTAR BED

SLOPE TO DRAIN 2% MAX.

2

1 SEE

(N) PRESSED METAL FRAME

SLOPE 2% MAX, TYP.

.

HOLLOW METAL DOOR JAMB REPLACEMENT @ (E) CMU

6" = 1'-0"

14

INTERIOR DOOR THRESHOLD @ VINYL SHEET TO CARPET

3" = 1'-0"

11

INTERIOR DOOR THRESHOLD @ VINYL SHEET TO CERAMIC TILE

3" = 1'-0"

8

EXTERIOR HOLLOW METAL DOOR THRESHOLD @ SECOND FLOOR

6" = 1'-0"

5

A

19

CONCRETE WALKWAY

TE

NO. C-19759

EN

R

INTERIOR DOOR THRESHOLD @ CARPET

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

CARPET FLOORING

10 7/8" @ 8" CMU WALL

ST

MORTAR BED

1 15/16"

3551005000

EXPANSION JOINT/ WATERPROOFING

VINYL EDGE 1 15/16"

A RC H SED IT N E R R ICHA R E PH

SLOPE TO DRAIN 2% MAX.

T E C AYLOR T D

STRUCT

CARPET TILE

IA

INTERIOR

THRESHOLD COVER PLATE ASSEMBLYATTACH PER MFR

9 . 02 - 24- 1 R OF CA L I F O

N

1/2"

PORCELAIN TILE

FLOOR FINISH CHANGE AT CENTER LINE OF DOOR

LI C CHR I STO

EXTERIOR

2"

* 3/8" MAX @ SINGLE DOOR 1/4" MAX @ PAIR DOOR OR RATED FIRE DOORS 3/4" MAX OTHER DOORS

ALUMINUM ADAPTER

1/4"

HOLLOW METAL DOOR

SMOKE SEAL AT RATED DOORS

WEATHER STRIP

1/4" . . 1/2".

(E) FLUTING, WHERE OCCURS

DOOR PER SCHEDULE

DOOR - (SEE DOOR SCHEDULE)

ISSUE: No.

Issued

Date

No.

Issued

Date

6" = 1'-0"

HOLLOW METAL DOOR

EXTERIOR

DOOR FRAME BEYOND

2 1/2" 3/4"

JOINT SEALER DOOR FRAME

DOOR

GLAZING STOP

(E) CMU WALL

FINISHED FLOOR 2"

MORTAR BED 1

FINISH FLOOR

2

SLOPE 2% MAX, TYP.

HOLLOW METAL DOOR

5/8" 'TYPE X' GYP. BOARD .

CONC. SLAB

SLOPE TO DRAIN 2% MAX.

EXPANSION JOINT/ WATERPROOFING

ANCHOR IN CONCRETE PER MANUFACTURER

1 15/16"

X; 1/2" +/X; 1/4"

1/4" . . 1/2".

1/4"

PRESSED METAL FRAME

THRESHOLD AS OCCURS REFER TO HARDWARE GROUP

1/2" MAX.

5/8"

2X 1/2" THK. STEEL ACOUSTIC DOOR

JOINT SEALER

THRESHOLD COVER PLATE ASSEMBLYATTACH PER MFR

SET IN CONTINUOUS BED OF MASTIC

SHIM AS REQ. PRESSED METAL FRAME

Keynotes:

1/4"x5" ALUMINUM THRESHOLD AT RATED DOORS, TYP.

3/4"

ACOUSTIC DOOR FRAME BEYOND

WEATHER STRIP

PORCELAIN TILE CONCRETE WALKWAY

VARIES

INTERIOR

HOLLOW METAL WINDOW REPLACEMENT JAMB @ (E) CMU WALL W/ GYP. PER PARTITION

18

INTERIOR DOOR THRESHOLD @ ACOUSTIC DOOR

3" = 1'-0"

13

HOLLOW METAL WINDOW @ DOOR MULLION

6" = 1'-0"

10

INTERIOR THRESHOLD AT RATED DOOR

3" = 1'-0"

7

EXTERIOR HOLLOW METAL DOOR THRESHOLD @ SECOND FLOOR

6" = 1'-0"

4

6" = 1'-0"

HOLLOW METAL DOOR

TYPE

DOOR FRAME BEYOND (E) LINTEL INTERIOR

(N) 5/8" GYP. BOARD

2 5/8"

FIRE CAULKING, TYP.

H.M. DOOR FRAME

PACK FRAME WITH ACOUSTICAL INSULATION DOOR DIM

1/2"

1/2"

INTERIOR

EXTERIOR (N) FINISH CEILING LINE

1/2"

2"

EXTERIOR

2"

3/4"

(E) EXTERIOR PLASTER

(E) LINTEL

1"

2"

FINISH (TILE OR OTHER) WHERE OCCURS

3/4" 2 1/2"

METAL STUD HEADER AND JAMB FRAMING PER STRUCTURAL

(E) EXTERIOR PLASTER

5/8" TYPE 'X' GYP. BOARD

(E) EXTERIOR PLASTER, PATCH AND REPAIR AS NEEDED

3/4"

3/4"

FIRE CAULKING, TYP. PRESSED METAL FRAME

INTERIOR

MORTAR BED 1

2

SLOPE 2% MAX, TYP.

(N) FINISH CEILING LINE

(N) PRESSED METAL FRAME

THRESHOLD COVER PLATE ASSEMBLYATTACH PER MFR

(N) PRESSED METAL FRAME

1/4" . . 1/2".

TYPE 'X' GYPSUM BOARD, TYP

WEATHER STRIP

(E) 1/2" PLYWOOD SHIM

2"

(N) 5/8" GYP. BOARD

3/4"

PARTITION TYPE PER PLAN

3/4"

INTERIOR

SLOPE TO DRAIN 2% MAX.

EXPANSION JOINT/ WATERPROOFING

45 MIN. RATED GLAZING

VINYL SHEET FLOORING 1 15/16"

8 3/4"

DOOR PER SCHEDULE

1 15/16"

CONCRETE WALKWAY 10 7/8" @ 8" CMU WALL

7 5/8" @ 6" STUD WALL

TYPICAL INTERIOR HOLLOW METAL DOOR HEAD / JAMB @ RATED WALL

17

8 3/4" @ 6" STUDS

EXTERIOR HOLLOW METAL DOOR THRESHOLD @ SECOND FLOOR

HEAD

HEAD

HEAD

3" = 1'-0"

3

6" = 1'-0"

PER PARTITION

HOLLOW METAL DOOR

8 3/4" @ 6" STUDS

TYPE

DOOR FRAME BEYOND

GYPSUM BOARD, TYP

WEATHER STRIP

3/4"

GLAZING STOP (E) FLUTING, WHERE OCCURS

PRESSED METAL FRAME

EXTERIOR

INTERIOR

1/2"

INTERIOR

GLAZING STOP

1

2"

DOOR DIM 5/8"

PACK FRAME WITH ACOUSTICAL INSULATION

VARIES

THRESHOLD COVER PLATE ASSEMBLYATTACH PER MFR

CARPET FLOORING EXPANSION JOINT/ WATERPROOFING MULLION

DOOR PER SCHEDULE 1 15/16"

SLOPE 2% MAX, TYP.

(N) PRESSED METAL FRAME

(N) PRESSED METAL FRAME

1 3/4"

3/4"

2"

2"

3/4" 2 1/2"

1/2" TYP

3/4" 2 1/2"

45 MIN. RATED GLAZING

2 1/4" . . 1/2".

1/2"

INTERIOR

H.M. DOOR FRAME

ATTACHMENT PER MFR. RECOMMENDATIONS

1"

EXTERIOR INTERIOR

(N) 5/8" GYP. BOARD

(E) EXTERIOR PLASTER

METAL STUD HEADER AND JAMB FRAMING PER STRUCTURAL

FINISH (TILE OR OTHER) WHERE OCCURS

(N) 5/8" GYP. BOARD

2"

PARTITION TYPE PER PLAN

(E) 2x6 STUD WALL

(E) CMU WALL

CONCRETE WALKWAY

1 15/16" 10 7/8" @ 8" CMU WALL

7 5/8" @ 6" STUD WALL

TYPICAL INTERIOR HOLLOW METAL DOOR HEAD / JAMB

15

EXTERIOR HOLLOW METAL DOOR THRESHOLD @ LOWER LEVEL

8 3/4" @ 6" STUDS

JAMB

JAMB

3" = 1'-0"

2

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ACS

(E) 2x6 STUD WALL

1"

Facility: 45 MIN. RATED GLAZING

1"

EXTERIOR

EXTERIOR

INTERIOR

WEATHER STRIP

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

2"

1" 1"

(E) EXTERIOR PLASTER

1 3/4" 1"

DOOR FRAME BEYOND

3/4"

3/4"

SSS

File No.: 19-H52

3/4"

(N) 5/8" GYP. BOARD

FLS DATE

HOLLOW METAL DOOR

10 7/8" @ 8" CMU WALL

7 5/8" @ 6" STUD WALL

03-119136

APPL

6" = 1'-0"

INTERIOR

PRESSED METAL FRAME

1"

ATTACHMENT PER MFR. RECOMMENDATIONS

FIRE CAULKING, TYP. (N) PRESSED METAL FRAME CAULKING, TYP.

3/4"

(N) PRESSED METAL FRAME 5/8" TYPE 'X' GYP. BOARD

CAULKING, TYP. FINISH FLOOR

FINISH FLOOR (N) PRESSED METAL FRAME

2

1 SLOPE 2% MAX, TYP.

1/4" . . 1/2".

3/4"

3/4"

4"

INTERIOR

4"

5/8" 2 1/2"

1/2"

3/4"

EXTERIOR

THRESHOLD COVER PLATE ASSEMBLYATTACH PER MFR

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

DOOR & WINDOW DETAILS VINYL SHEET FLOORING

1 15/16"

1 15/16"

SILL

HOLLOW METAL FRAME ANCHOR

SILL

SILL /JAMB SIMILAR

CONCRETE WALKWAY

7 5/8" @ 6" STUD WALL

HOLLOW METAL DOOR JAMB REPLACEMENT @ (E) 2x6 STUD WALL

DSA SUBMITTAL

EXPANSION JOINT/ WATERPROOFING

HOLLOW METAL FRAME ANCHOR

Date:

16 3" = 1'-0"

HOLLOW METAL WINDOW REPLACEMENT @ (E) 2X6 STUD WALL

12

3" = 1'-0"

HOLLOW METAL WINDOW REPLACEMENT @ (E) CMU WALL

9

3" = 1'-0"

45 MIN. RATED HOLLOW METAL INTERIOR WINDOW DETAILS

6

3" = 1'-0"

EXTERIOR HOLLOW METAL DOOR THRESHOLD @ LOWER LEVEL

1

6" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.20

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

CONCRETE OVER METAL DECK CONCRETE SLAB, BEAM, OR JOIST

STRUCTURAL STEEL

4

8

A10.31

A10.31

2

9

A10.31

A10.31

3

10

A10.31

A10.31

5

11

A10.31

A10.31 7

6

EXCEPTION: FIXTURES GREATER THAN 2 FEET X 4 FEET WEIGHING LESS THAN 56 LBS. REQUIRE A 12 GA. SLACK SAFETY WIRE HANGER AT EA. CORNER.

AIR TERMINAL OR LIGHT FIXTURE (56# MAX.)

1 . A10.31

CL2.80

HANGER AND BRACING WIRE CONNECTION MATRIX

.

15

HANGER WIRE CONNECTION AT METAL DECK

3" = 1'-0"

12

8

SACT - LIGHT FIXTURES / AIR TERMINAL SUPPORT DETAIL

1 1/2" = 1'-0"

A RC H SED IT N E R R ICHA R E PH

5

SATC - SEISMIC SEPARATION JOINT

3" = 1'-0"

3" = 1'-0"

EXPANSION JOINTS AT THE INTERSECTION OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS AND LOBBIES OR OTHER SIMILAR AREAS

3551005000

NOTES: 1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

SACT - EXPANSION JOINT AT INTERSECTIONS

2

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

TE

A

NOTES: 1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

HEAVY DUTY SYSTEM

POP RIVET @ EACH RUNNER (TYP.)

EXPANSION JOINT

SEISMIC SEPARATION JOINT AT CONTINUOUS CEILING AREAS EXCEEDING 2500 SQ. FT. SEE CEILING PLANS FOR LOCATION

1. REFER TO 4.10 FOR ADDITIONAL DETAILS.

1" CLEAR

SPLICE WALL MOULDING BY CLIPPING HORIZONTAL LEG, LAP VERTICAL LEG & INSTALL (3)- #8 SMS (TYP.)

NO. C-19759

EN

R

NOTES:

WALL MOULDING

CONTINUOS WALL MOULDING

SEISMIC SEPARATION JOINT

HANGER WIRE-TIE TO #3 REBAR WITH THREE WRAPS AROUND REBAR AND ONE WRAP AROUND WIRE

A10.31

1" CLEAR

EXPOSED CEILING TEES FIELD CUT TO LENGTH

(SEE NOTE 1 BELOW)

STEEL POP RIVET

POP RIVET @ EACH RUNNER (TYP.)

STEEL POP RIVET CONTINUOS WALL MOULDING

12

A10.31 A10.31

EXPOSED CEILING TEES FIELD CUT TO LENGTH

1-#8 S.M.S. IN OPPOSITE SIDES (2 TOTAL) LOCATE SCREWS NEAR THE CENTER OF TERMINAL OR FIXTURE

METAL DECK (20 GA MIN.)

WALL MOULDING

HANGER WIRE @ EACH RUNNER

(SEE NOTE 1 BELOW)

ST

SAWN TIMBER

HANGER WIRE @ EACH RUNNER

#3 x 12" REBAR

(SEE NOTE 1 BELOW)

8" MAX

T E C AYLOR T D

METAL STUD WALL

APPLICABLE BRACING WIRE DETAIL

(SEE NOTE 1 BELOW)

SPLICE WALL MOULDING BY CLIPPING HORIZONTAL LEG, LAP VERTICAL LEG & INSTALL (3)- #8 SMS (TYP.)

8" MAX

IA

APPLICABLE HANGER WIRE DETAIL

8" MAX

9 . 02 - 24- 1 R OF CA L I F O

N

STRUCTURAL CONDITION OF FLOOR/ ROOF ABOVE SUSPENDED CEILING

8" MAX

LI C CHR I STO

(2) 12 GA. SLACK SAFETY WIRE HANGERS FOR DEVICES THAT WEIGH LESS THAN 56 LBS PLACE ON DIAGONAL CORNERS.

INSULATION OVER METAL DECK

ISSUE: No.

Issued

Date

No.

Issued

Date

3" = 1'-0"

1. CEILING SYSTEM GENERAL NOTES: (PER DSA IR 25-2.13)

MAIN RUNNER

A10.30

9'-9"

2'-

12'-9" 14'-9"

8'-0" 8'10" 10'-10"

MAX

BRACE WIRES SEE 1

HANGER WIRE 1 1/2" MAX

3 TIGHT TURNS IN 3" FOR HANGER TYP.

3/4" MIN TYP

3/4" MIN. EDGE DISTANCE,TYP.

COMPRESSION STRUT TABLE

1" MAX

A10.30

CROSS RUNNER

14

SACT - CHANNEL TYPE STRUT

3" = 1'-0"

8" MAX

(SEE NOTE 1 BELOW)

(SEE NOTE 1 BELOW)

(2) #10 S.M.S. BRACE WIRES SEE

A10.31

A10.30

*

A10.30

* *

CL3.20

* *

EXPANSION JOINT

4. (1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.

*

*

9

MAX

9

MAX

ATTACHED JOINT 7 A10.30 9

FREE JOINT

A10.30

64 SQ FT MAX

TYPICAL

ATTACHED JOINT

CROSS RUNNERS TYP. MAIN RUNNERS

9 A10.30

ATTACHED JOINT CONNECTED TO WALL

PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

MAX

4' - 0"

*

FREE JOINT

9 FREE JOINT A10.30

TYPICAL STRUT AND A10.30 BRACING 7

4'-0" MAX. (TYP.)

3. STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.

*

FREE JOINT

FREE JOINT

8' - 0"

*

A10.30

[RDP TO REVISE DETAIL AND NOTE IF SMALLER ANGLE IS USED IN CONJUCTION WITH A PROPRIETARY SEISMIC CLIP. PROVIDE COMPLETE DETAILS OF CONSTRUCTION FOR PROPRIETARY CLIP.]

2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.

*

O.H.

*

4' - 0"

A10.30

*

NOTES:

SEE OPTION 1 FOR INFORMATION NOT SHOWN

MAX

2

*

1/2" MIN

2"

NOTES:

2. APPLICABLE TO SAWN TIMBER WITHOUT GYPSUM BOARD ONLY.

(TYP)

1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA. MIN. WALL STUD @ 24" O.C. 1"

ATTACHED JOINT

ATTACHED JOINT

2

12'-0" MAX (TYP)

[IF THE "ATTACHED JOINT" WALLS ARE DESIGNED TO RESIST PERPENDICULAR LATERAL LOAD FROM THE CEILING, THE RDP SHALL REMOVE THE STRUT BRACING ONLY IN THE DIRECTION PERPENDICULAR TO THE CORRIDOR MARKED WITH AN ASTERISK (*) AND ALSO THE ASTERISK (*) FROM THE PLAN, OTHERWISE REMOVE ONLY THE ASTERISK (*).]

BRACING WIRE LOCATION-TYP. STABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS 9 A10.30

FREE JOINT

FREE JOINT

CONT ANGLE @ PERIMETER

[WHERE A PROPRIETARY SEISMIC CLIP IS SPECIFIED, RDP TO REMOVE THE STABILIZER BARS SHOWN ON THE PLAN AND THE ABOVE STABILIZER BAR NOTE]

NOTE: CHANNEL. (STABILIZER BAR)

RUNNER

APPROVED STABILIZER

3. ATTACHMENT OF HANGER AND BRACING WIRES: 3.01 Separate all ceiling hanger and bracing wires at least six (6) inches from all unbraced ducts, pipes, conduit, etc. 3.02 Hanger and bracing wires shall not attach to or bend around obstructions including but not limited to: piping, ductwork, conduit and equipment. 3.03 Hanger wires that are more than one (horizontal) in six (vertical) out of plumb shall have counter-sloping wires. 3.04 Slack safety wires shall be considered hanger wires for installation and testing requirements. 3.05 Hanger and bracing wire anchorage to the structure shall be installed in such a manner that the direction of the anchorage aligns closely with the direction of the wire. (e.g. bracing wire ceiling clips must be bent as shown in the details and rotated as required to align closely with the direction of the wire, screw eyes in wood must be installed so they align closely with the direction of the wire, etc.) 4. FASTENERS AND WELDING: 4.01 Sheet metal screws shall comply with ASTM C1513-10, ASME B18.6.4-89 (R2005). Penetration of screws through joined material shall not be less than three exposed threads. 4.02 Expansion anchors shall be: [RDP to indicate manufacturer, product, evaluation report number and load for each size specified per CBC 1913A.7.2.] 4.03 Power-Actuated Fasteners shall be: [RDP to indicate manufacturer, product, evaluation report number] 4.04 If not otherwise specified in the evaluation report, power-actuated fasteners installed in steel shall be installed so the entire pointed end of the fastener is driven through the steel member. 4.05 Power-actuated fasteners in concrete are not permitted for bracing wires. 4.06 Concrete reinforcement and prestressing tendons shall be located by non-destructive means prior to installing post - installed anchor. 4.07 Welding shall be in accordance with AWS D1.3 using E60XX series electrodes.

6. LIGHT FIXTURES: 6.01 All light fixtures shall be positively attached to the ceiling suspension systems by mechanical means to resist a horizontal force equal to the weight of the fixture. A minimum of two screws or approved fasteners are required at each light fixture, per ASTM E580, Section 5.3.1. 6.02 Surface-mounted light fixtures shall be attached to the main runner with at least two positive clamping devices. The clamping device shall completely surround the supporting ceiling runner and be made of steel with a minimum thickness of #14 gage. Rotational spring catches do not comply. A #12 gage slack safety wire shall be connected from each clamping device to the structure above. Provide additional supports when light fixtures are eight (8) feet or longer or exceed 56 lb. Maximum spacing between supports shall not exceed eight (8) feet. 6.03 Light fixtures weighing less than or equal to 10 lb. shall have a minimum of one (1) #12 gage slack safety wire connected from the fixture housing to the structure above. 6.04 Light fixtures weighing less than or equal to 10 lb. shall have a minimum of one (1) #12 gage slack safety wire connected from the fixture housing to the structure above. 6.05 Light fixtures weighing greater than 10 lb. but less than or equal to 56 lbs. may be supported directly on the ceiling runners, but they shall have a minimum of two (2) #12 gage slack safety wires connected from the fixture housing at diagonal corners to the structure above. Exception: All light fixtures greater than two by four feet weighing less than 56 lbs. shall have a #12 gage slack safety wire at each corner. 6.06 All Light fixtures weighing greater than 56 lb. shall be independently supported by not less than four (4) taut #12 gage hanger wires (one at each corner) attached from the fixture housing to the structure above or other approved hangers. The four (4) taut #12 gage wires or other approved hangers, including their attachment to the structure above, shall be capable of supporting four (4) times the weight of the fixture. 7. SERVICES WITHIN THE CEILING: 7.01 All flexible sprinkler hose fitting mounting brackets, ceiling-mounted air terminals or other services shall be positively attached to the ceiling suspension systems by mechanical means. Screws or approved fasteners are required. A minimum of two attachments are required at each component. 7.02 Ceiling-mounted air terminals or other services weighing less than or equal to 20 lb. shall have one (1) #12 gage slack safety wire attached from the terminal or service to the structure above. 7.03 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing more than 20 lb. but less than or equal to 56 lb. shall have two (2) #12 gage slack safety wires (at diagonal corners) connected from the terminal or service to the structure above. 7.04 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing more than 56 lb. shall be supported directly from the structure above by not less than four (4) taut #12 gage hanger wires attached from the terminal or service to the structure above or other approved hangers.

NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

TYPICAL CEILING DETAILS

1. "L"IS MAX. BRACE ASSEMBLY SPACING PER CEILING PLAN DETAIL, FOR EXAMPLE, WHERE 8' x 12' SPACING IS SPECIFIED, USE "L" = 8'.

(SEE NOTE 3)

Agency Approval:

ACS

8. OTHER DEVICES WITHIN THE CEILING: 8.01 All lightweight miscellaneous devices, such as strobe lights, occupancy sensors, speakers, exit signs, etc., shall be attached to the ceiling grid. In addition, devices weighing more than 10 lbs. shall have a #12 gage slack safety wire anchored to the structure above. Devices weighing more than 20 lb. shall be supported independently from the structure above.

BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 64 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.

LOCATION OF EXPANSION/SLIP JOINTS IN CORRIDORS

2. MATERIALS: 2.01 Ceiling wire shall be Class 1 zinc coated (galvanized) carbon steel conforming to ASTM A641-09a. Wire shall be #12 gage (0.106” diameter) with soft temper and minimum tensile strength = 70 ksi. 2.02 Galvanized sheet steel (including that used for metal stud and track compression struts/post) shall conform to ASTM A653-11, or other equivalent sheet steel listed in Section A2.1 of the North American Specification for the Design of Cold-Formed Steel Structural Members 2007, including supplement 2 dated 2010 (AISI S100-07/S2-10). Material 43 mil (18 gage) and lighter shall have minimum yield strength of 33 ksi. Material 54 mil (16 gage) and heavier shall have a minimum yield strength of 50 ksi. 2.03 Electrical metallic tube (EMT) shall be ANSI C80.3/UL 797 carbon steel with G90 galvanizing. EMT shall have minimum yield strength (Fy) of 30 ksi and minimum ultimate strength (Fu) of 48 ksi.

5. TESTING: All field testing must be performed in the presence of the project inspector. 5.01 Post-installed anchors in concrete used to support hanger wires shall be tested at a frequency of 10 percent. Power actuated fasteners in concrete shall be field tested for 200 lbs. in tension. All other post-installed anchors in concrete shall be tested in accordance with CBC Section 1913A.7. 5.02 Post-installed anchors in concrete used to attach bracing wires shall be tested at a frequency of 50 percent in accordance with CBC Section 1913A.7.

*

ALTERNATE STABILIZER LOCATION W/O NAIL (NOTE 3)

ATTACHED JOINT

1. MACHINE BOLT IS NOT REQUIRED ON OPTION 3

"L" MAX.

[WHERE A PROPRIETARY SEISMIC CLIP IS SPECIFIED, RDP TO REMOVE FROM THE DETAIL ALL REFERENCES REGARDING STABILIZERS.]

FLATTEN END

1/2" MIN

2" MAX TYP

2" MIN

3/4" MIN (TYP)

12" MAX

1

OPTION 2

4

1/8" = 1'-0"

"L/2" MAX.

CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d RINGSHANK NAIL (NOTE 2). OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL .

HANGER WIRE NOTE SHOWN FOR CLARITY SEE NOTE 1 CENTER LINE OF EMT

3" = 1'-0"

*

WIRE

OPTION 1 & 3

FREE JOINT "L/2" MAX

*

STEEL POP RIVET @ ATTACHED SIDE ONLY

1.

TYPICAL CEILING PLAN FOR 12'-0'' X 12'-0'' BRACE ASSEMBLY SPACING

[WHERE A PROPRIETARY SEISMIC CLIP IS SPECIFIED, RDP TO REMOVE THE STABILIZER BARS SHOWN ON THE PLAN AND THE ABOVE STABILIZER BAR NOTE]

1/2" MIN. (TYP)

EMT TYPE COMPRESSION STRUT PER TABLE ON 3.21 HANGER

SLOT END OF EMT AND BEAR ON TEE BULB

[WHERE A PROPRIETARY SEISMIC CLIP IS SPECIFIED, RDP TO REMOVE THE STABILIZER BARS SHOWN ON THE PLAN AND THE ABOVE STABILIZER BAR NOTE]

STABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS

CEILING PANEL

1/4" DIA. MACHINE BOLT

7

TYP. SUSPENDED CEILING SUSPENSION & BRACING ASSEMBLY

ATTACHED JOINT

OPTION 1

A10.30

CONT ANGLE @ PERIMETER

BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 144 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.

1. STRUTS SHALL NOT REPLACE HANGER WIRES. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE 2. WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED.

3/4" MIN CLR

NOTE #4

&

FREE JOINT

NOTE:

NOTES:

10

8" MAX

MAIN OR CROSS RUNNER

10

FREE A10.30 JOINT

MAIN RUNNER

CROSS RUNNER

HANGER WIRE

OPTION 3 (NOTE 2) (HANGER WIRE THROUGH STRUT)

9

SEE DETAIL 3.10 & 3.20 FOR LOCATION OF BRACING WIRES AND STRUT

0° TO 45° (NOTE 2)

1 1/2" = 1'-0"

STRUCTURE

(2) #10 S.M.S.

"

4 TIGHT TURNS IN 1 1/2" TYP. FOR BRACE WIRE MAIN RUNNER

11

(2) 1/4"DIA. MACHINE BOLT

CL3.10

A10.31

BRACING WIRE LOCATION-TYP. STABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS

*

400S137-43

4'-0" OC

0° 5.0 O4 0° T TYP

250137-43

A10.31

MAIN RUNNERS

MAX

6'-10"

STRUCTURE CHANNEL TYPE COMPRESSION STRUT PER TABLE 0N 3.21 CENTERED OVER CROSS RUNNER

CROSS RUNNERS TYP.

FREE JOINT

MAX

250S137-33 362S137-33

NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 3.21 FOR THE COMPRESSION STRUT SELECTED

.

144 SQ FT MAX

MAX

5'-0"

13

TYPICAL

ATTACHED A10.30 JOINT

A10.30

4' - 0"

MAXIMUM LENGTH

250S125-33

1/4" DIA. MACHINE BOLT

1

*

CHANNEL COMPRESSION STRUT

FOR CONNECTION TO STRUCTURE SEE

ATTACHED JOINT

9

6 MIN

3" = 1'-0"

4'-0

MAX

ATTACHED JOINT

9

P " TY 2'-0

18'-10" NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 3.21 FOR THE COMPRESSION STRUT SELECTED

2" DIAMETER EMT (0.065" WALL THICKNESS)

9

A10.30

11

SACT - CHANNEL TYPE STRUT (SECTION)

MAX

A10.30

8' - 0"

1 1/2" DIAMETER EMT (0.065" WALL THICKNESS)

YP 0" T

MAX

6' - 0"

7

4' - 0"

1 1/4" DIAMETER EMT (0.065" WALL THICKNESS)

BOLT & NUT

13

OR

7'-8"

1" DIAMETER EMT (0.057" WALL THICKNESS)

2" MAX

A10.31

RIGID VERT. STRUT SEE DET. 10

12' - 0"

A10.30

MAX

5'-10"

3/4" DIAMETER EMT (0.049" WALL THICKNESS)

EMT NO MORE THAN ONE SIZE LARGER THAN EMT STRUT SELECTED SLOT END

A10.31

MAXIMUM LENGTH

1/2" DIAMETER EMT (0.042" WALL THICKNESS)

13 FOR CONNECTION TO STRUCTURE SEE A10.31

1

6' - 0"

MAX

CROSS RUNNER

12 GA. BRACING WIRE W/MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4TOTAL AT EACH STRUT (U.N.O.) SEE 1

6' - 0"

EMT COMPRESSION STRUT

COPE FLANGE OR FLATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE

12 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3-TIGHT TURNS IN 3" AT BOTH ENDS, SEE

6' - 0"

COMPRESSION STRUT TABLE

BRACE WIRE BEYOND

12' - 0"

HANGER WIRE BEYOND

Keynotes:

1.01 Ceiling system components shall comply with ASTM C635-07 and Section 5.1 of ASTM E580-10a. 1.02 The ceiling grid system must be rated heavy duty as defined by ASTM C635-08. 1.03 Ceiling systems. The following ceiling system(s) is/are part of the scope of this project: [For each system used, the RDP shall indicate in the construction documents, the information that follows] Manufacturer's Name _____________ __. Product Evaluation Report Type and Number __________________. Manufacturer's Model Number - main runner ______________ __ . Manufacturer's catalog number - cross runner _________________ . 1.04 Seismic Wall Clip: [RDP to specify if used] Manufacturer’s Model _____________ __ . 1.05 Ceiling panels shall not support any light fixtures, air terminals or devices. 1.06 For ceiling installations utilizing acoustical tile panels of mineral or glass fiber, it is not mandatory to provide ¾” clearance between the acoustical tile panels and the wall on the sides of the ceiling which are free to slip. For all other ceiling panel types, provide ¾” clearance between the ceiling panel and the wall on the sides of the ceiling free to slip.

DSA SUBMITTAL

CL2.60 Date:

SACT - EMT TYPE STRUT

13

1 1/2" = 1'-0"

CEILING PERIMETER

9

3" = 1'-0"

CORRIDOR CEILING PLAN (SCHOOLS)

6

3" = 1'-0"

TYPICAL CEILING PLAN FOR 8'-0'' X 8'-0'' BRACE ASSEMBLY SPACING

3

1/8" = 1'-0"

CEILING GENERAL NOTES

1

N.T.S. Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.30

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

THREE 1-1/2" X 9 GA. STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP

7

JOIST OR RAFTER 1" MIN

.

FIRE PROOFING

2" MIN.

FIRE PROOFING

[(3) PAF - RDP TO SPECIFY DIAMETER, 0.145" DIA. MIN. ]

1/4" DIA. DRILLED HOLE

[PAF-RDP TO SPECIFY DIAMETER, 0.145" DIA. MIN.]

A10.31

HANGER WIRE EQ

GYP. BOARD WHERE OCCURS (SEE NOTE 1)

NOTE:

BRACING WIRE

(1)

1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".

1/4" DIA. CLOSED EYE SCREW

A10.31

1

STRUCTURAL CONDITION OF FLOOR / ROOF ABOVE COMPRESSION STRUT

6" MIN. EDGE DISTANCE

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE, TYP 1"

FACE OF BEAM, SLAB EDGE OR JOIST WHERE OCCUR, TYPICAL

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE SLAB. DO NOT CONNECT BRACING WIRE TO JOIST OR BEAM.

APPLICABLE DETAIL

10

1 1/2" = 1'-0"

TE

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

6

HANGER WIRE CONNECTION TO SAWN TIMBER

HANGER WIRE CONNECTION TO STRUCTURAL STEEL

1 1/2" = 1'-0"

3

No.

Issued

Date

No.

Issued

Date

1 1/2" = 1'-0"

362S137-33 MIN. BACKING STUD. SPAN 2 WALL STUDS MINIMUM. FASTEN BACKING TO WALL STUDS USING (2) # 10X1-1/4" SMS AT EACH STUD.

TYP.

MIN 5/8" DIA EXPANSION ANCHOR @ BRACING WIRE TYP. [ RDP TO SPECIFY MIN. EMBEDMENT]

WALL STUD PER RDP 20 GA MIN

Keynotes:

1 LAYER OF GYP. BD.

A10.31

EDGE OF SLAB 1

A10.31

A10.31

1"x1"x12GAx3/4" CLIP ANGLE. FASTEN TO BACKING STUD USING #10 X 1-1/4" SHEET METAL SCREW.

2-#10 S.M.S. @ 2" O.C.

15

CONCRETE SLAB, BEAM, OR JOIST

TYP.

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

6" MIN

14

CONCRETE OVER METAL DECK

A10.31

FOR ADDITIONAL DETAILS

BRACING WIRE CONNECTION TO STRUCTURAL STEEL

1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16". 2. RDP IN RESPONSIBLE CHARGE, IOR AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER. SEE ANSI/AISC 341-10 3. REFER TO 4.10 FOR ADDITIONAL DETAILS

A

1

3551005000

HANGER WIRE

NOTES :

. 3. REFER TO

1/2" MAX

R

2.RDP IN RESPONSIBLE CHARGE, IOR, AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER. SEE ANSI/AISC 341-10

A RC H SED IT N E R R ICHA R E PH

ST

WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOM FLANGES, USE SCREW EYES W/ SUFFICIENT LENGTH TO AVOID DAMAGING THE FIRE RATED GYP. BOARD AND MEET MIN. PENETRATION.

L1-1/2"x 1-1/2"x 12 GA x 0'-2" CLIP

IA

2" X 2" X 2" LONG X 12 GA. CLIP

N

2x MIN.

T E C AYLOR T D

1 1/2" MIN PENETRATION

EQ

LI C CHR I STO

1/2" MAX

NOTES :

STRUCTURAL STEEL

HANGER WIRE

.

1

1

STRUCTURAL STEEL 3/8" EXPANSION ANCHOR [ RDP TO SPECIFY MIN. EMBEDMENT]

SAWN TIMBER WITH GYPSUM BOARD SAWN TIMBER WITHOUT GYPSUM BOARD

CUT FLANGES AND BEND

5

1"x1"x12GAx3" CLIP ANGLE

6 MIN.

1/2" (MAX)

A10.32

NOTES:

.

1. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.02

3

1

6

1

A10.31

A10.31

[RDP TO SPECIFY MIN. EMBEDMENT]

FOR ADDITIONAL DETAILS

A10.31

3/4"

BLOCKING FASTEN TO JOIST w/ 1-1/2" X 1-1/2" X 18 GA. CLIP AND (4) 8d X 1-1/2" NAILS EACH SIDE AND EACH END

1-1/2" MIN. PENETRATION

BRACING WIRE CONNECTION TO CONCRETE SLAB, BEAM OR JOIST

3" = 1'-0"

1/4" DIA. SCREW EYE w/ FULL THREAD EMBEDMENT (1-1/2" MIN.) INSTALL IN DIRECTION OF WIRE

NOTES:

9

1. THIS IS APPLIED FOR PERIMETER WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT TO STRUCTURE ABOVE

1 1/2" = 1'-0"

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

FLATTEN END L 1-1/2"x 1-1/2"x 10GA. x 2" CLIP

(2) #10 x 2" S.M.S.

PLACE TIGHT TO CLIP OR STRUCTURE

PLACE TIGHT TO CLIP OR STRUCTURE

SLOT END OF TUBE TO RECEIVE CLIP

OPTION 1

1/4" DIA. CLOSED SCREW EYE. 1 INSTALL IN THE . DIRECTION A10.31 OF THE BRACE WIRE

OPTION 2

A10.31

2X BLKG. w/ 2-16d COMMON NAILS AT EACH END

STRUT CONNECTION TO CONCRETE SLAB, BEAM, JOIST SOFFIT

JOIST OR RAFTER BRACING WIRE

BRACING WIRE CONNECTION TO SAWN TIMBER

1 1/2" = 1'-0"

.

A. "DIRECT" (FOR NOTES SEE "B" "THRU GYP.)

A10.31

12

OPTION 1 LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

B. "THRU GYP"

2"

[RDP TO SPECIFY MIN. EMBEDMENT] 3 7/8" MIN.

1 1/2" = 1'-0"

L 1-1/2 x 1-1/2 x 12 GA.

1 LAYER OF GYP. BD., MAX. 1-1/2"x1-1/2"x12GAx1" CLIP ANGLE W/ (2) #10x1-1/4" SMS (SEE NOTE 1)

OPTION 2 1/2" MAX

600S137-54 SPAN (2) WALL STUDS MINIMUM. CONNECT 600S TO EACH WALL STUD PER SCHEDULE BELOW

1

[RDP TO SPECIFY MIN. EMBEDMENT]

FLATTEN END PLACE TIGHT TO CLIP OR STRUCTURE

OPTION 1

.

3/4"

L1-1/2"x 1-1/2"x 12 GA. x 0'-2"

5

HANGER WIRE CONNECTION TO CONCRETE SLAB, BEAM, OR JOIST

3" = 1'-0"

A10.31

L 1-1/2 x 1-1/2 x 12 GA. x 0'-2"

SLOT END OF TUBE

12GAx3/4" WIDE CEILING CLIP 1

3/8" DIA. EXPANSION ANCHORS

NOTES:

[(RDP TO SPECIFY MIN. EMBEDMENT]

1

2. REFER TO

A10.30

A10.31

FOR ADDITIONAL DETAILS

1/2" MAX.

1 A10.31

3. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE.

.

A10.31

.

CONNECTION TO WALL STUD (WITHOUT GYP. BD.)

20 GAUGE

(5) #10x1-1/4" SMS

(3) #10x1-1/4" SMS

18 GAUGE

(4) #10x1-1/4" SMS

(2) #10x1-1/4" SMS

BRACING WIRE CONNECTION TO CONCRETE OVER METAL DECK #12 GAGE HANGER WIRES (3) TIGHT TURNS WITHIN 3", AT BRACE WIRE PROVIDE (4) TIGHT TURNS WITHIN 1 1/2".

.

Agency Approval:

#12 GAGE WIRE

8

OPTION 2

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

1 1/2" = 1'-0"

03-119136

APPL ACS

FLS

SSS

1/2" MAX U.O.N. DATE

File No.: 19-H52

SADDLE TIE REQUIRED FOR ALL WIDTHS GREATER THAN 1/4"

FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX ON 15

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

A10.30

MAIN CHANNEL SHOWN (WOOD FRAMING SIMILAR) SADDLE TIE HAS DOUBLE LOOP AT SUPPORT

METAL DECK (20 GA MIN.) 1/ 2" TY P

3/4" MIN

WHEN MULTILE SADDLE TIES ARE REQUIRED THEY SHALL ALTERNATE BACK AND FORTH TO PREVENT TWISTING

1. THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: - THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORTING THE BRACE FORCE. - THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

HANGER WIRE

[PAF-RDP TO SPECIFY DIA. AND MIN. EMBEDMENT. 0.145" DIAMETER MIN. AND 1 1/4" EMBEDMENT MIN.]

NOTES:

TUBE STRUT

3 TURNS @ HANGER WIRE TYPICAL @ EACH END

STEEL DECK, 20GA MIN.

OPTION 1

CONNECTION TO WALL STUD (WITH GYP. BD.)

WALL STUD GAUGE

(2) #10 S.M.S

OPTION 2

2

1 1/2" = 1'-0"

FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX ON 15

12GA x 1" WIDE CEILING CLIP MIN.

1. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.02

(2) #10 S.M.S. 3/8" DIA. EXPANSION ANCHOR. [RDP TO SPECIFY MIN. EMBEDMENT] PLACE TIGHT TO CLIP OR STRUCTURE

1

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

OPTION 2

(2) #10 S.M.S

CHANNEL STRUT

3/8" DIA. EXPANSION ANCHOR.

1. REFER TO 4.10 FOR ADDITIONAL DETAILS 2. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.01.

.

1/2" MAX U.N.O.

1-1/2"x1-1/2"x12GA

A10.31

3/4"

NOTES:

[PAF-RDP TO SPECIFY DIA. AND MIN. EMBEDMENT. 0.145" DIAMETER MIN. AND 1 1/4" EMBEDMENT MIN.]

1

CUT FLANGES AND BEND

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

OPTION 2

BOLT & FLUTE (SEE NOTE 3)

METAL STUD PER RDP 20 GA MIN.

OPTION 1

OPTION 1

HANGER WIRE CONNECTION TO METAL STUD WALL

3/4" MIN TYP

3/4" MIN

A10.31

OPTION 3

[RDP TO SPECIFY MIN. EMBEDMENT]

3/8" DIA. EXPANSION ANCHOR @ CENTER OF FLUTE

1

6 MIN.

(2) 3/8" DIA EXPANSION ANCHORS [RDP TO SPECIFY MIN. EMBEDMENT]

3/8" DIA. EXPANSION ANCHOR

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE

1"

15

1

1

BRACING WIRE

CL4.35

.

A10.31

1" MIN

NOTES: 1. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.01

TUBE STRUT

.

1"x1"x12GAx3/4" CLIP ANGLE 1/2" MAX

1/2" MAX

A10.31

(2) #10 SMS TO FRAMING 1

THREE 1-1/2" X 9 GA. STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP

THREE 1-1/2" X 9 GA. STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP

.

GYP. BD.

1 1/2" x 1 1/2" x 12GA x 2" CEILING CLIP, TYP

JOIST OR RAFTER BRACING WIRE

SLAB, BEAM OR JOIST SOFFIT (MIN. 12" WIDE)

1

(1) #10 SMS

3/8" EXPANSION ANCHOR [ RDP TO SPECIFY MIN. EMBEDMENT]

12GAx3/4" WIDE CEILING CLIP

WALL STUD PER RDP 20 GA MIN

[RDP TO SPECIFY MIN. EMBEDMENT]

(2) #10 S.M.S.

LIGHTWEIGHT OR NORMAL WEIGHT CONC. 12 GA x 1" WIDE CEILING CLIP

MIN 5/8" DIA EXPANSION ANCHOR @ BRACING, TYP

3" MAX

3/4"

OPTION 2

1/2" TYP

L 1-1/2 x 1-1/2 x 12GA. x 2" CLIP

13

COMPRESSION STRUT CONNECTION TO STRUCTURE - MATRIX

[PAF-RDP TO SPECIFY DIA. AND MIN. EMBEDMENT. 0.145" DIAMETER MIN. AND 1 1/4" EMBEDMENT MIN.]

3/8" DIA. EXPANSION ANCHOR

OPTION 1

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE, TYP.

6" MIN. EDGE DISTANCE

1

CHANNEL STRUT 3/8" EXPANSION ANCHOR [ RDP TO SPECIFY MIN. EMBEDMENT]

.

1

A10.32

2. REFER TO

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE, TYP.

FACE OF BEAM, JOIST OR EDGE OF SLAB WHERE OCCURS

3" MAX

2"

1 1/2" x 1 1/2"x12 GA x 2" CEILING CLIP

A10.32

L 1-1/2"x 1-1/2"x 12 GA

1

.

A10.31

1

Project:

4 TURNS @ BRACE WIRES TYP. @ EACH END

BUILDING 500 - MODERNIZATION

10° TO 45°

1/ 2" M AX

Sheet Title:

TYPICAL CEILING DETAILS

#12 GAGE WIRE

OPTION 3 NOTES:

NOTES:

1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE

1.

REFER TO 4.10 FOR ADDITIONAL DETAILS.

2.

POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE

3.

TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 5.01.

TYPICAL SADDLE TIE DETAIL

2. TEST POST INSTALLED ANCHORS IN ACCORDACE WITH CEILING NOTE 5.01

STRUT CONNECTION TO CONCRETE OVER METAL DECK

HANGER WIRE CONDITION SHOWN. BRACE WIRE CONDITION SIMILAR

14

1 1/2" = 1'-0"

BRACING WIRE CONNECTION TO METAL STUD WALL

11

3" = 1'-0"

TYPICAL SADDLE TIE DETAIL

7

3" = 1'-0"

HANGER WIRE CONNECTION TO CONCRETE OVER METAL DECK

BRACING WIRE

DSA SUBMITTAL Date:

4

1 1/2" = 1'-0"

HANGER AND BRACING WIRE CONNECTION - TYPICAL WIRE TURNS

1

3" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.31

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

1 1/2" MIN.

STRUT

(4) 1/4" DIA. LAG SCREWS

2x4 FLAT STRUT

2" MIN

1 - 1/2" CHANNEL, 1.12 #/ FT MIN. HOT ROLLED. (4 SIDES)

FASTEN STRUT TO 2x4 IN LIEU OF RAFTER/ JOIST

EQ

1 1/2" MIN PENETRATION

EQ

1 3/8"

1 1/2" MIN PENETRATION

12 GA. HANGER WIRE

CONNECT USING OPTION 2 ON THIS SHEET

ACCESS PANEL

OPTION 1

OPTION 2

3551005000

OPTION 3

7/8" GA. GALV. HAT SECTION @ 24" O.C.

(2) #10 S.M.S.

(2) #10 S.M.S. SLOT END OF TUBE

1 1/2" MIN. PENETRATINO, TYP

"V" REVEAL MOLDING

STRUT 1" MIN

GYP. BOARD

METAL STUD FRAMING

OPTION 2

Date

No.

Issued

Date

WIRE WITHIN

Keynotes:

OPTION 3

TUBE STRUT NOTES: 1. WEB OF CHANNEL TO BEAR WITHIN WIDTH OF WOOD MEMBER.

1/4" DIA. LAG SCREW

SEE NOTE 1

OPTION 1

Issued

1/4"DIA. CLOSED EYE SCREW

1-1/2"x 1-1/2"x 10GA x 2" CLIP (SEE NOTE 2)

PLACE TIGHT TO CLIP

EQ

1 1/2" MIN PENETRATION, TYP

EQ

No.

L1-1/2" X 1-1/2" 12GA. BEARING PLATE MIN.

PLACE TIGHT TO STRUCTURE

1-1/2"x 1-1/2"x 12GA x 0'-2" CLIP (SEE NOTE 2)

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

1 1/2" MIN PENETRATION

1 1/2" MIN PENETRATION

1 1/2" MIN PENETRATION

3" = 1'-0"

TE

A

6

CEILING ACCESS PANEL

1/4" DIA. LAG SCREW

EN

R

AT SUSPENDED GYP. BD CEILING

TAPE & JOINT COMPOUND

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

CHANNEL STRUT 1/4"DIA. LAG SCREW IN CENTER OF JOIST, TYP.

ST

GYP. BD (WATER RESISTANT AT RESTROOMS)

NO. C-19759

IA

#10 SMS, (2) EA. CORNER OF ACCESS PANEL

A RC H SED IT N E R R ICHA R E PH

T E C AYLOR T D

CUT FLANGES AND BEND

N

1/4"DIA. LAG SCREW IN CENTER OF JOIST, TYP.

2"

LI C CHR I STO

SEE NOTE 1

2x4 STRUT 2. VERTICAL LEG OF MEMBER TO FALL WITHIN THE WIDTH OF THE WOOD MEMBER. 1/4" DIA. LAG SCREW

CUT FLANGES AND BEND

CONNECT USING OPTION 1 ON THIS SHEET

FASTEN STRUT TO 2x4 IN LIEU OF RAFTER/ JOIST

3. SEE DETAIL

5 A10.32

FOR ADDITIONAL INFORMATION.

DRYWALL

OPTION 1

OPTION 2

STRUT CONNECTION TO SAWN TIMBER WITHOUT GYPSUM BOARD

CHANNEL STRUT

10

EQ

1/4" DIA. LAG SCREW

12" = 1'-0" 8 GA. SLACK SAFETY WIRES AT DIAGONALLY OPPOSITE CORNERS WHERE TERMINAL OR FIXTURE WEIGHS LESS THAN 56 POUNDS. USE TAUT WIRES AT ALL 4 CORNERS WHERE HEAVIER THAN 56 POUNDS OR LARGER THAN 4'-0" X 4'-0"

EQ

EQ

1/4" DIA. LAG SCREW

FOR HANGER WIRE ATTACHMENT SEE APPLICABLE DETAILS

RECESSED LT. FIXTURE & OR AIR TERMINAL

1 1/2" MIN PENETRATION

GYP. CEILING REVEAL

EQ

HANGER WIRE

3 TURNS IN 3" TYPICAL @ EACH END

HANGER WIRE TIE TO EACH CORNER OF FRAMING CHANNEL

SLOT END

1 1/2x 16 GA. CROSS REINF. TO STABILIZE CARRYING CHANNEL

PLACE TIGHT TO CLIP OR STRUCTURE

OPTIONAL ORIENTATION

HANGER WIRE ONLY

(2) #10 S.M.S. L-1-1/2"x1-1/2"x 10GA. x 2" CLIP (SEE NOTE 2)

(2)#10 x 2" S.M.S. THRU BOTH WALLS OF EMT L-1-1/2"x1-1/2"x 12GA. x 0'-2" CLIP (SEE NOTE 2)

OPTION 1

1x1/2 CARRYING CHANNEL FRAME AROUND OPENING

BRACE OR HANGER WIRE

PLACE TIGHT TO CLIP OR STRUCTURE

OPTION 2 4 TURNS IN 1-1/2" TYPICAL @ EACH END

TUBE STRUT 2-#10 S.M.S. EA. SIDE OF L FIXTURE/AIR TERMINAL

#8 S.M.S. @ EA FURRING CHANNEL

FURRING CHANNEL

NOTE: AIR TERMINAL OR LIGHT FIXTURES TO BE SUPPORTED DIRECTLY TO MAIN RUNNERS AS SHOWN

3

1 1/2" = 1'-0"

HANGER OR BRACE WIRE

NOTES: 1.

WEB OF CHANNEL TO BEAR WITHIN WIDTH OF THE WOOD MEMBER.

NOTES:

2.

FOR ANGLE ORIENTED IN THE STANDARD POSITION, VERTICAL LEG TO FALL WITHIN THE WIDTH OF THE WOOD MEMBER.

WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.

SADDLE TIE GYP. BD. CEILING

SUSPENDED GB CEILING @ RECESSED LIGHT FIXTURE

9

STRUT CONNECTION TO SAWN TIMBER WITH GYPSUM BOARD

3" = 1'-0"

5

CEILING WIRE SPLICES

1 1/2" = 1'-0"

2

3" = 1'-0"

NOTES:

6" MAX HANGER WIRE W/ 3 TURNS

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

2 ½" X 2 ½" X 18 GA. GALV. ANGLE STUD WALL: USE #10 SMS @ EA STUD CONC. WALL: USE ¼ TAPCON @ 16" O.C. X 1-1/2" EMBED

2. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING 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.

1-1/2" MAIN RUNNER

3. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.

#10 S.M.S. @ 16" O.C. 7/8" HAT FURRING CHANNEL

GYP. BOARD ATTACHMENT CLIP

GYP. BD. DRYWALL SCREW TAPE ALL JOINTS AND FINISH

AIR TERMINAL OR LIGHT FIXTURE (56# MAX,)

GYP. BD. STUDS

CEILING PERIMETER @ PARTITION WALL

FIRE PROOFING

[ (2) PAF - RDP TO SPECIFY DIAMETER0.145" DIAMETER MIN.]

WIRE HANGERS PLACE ON DIAGONAL CORNERS (2) EXCEPT 4'X4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4).

2"

CUT FLANGES AND BEND

2-#8 S.M.S. EA. SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

8

CHANNEL STRUT [ (2) PAF - RDP TO SPECIFY DIAMETER 0.145" DIAMETER MIN.]

6" = 1'-0"

FIRE PROOFING

FIRE PROOFING

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

[ (2) PAF - RDP TO SPECIFY DIAMETER -0.145" ACS

6" MAX

HEAVY DUTY SUSPENSION SYSTEM

HANGER WIRE W/ 3 TURNS 2 ½" X 2 ½" X 18 GA. GALV. ANGLE STUD WALL: USE #10 SMS @ EA STUD CONC. WALL: USE: ¼ TAPCON @ 16" O.C. X 1-1/2" EMBED 1-1/2" MAIN RUNNER

AIR TERMINAL OR LIGHT FIXTURE (56# MAX.)

SADDLE-TIE HANGER WIRE TO MAIN RUNNER (8 GAGE)

GYP. BOARD W/ EDGE BEAD TYP. SURROUNDING ALL SIDES OF TERMINAL OR FIXTURE

L1-1/2 x 1-1/2x 10GA. x 2" ANGLE

WIRE HANGER PLACED ON DIAGONAL CORNERS (2) EXCEPT 4'X4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4).

7/8" HAT FURRING CHANNEL GYP. BD.

PLACE TIGHT TO CLIP OR STRUCTURE

BUILDING 500 - MODERNIZATION

NOTES:

Sheet Title:

1. STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16".

TYPICAL CEILING DETAILS

DSA SUBMITTAL

HEAVY DUTY SUSPENSION SYSTEM

6" = 1'-0"

LIGHT FIXTURE @ SUSPENDED CEILING

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

OPTION 2

TUBE STRUT

TYPE ALL JOINTS AND FINISH

7

File No.: 19-H52 Facility:

2. RDP IN RESPONSIBLE CHARGE, I.O.R. AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE ANSI/AISC 341-10. 15 3. REFER TO FOR ADDITIONAL INFORMATION. A10.31

GYP. BD. STUDS

SSS

Project:

DRYWALL SCREW

CEILING PERIMETER @ FULL HEIGHT WALL

(2) #10 x 2" S.M.S.

SLOT END OF TUBE

OPTION 1

FLS DATE

L 1-1/2"x 1-1/2"x 12GA. x 2" ANGLE

PLACE TIGHT TO CLIP OR STRUCTURE

2- #8 S.M.S. EA. SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

SADDLE-TIE HAT CHANNEL TO MAIN RUNNER (16 GA.) #10 S.M.S. @ 16" O.C.

(2) #10 S.M.S.

03-119136

APPL

Date:

4

1 1/2" = 1'-0"

STRUT CONNECTION TO STRUCTURAL STEEL

1

1 1/2" = 1'-0"

Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.32

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly. NOTES:

GYP. BOARD ATTACHMENT CLIP

HEAVY DUTY SUSPENSION SYSTEM

WIRE HANGER PLACED ON DIAGONAL CORNERS (2) EXCEPT 4'X4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4).

AIR TERMINAL OR LIGHT FIXTURE (56# MAX.)

2- #8 S.M.S. EA. SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

HEAVY DUTY SUSPENSION SYSTEM

LIGHT FIXTURE @ GYP. SUSPENDED CEILING

2

1 1/2" = 1'-0"

6" MAX HANGER WIRE W/ 3 TURNS 2 ½" X 2 ½" X 18 GA. GALV. ANGLE STUD WALL: USE #10 SMS @ EA STUD CONC. WALL: USE ¼ TAPCON @ 16" O.C. X 1-1/2" EMBED 1-1/2" MAIN RUNNER #10 S.M.S. @ 16" O.C. 7/8" HAT FURRING CHANNEL

GYP. BD. DRYWALL SCREW TAPE ALL JOINTS AND FINISH GYP. BD. STUDS

3

CEILING PERIMETER AT PARTITION WALL 6" MAX

6" = 1'-0"

HANGER WIRE W/ 3 TURNS

1-1/2" MAIN RUNNER SADDLE-TIE HANGER WIRE TO MAIN RUNNER (8 GAGE) SADDLE-TIE HAT CHANNEL TO MAIN RUNNER (16 GA.) #10 S.M.S. @ 16" O.C. 7/8" HAT FURRING CHANNEL GYP. BD. DRYWALL SCREW TYPE ALL JOINTS AND FINISH GYP. BD. STUDS

CEILING PERIMETER AT FULL HEIGHT WALL

4

6" = 1'-0"

3. DETAILS OF CONSTRUCTION: 3.1 GENERAL: GYPSUM BOARD CEILINGS SHALL NOT SUPPORT BUILDING COMPONENTS OTHER THAN AIR CONDITIONING/HEATING GRILLS OR LIGHT FIXTURES. ALL SUCH COMPONENTS SHALL BE SUPPORTED EITHER DIRECTLY FROM MAIN RUNNERS, OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS. NO VERTICAL LOADS OTHER THAN GYPSUM BOARD DEAD LOAD SHALL BE APPLIED TO CROSSFURRING. 3.2 VERTICAL SUPPORT SYSTEM: THERE ARE MANY POSSIBLE VARIATIONS OF MAIN RUNNERV SIZES, SPACINGS, AND SPANS LISTED IN ASTM C754-04, TABLE 7. ALL OF THE COMBINATIONS ARE ACCEPTABLE, PROVIDED THE MAIN RUNNER SPACING DOES NOT EXCEED 4’-0” AND THE CEILING AREA SUPPORTED BY A HANGER WIRE DOES NOT EXCEED 16 SQUARE FEET. PURPOSE: THIS INTERPRETATION OF REGULATIONS (IR) DESCRIBES PRESCRIPTIVE METHODS FOR THE INSTALLATION OF SUSPENDED GYPSUM BOARD CEILING SYSTEMS. THESE METHODS REPRESENT A MEANS OF COMPLYING WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART 2, AND ARE ACCEPTABLE TO THE DIVISION OF THE STATE ARCHITECT (DSA). THIS IR DOES NOT PRECLUDE THE DESIGNER FROM USING OTHER METHODS OF INSTALLATION, INCLUDING PROPRIETARY SYSTEMS DISCUSSED IN SECTION 6, IF SUBMITTED TO AND APPROVED BY THE DSA. THIS IR IS APPLICABLE TO PROJECTS SUBMITTED TO THE DSA FOR REVIEW UNDER THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC). FOR PROJECTS SUBMITTED FOR REVIEW UNDER THE 2007 AND 2010 CBC SEE IR 25-3. 3.2.1 MAIN RUNNER SPACING AND SPAN: THE MAIN RUNNER MOST FREQUENTLY USED IS A 1-1/2 INCH COLD ROLLED CHANNEL DESIGNATED 150U050-54 (1-1/2 INCH COLD ROLLED CHANNELS WEIGHING 0.414 LBS/FT) SPACED NO MORE THAN 4’-0” O.C. WITH A HANGER WIRE SPACING NOT TO EXCEED 4’-0” O.C. AND NO MORE THAN 6” FROM EACH END OF THE MAIN RUNNER. 3.2.2 VERTICAL HANGER WIRES: CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641. WIRE SHALL BE #9 GAGE (0.148” DIAMETER) WITH SOFT TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI. 3.2.3 CROSS-FURRING: 7/8 INCH GALVANIZED STEEL HAT SECTIONS, DESIGNATED 087F125-18, AT 24 INCHES O.C. MAXIMUM. 3.3 CONNECTING HANGER WIRES, STEEL FRAMING AND FURRING: 3.3.1 HANGER WIRES SHALL BE SADDLE-TIED TO THE MAIN RUNNERS PER IR 25-2.13 FIGURE 3A(F). 3.3.2 CROSS FURRING SHALL BE SADDLE-TIED TO THE MAIN RUNNERS WITH AT LEAST ONE STRAND OF #16 GAGE, OR TWO STRANDS OF #18 GAGE TIE WIRE. 3.3.3 MAIN RUNNERS SHALL BE SPLICED BY LAPPING AND INTERLOCKING FLANGES AND INSTALLING TWO (2) #8 SCREWS AT EACH END OF SPLICE. THE LAP MUST BE A MINIMUM OF 12 INCHES LONG. 3.3.4 CROSS FURRING SHALL BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES AND INSTALLING TWO (2) #8 SCREWS AT EACH END OF SPLICE. THE LAP MUST BE A MINIMUM OF EIGHT (8) INCHES LONG. 3.4 INSTALLATION AND ANCHORAGE OF HANGER AND BRACING WIRES: FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS WITHIN A DISTANCE OF THREE INCHES. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION 5.2.7.2). FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS WITHIN A DISTANCE OF ONE AND ONE-HALF (1-1/2) INCHES. HANGER AND BRACING WIRE ANCHORS SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. 3.4.1 SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. 3.4.2 WHEN DRILLED-IN CONCRETE ANCHORS OR POWER ACTUATED FASTENERS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS IN TENSION. POWER ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY POWER ACTUATED FASTENER OR DRILLED-IN ANCHOR FAILS, SEE 2013 CBC SECTION 1913A.7.1 OR 1913.2.11.1*. NOTE: DRILLED-IN ANCHORS OR POWER ACTUATED FASTENERS EMBEDMENT DEPTH SHALL BE LIMITED IN PRESTRESSED CONCRETE TO NOT IMPINGE TENSIONED REINFORCEMENT OR SPECIAL PROCEDURES SHALL BE DEVELOPED TO LOCATE AND CLEAR TENSIONED REINFORCEMENT. 3.4.3 PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL 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.

1 - 1/2" CHANNEL, 1.12 #/ FT MIN. HOT ROLLED. (4 SIDES)

ACCESS PANEL 7/8" GA. GALV. HAT SECTION @ 24" O.C. GYP. BD (WATER RESISTANT AT RESTROOMS) AT SUSPENDED GYP. BD CEILING

CEILING ACCESS PANEL@ GYP. CEILING

5

EN

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

5. LATERAL SYSTEM: A GYPSUM BOARD CEILING GREATER THAN 144 SQUARE FEET IN AREA SHALL BE DESIGNED TO RESIST ITS OWN SEISMIC LOADS, PER SECTION 2 ABOVE, AND SHALL NOT BE PERMITTED TO BE USED TO RESIST PRIMARY STRUCTURAL LOADS OR OTHER LOADS. THERE ARE TWO OPTIONAL LATERAL SYSTEMS FOR THIS PURPOSE: · THE BRACE WIRE SYSTEM, PER SECTION 5.1. · THE DIAPHRAGM SYSTEM, PER SECTION 5.2. EITHER OR BOTH OPTIONS MAY BE SHOWN ON PLANS OR NOTED IN THE SPECIFICATIONS. NOTES: 1. IF BOTH OPTIONS ARE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS, ONLY ONE OPTION CAN BE USED FOR EACH SEPARATE CEILING AREA. 2. FIRE-RATED SYSTEMS SHALL BE INSTALLED PER RATED LISTING (I.E. UL, FACTORY MUTUAL, ETC.) AND MANUFACTURERS’ INSTRUCTION, AND THE RATED LISTING MAY DICTATE THE OPTIONAL LATERAL SYSTEM USED. 5.1 BRACE WIRE SYSTEM: LATERAL FORCE BRACING ASSEMBLIES SHALL CONSIST OF A COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER (SEE IR 25-2.13 FIGURE 1). LATERAL FORCE BRACING ASSEMBLIES SHALL BE SPACED, PER TABLE 1 FOR ALL VALUES OF THE COMPONENT IMPORTANCE FACTOR (IP) OF THE CEILING.

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

TABLE 1: LATERAL FORCE BRACE ASSEMBLY SPACING ACS

BRACE ASSEMBLY SPACING 12'X12' FULL BUILDING HEIGHT 8'X12' FOR Z/H GREATER THAN 0.5 12'X12' FOR Z/H LESS THAN OR EQUAL TO 0.5 8'X8' FOR Z/H GREATER THAN 0.5 8'X12' FOR Z/H LESS THAN OR EQUAL TO 0.5

FLS

SSS

DATE

File No.: 19-H52 Facility:

WHERE, AS DEFINED IN ASCE 7-10, SECTION 13.3.1: Z = HEIGHT IN STRUCTURE OF POINT OF ATTACHMENT OF CEILING WITH RESPECT TO THE BASE. H = AVERAGE ROOF HEIGHT OF THE STRUCTURE WITH RESPECT TO THE BASE. WHERE DIFFERENT BRACE SPACING IS SPECIFIED AT VARIOUS STORIES, THE RESPECTIVE CEILING PLAN SHALL CLEARLY INDICATE THE BRACE SPACING.

#10 SMS, (2) EA. CORNER OF ACCESS PANEL

TE

NO. C-19759

4. CEILING FIXTURES, TERMINALS, AND DEVICES: 4.1 ALL RECESSED OR DROP-IN LIGHT FIXTURES, AS WELL AS CEILING MOUNTED MECHANICAL AIR TERMINALS AND SERVICES, SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS AND POSITIVELY ATTACHED WITH SCREWS OR OTHER APPROVED CONNECTORS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE COMPONENT. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH FIXTURE AND COMPONENT. 4.2 SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF MATERIAL WITH A MINIMUM OF 14 GAGE. ROTATIONAL SPRING CLAMPS DO NOT COMPLY. 4.3 LIGHT FIXTURES, GRILLES, MECHANICAL TERMINALS, AND FLEXIBLE SPRINKLER HOSE FITTINGS OR OTHER SERVICES WEIGHING GREATER THAN 20 LBS. MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN TWO (2) TAUT #12 GAGE WIRES WHERE LESS THAN 56 POUNDS, AND FOUR (4) TAUT #12 GAGE WIRES WHERE GREATER THAN OR EQUAL TO 56 POUNDS, AND ATTACHED TO THE HOUSING AND TO THE STRUCTURE ABOVE. THE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT. 4.4 ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO THE CEILING PER SECTION 4.1 OF THIS IR. DEVICES WEIGHING MORE THAN 20 LBS. SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE PER SECTION 4.3 OF THIS IR. 4.5 PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, PER ASTM E580, SECTION 5.2.8.5, A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE, OR ADAPTER. 4.6 ACCESS PANELS: ACCESS TO THE SPACE BETWEEN THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL NOT BE ALLOWED. SMALL ACCESS PANELS FOR THE INSPECTION, ADJUSTMENT OR REPAIR OF UTILITY SWITCHES, VALVES, SENSOR, ETC. MAY BE ALLOWED IF THE PANEL IS LESS THAN 300 SQUARE INCHES. SUCH PANELS SHALL ALSO HAVE A PERMANENTLY ATTACHED WARNING LABEL AS FOLLOWS: “WARNING: 1) DO NOT CLIMB, WALK, OR CRAWL ON THE GYPSUM BOARD CEILING PANELS OR METAL FRAMING. 2) DO NOT STORE OR STOW ANYTHING ON THE GYPSUM BOARD CEILING PANELS OR METAL FRAMING.” IF FIRE FIGHTER ACCESS IS REQUIRED PER CBC SECTION 1209.2 IN ATTICS OF COMBUSTIBLE CONSTRUCTION, THE PRESCRIPTIVE SUSPENDED CEILING SYSTEM PRESCRIBED IN THIS IR IS NOT APPLICABLE, AND THE CEILING SHALL BE FRAMED AND DESIGNED FOR SUCH LOADING.

DESIGN SPECTRAL ACCELERATION PARAMETER, SDS LESS THAN OR EQUAL TO 1.15 GREATER THAN 1.15 AND LESS THAN OR EQUAL TO 1.73 GREATER THAN 1.73

12 GA. HANGER WIRE

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

A

GYP. BOARD W/ EDGE BEAD TYP. SURROUNDING ALL SIDES OF TERMINAL OR FIXTURE

3551005000

R

2-#8 S.M.S. EA. SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

ST

AIR TERMINAL OR LIGHT FIXTURE (56# MAX,)

2. DESIGN: THE PRESCRIPTIVE REQUIREMENTS OF THIS IR SHALL BE TAKEN AS THE MINIMUM REQUIREMENTS AND APPLY TO A CEILING THAT IS NOT ACCESSIBLE, HAS A SINGLE LAYER OF GYPSUM BOARD NOT EXCEEDING 5/8” THICK, AND HAS A TOTAL CEILING WEIGHT NOT TO EXCEED FOUR (4) POUNDS PER SQUARE FOOT (PSF). A CEILING THAT IS REQUIRED BY CCR TITLE 24 TO BE ACCESSIBLE, OR OTHERWISE DOES NOT MEET THESE LIMITATIONS, SHALL BE DESIGNED TO MEET THE APPLICABLE REQUIREMENTS OF CBC SECTIONS 1607A AND 2508.1, AND ASCE 7-10, SECTION 13.3.1.

A RC H SED IT N E R R ICHA R E PH

T E C AYLOR T D

WIRE HANGERS PLACE ON DIAGONAL CORNERS (2) EXCEPT 4'X4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4).

1. MATERIALS: MATERIALS ARE TO COMPLY WITH CBC SECTION 2508 AND APPLICABLE ASTM STANDARDS. GYPSUM WALLBOARD IS EITHER 1/2 INCH OR 5/8 INCH IN THICKNESS. COLD-FORMED STEEL SECTIONS SPECIFIED IN THIS IR ARE IDENTIFIED BY A PRODUCT DESIGNATOR WHICH HAS BEEN STANDARDIZED BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI) IN COLLABORATION WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).

IA

3. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.

N

PURPOSE: THIS INTERPRETATION OF REGULATIONS (IR) DESCRIBES PRESCRIPTIVE METHODS FOR THE INSTALLATION OF SUSPENDED GYPSUM BOARD CEILING SYSTEMS. THESE METHODS REPRESENT A MEANS OF COMPLYING WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART 2, AND ARE ACCEPTABLE TO THE DIVISION OF THE STATE ARCHITECT (DSA). THIS IR DOES NOT PRECLUDE THE DESIGNER FROM USING OTHER METHODS OF INSTALLATION, INCLUDING PROPRIETARY SYSTEMS DISCUSSED IN SECTION 6, IF SUBMITTED TO AND APPROVED BY THE DSA. THIS IR IS APPLICABLE TO PROJECTS SUBMITTED TO THE DSA FOR REVIEW UNDER THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC). FOR PROJECTS SUBMITTED FOR REVIEW UNDER THE 2007 AND 2010 CBC SEE IR 25-3.

2. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING 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.

5.2.2 A MAXIMUM DIAPHRAGM SHEAR EQUAL TO 50 LBS/FT IS ALLOWED WITH 1 INCH OR 1-1/4 INCH HILO TYPE S, OR S-12, BUGLE HEAD SCREWS AT 12 INCHES O.C. AT ALL GYPSUM BOARD EDGES (3/8 INCH SCREW EDGE DISTANCE) AND AT ALL INTERMEDIATE SUPPORTS. A WALL CONSTRUCTED SIMILARLY CAN RESIST THE SAME SHEAR FORCE PROVIDED THE GYPSUM BOARD IS ON THE SAME SIDE OF THE STUDS AS THE CEILING IS, AND A POSITIVE CONNECTION BETWEEN THE CEILING AND THE WALL IS DETAILED. THE GYPSUM BOARD DIAPHRAGMS ARE TO RESIST LATERAL LOADS DUE TO THEIR OWN WEIGHT AND/OR THE CEILING DIAPHRAGM(S) ONLY. 5.2.3 DETAILS ARE REQUIRED PROVIDING FOR LATERAL LOAD TRANSFER FROM THE GYPSUM BOARD TO SHEAR WALLS, OR OTHER LATERAL LOAD RESISTING ELEMENTS, ON ALL FOUR SIDES OF THE DIAPHRAGM. THERE SHALL BE NO STEPS OR VERTICAL OFFSETS IN THE CEILING PLANE. 6. DSA ACCEPTANCE OF EVALUATION REPORTS: AT THE DISCRETION OF THE DSA, PROPRIETARY SYSTEMS MAY BE ACCEPTED UNDER ALL THE FOLLOWING CONDITIONS: · ACCEPTANCE WILL BE GRANTED ON A PROJECT SPECIFIC BASIS. · PROPRIETARY SYSTEMS MUST MEET THE REQUIREMENTS OF THE CBC. · PROPRIETARY SYSTEMS MUST HAVE VALID EVALUATION REPORTS MEETING THE PROVISIONS OF DSA IR A-5. IN ACCORDANCE WITH DSA IR A-5, DSA WILL ACCEPT OSHPD PREAPPROVED DETAILS (OPD) “2013 CBC STANDARD GYPSUM BOARD CEILING DETAILS FOR SUSPENDED AND JOIST FRAMING CONSTRUCTION.”

LI C CHR I STO

SUSPENDED GYPSUM BOARD CEILINGS

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

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

5.1.1 THERE SHALL BE A BRACE ASSEMBLY A DISTANCE OF NOT MORE THAN ONE HALF OF THE ABOVE SPACING FROM EACH SURROUNDING WALL, EXPANSION JOINT AND AT THE EDGE OF ANY CEILING VERTICAL OFFSET. FOR EXAMPLE, WHERE THE BRACE SPACING IS 8’X12’, THE DISTANCE SHALL BE 4 FEET IN THE DIRECTION OF THE 8 FOOT SPACING AND 6 FEET IN THE DIRECTION OF THE 12 FOOT SPACING. 5.1.2 THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHALL BE TAUT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT DSA APPROVAL. 5.1.3 CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS. CEILING GRID MEMBERS SHALL BE AT LEAST 1 INCH FREE OF 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 INCH CLEAR OF WALL. 5.1.4 SUSPENDED CEILING SYSTEMS WITH AN AREA OF 144 SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO AT LEAST TWO ADJACENT WALLS AND THE PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES. 5.2 DIAPHRAGM SYSTEM: A SUSPENDED GYPSUM BOARD CEILING MAY BE DESIGNED AS A HORIZONTAL DIAPHRAGM TO RESIST ITS OWN SEISMIC LOADS AS PRESCRIBED IN THIS SECTION. GYPSUM BOARD SHALL NOT BE USED IN DIAPHRAGM CEILINGS TO RESIST LATERAL FORCES IMPOSED BY PARTITIONS. 5.2.1 DIAPHRAGM RATIOS: HORIZONTAL 2:1 MAXIMUM VERTICAL 1:1 MAXIMUM

Sheet Title:

TYPICAL GYP. BOARD CEILING DETAILS

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

3" = 1'-0" Please Recycle

A10.33

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly. VERIFY LENGTH

DIAGONAL BRACE, SEE STRUCTURE DRAWINGS DETAILS

24 GAUGE GALVANIZED IRON SHEET METAL PITCH POCKET

4"

COMPO ROOFING

HOT AIR WELD

0' - 0 1/2"

0' - 4"

EXTEND ROOFING OVER FIBER CANT AND INTO SCUPPER W/ HOT AIR WELD

0' - 4" MIN

3/8" x 1 1/2" HEXHEAD FASTENER W/ SELF-SEALING WASHERS

3551005000

PLYWOOD ROOF SHEATHING

PLASTER J-MOULDING CONTINUOUS AROUND

11

PITCH POCKET

ROOFING ASSEMBLY. REFER TO 1/A10.40

9

RE-ROOFING AT EXISTING SCUPPER

SCALE AS NOTED

3" = 1'-0"

MECHANICAL EQUIPMENT CURB FLASHING AT PLYWOOD DECK

3" = 1'-0"

5

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

TE

A

15

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

REFER TO STRUCTURAL DWGS

NO. C-19759

EN

R

SECTION

A RC H SED IT N E R R ICHA R E PH

FIBER CANT

THERMAL BATT INSULATION

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No.

Issued

Date

No.

Issued

Date

1 1/2" = 1'-0"

ROOF TRAFFIC PADS, SEE SPEC. FOR SIZE

DUCT. REFER MECH.

DUCT OPENING

SLOPED ROOF OVER PLYWOOD SHEATHING. REFER TO 1/A10.40 FOR ROOFING ASSEMBLY

DWGS CURB REF MECH

ST

PLYWOOD FILLER COPE AROUND BRACE FOR SNUG FIT

TYPICAL PENETRATION THROUGH ROOF

SHT MTL FLASHING RECEIVER REMOVABLE SHT MTL COUNTER-FLASHING FIBER CANT

SEALANT ALL AROUND

(E) ROOF STRUCTURE, REFER TO STRUCTURAL NOTES: 1. VAPOR BARRIER SHALL BE SEALED AT EDGES.

ROOFING MEMBRANE WHERE APPLICABLE

LEVEL CURB TOP

T E C AYLOR T D

PIPE WHERE OCCURS, SEE PLUMBING PLANS

WOOD NAILER

FILL WITH PITCH

4" TYP. 2 1/2" 4 SIDESCLR.

FOR TYPICAL ROOFING ASSEMBLY REFER TO 1/A10.40

CLOSE END

2

BACKING BOARD

IA

VAPOR BARRIER, TYP.

3/4" = 1' - 0"

CONT SEALING GASKET ON PERIMETER

N

PLAN VIEW

HOT-AIR WELD, TYP.

(E)

PITCH POCKET

ANCHOR W/ NEOPRENE WASHERS

LI C CHR I STO

DIAGONAL BRACE

1

METAL STUDS

0' - 0 1/2"

SECUREMENT PER MFR

(E)

8" MIN

FLASHING MEMBRANE

SHT MTL SCUPPER

2" MIN

STAINLESS STEEL HOSE CLAMP

HVAC UNIT

7" MIN PARAPET WALL

MECHANICAL DWG

VERIFY 8" +/-

(E)

REFER TO

SEALANT PER MFR

REF STRUCT

ROOF HATCH

2X10 TREATED WD CURB

SAFETY POST

#8 RHS W/ NEOPRENE & SST WASHERS 12" OC MIN (2) PER SIDE

4" WIDE 1/4" THICK CHECKER PLATE TOP TREAD

6" U.N.O. Keynotes:

8"

18 GA SHT MTL UMBRELLA

LEVEL CURB TOP 8" MIN

SHEET METAL COUNTERFLASHING

REFER TO 1/A10.40 FOR TYPICAL ROOFING ASSEMBLY NOTES

HOT AIR WELD LAB EXHAUST BRACE. REFER TO MECHANICAL DWGS ROOFING ASSEMBLY. REFER TO 1/A10.40

ROOF HATCH CURB

CANT STRIP ROOFING ASSEMBLY. REFER TO 1/A10.40

MEMBRANE BASE FLASHING

1/2" PLYWOOD SHEATHING. REFER TO STRUCTURAL

JT SEALER

FIBER CANT SLOPED ROOF PLYWOOD SHEATHING

DUCT PENETRATION THROUGH ROOF

14

(E) STRUCTURE

STRUCTURAL SUPPORT. REFER TO STRUCTURAL & MECHANICAL

VARIES

ROOF FRAMING. REFER TO STRUCT.

LEVEL CURB TOP 1' - 0" MIN

PLYWOOD DECK

(E) ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.

8

ROOF TRAFFIC PADS

1 1/2" = 1'-0"

LAB EXHAUST BRACE AT PLYWOOD DECK

3" = 1'-0"

(N) 24 6A.6.1. COPING PAINT

(E) ROOF DRAIN REF PLUMBING

STRUCTURE

2x4 STUDS @ 16" o/c

SINGLE PLY ROOFING MEMBRANE

3" SIDE LAP

INSULATION. REFER TO 1/A10.40

(E) ROOF FRAMING STRUCTURE

MET. SCREED & CAULKING 24 6A.6.1. FLASHING PAINT

(E) STRUCTURE

SOFFIT STUD FRAMING

(E) BLOCKING

3/4" PLYWOOD DECKING

PLYWOOD SHEATHING. REFER TO ROOFING ASSEMBLY 1/A10.40

TAPERED INSULATION OVER 1/2" PLYWOOD SHEATHING

TYP. ROOFING ASSEMBLY. REFER TO 1/A10.40

EXTERIOR PLASTER

2'-0"

SINGLE PLY ROOFING MEMBRANE ASSEMBLY. REFER TO 1/A10.40

HOT AIR WELD MIN. 1.5"

TOP OF PLYWOOD

(E) TILE ROOFING TO REMAINA ND PROTECT IN PLACE

3 4 ' -0 "

(E) ROOF FRAMING REF STRUCT

THERMAL BATT INSULATION

1 1/2" = 1'-0"

2 A10.40

TOP OF PARAPET

EXTEND ROOFING INTO DRAIN CLAMP ASSEMBLY

(E) OVERFLOW DRAIN REF PLUMBING

4

RIGID INSULATION ON PLYWOOD DECK

EQ

WALL/SOFFIT/CLG WHERE OCCURS. REF FLR & CLG PLANS

(E) STRUCTURE

(E) OVERFLOW DRAIN PIPE REF PLUMBING

13

ROOF HATCH AT PLYWOOD DECK

1" = 1'-0"

10

1 1/2" = 1'-0"

10 A10.40

3' - 0" x 2' - 6"

ROOFING ASSEMBLY. REFER TO 1/A10.40

NAILER

(E) ROOF STRUCTURE

SEALANT

6"

1" CLEAR AT 1" CLEAR AT ELEVATOR, TYP. COLUMNS, TYP.

12"

PLYWOOD SHEATHING

2 - 1/2" LAG SCREWS

(E) DECK SCUPPER OPENING WHERE OCCURS AT CURB

3/4" SQ. VERTICAL STEEL BAR SUPPORTS AT 9 1/2" O.C. C.L. TO C.L. MAX. - WELD TO HORIZONTAL RAILING.

1

PLAN SECTION

1

(E) EXPANSION JOINT AT CONC. DECK

DRILL HOLES FOR 3/4" RODS & WELD ALL AROUND

3/16"

PARTIAL ELEVATION SCALE: 1/4" = 1' - 0"

(E) EXTERIOR PLASTER

3/8" x 4" VETICALS

FLOOR LINE

2

TYP.

(E) BUILDING FLOOR LINE BEYOND

COPING AT PARAPET WALLS WHERE CEILING OCCURS

03-119136

APPL FLS

SSS

DATE

File No.: 19-H52

TAPERED INSULATION 1 1/2" RIGID ISULATION MIN. OVER PLYWOOD SHEATHING

LADDER AND ALL CONNECTIONS TO BE PAINTED. REMOVE ALL SHARP EDGES. ALL WELDING TO BE GROUND SMOOTH.

1/2" PLYWOOD SHEATHING

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION 6d FASTENER Sheet Title:

(E) DECK 12"

(E) 2X3 HORIZONTAL (TYP.)

(E) FLOOR LINE

ROOF DETAILS

(E) WATERPROOFING MEMBRANE (E) DECK DRAIN WHERE OCCURS

(E) STEEL DECKING

ELEVATION RAILING DETAIL SCALE: 1" = 1' - 0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ACS

(E) HORIZONTAL SEPARATION SCREED TYPE #17 BY SUPERIOR OR EQ. TYP. RAILING NOTES: 1. ALL EXPOSED STEEL SHALL BE GALVANIZED AND PAINTED TO MATCH EXISTING. 2. ALL CONNECTIONS SHALL BE WELDED AND GROUND SMOOTH. 3. ALL SHARP EDGES AND CORNERS SHALL BE REMOVED. 4. ALL EXPOSED ENDS OF HORIZONTAL RAILING SHALL HAVE CLOSURE PLATES. ALL CORNER JUNCTIONS SHALL BE MITRED AND WELDED. 5. SUBMIT SHOP DRAWINGS FOR ALL RAILINGS, EXPANSION JOINTS, CONNECTIONS, ETC., TO THE ARCHITECT FOR APPROVAL BEFORE FABRICATION.

2

Agency Approval:

6" = 1'-0"

NOTE: VERIFY LADDER LENGTHS REQUIRED AT JOB SITE. 12"

6"

(E) COLUMN

3"

BUILDING FLOOR LINE BEYOND

12" 18"

4"

MODULAR ELEVATOR

3/8" x 4" BENT STEEL PLATE

12"

1

3' - 6"

9' - 4 1/2"

TS 4"x2"x3/16" VERTICAL SUPPORTS AT 12' - 0" O.C. MAX. - SEE EXTERIOR ELEVATION FOR SUPPORT LOCATIONS AND SPACING

WELD

4"

C.L. VERT. SUPPORTS

(E) PARAPET WALL

10"

1/2" LAG SCREWS

4 BRACKETS AT EQUAL SPACES

4"

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

SINGLE PLY ROOFING MEMBRANE

(E) EXTERIOR PLASTIC ASSEMBLY

5/8" GYP. BOARD

TYP.

TS 4"x2"x3/16" CONTINUOUS HORIZONTAL TUBE

SEALANT

12"

PARTIAL PLAN

(E) COLUMN

EXTEND ROOFING MEMBRANE UNDER COPING

PAINTED 24 6A SHEET METAL COPING

FASTENER

2x BLOCKING AS REQ'D.

3' - 10"

3

1" = 1'-0"

4" MAX. TYP. SEE PC DRAWINGS

RAILING RETURN

9 1/2" (+0", -1/2")

ROOF CRICKET

3" = 1'-0"

(E) EXPANSION JOINT, TYP.

MODULAR ELEVATOR

7

HOT AIR WELD

(E) CONCRETE DECK

(E) CONC. CURB

5/8" GYP. BOARD ACOUSTIC TILE 2x3 STRIPING @ 16" o/c HEAVY DUTY FOIL INSULATION (TYP.)

(E) RAIN WATER LEADER REF PLUMBING

ROOF / OVERFLOW DRAIN AT PLYWOOD DECK

(E) COLUMN

EQ

3 2 ' -0 "

(E) SEE STRUCT.

(E) DECK

2x NAILER AS NEEDED. REFER TO STRUCTURAL DRAWINGS.

2

1

BATT INSULATION

(E) ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.

DSA SUBMITTAL Date:

HAND RAIL DETAIL

12 1" = 1'-0"

LADDER AND ROOF HATCH

6

3/4" = 1'-0"

TYPICAL ROOFING ASSEMBLY

1

3" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.40

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly. (1) #8 FHWS w/ FINISH WASHER @ EA. CORNER 21"

CABINET. EACH MODULE ANCHORED TO FLOOR

WALL ASSEMBLY

11"

34" TYP. 7"

3"

10 A10.60

4" U.N.O.

U.N.O.

9 . 02 - 24- 1 R OF CA L I F O

No.

Issued

Date

No.

Issued

Date

1" = 1'-0"

BASE MODULAR CABINET w/ SHELVING BRACKET w/ SLOTS @ 1 1/4" AND ADJUSTABLE SHELVING UNITS. SEE NOTE 1

SEAL ALL AROUND

1" U.N.O.

Keynotes: 1"

SEE ELEVATIONS

EN

ISSUE:

5

COUNTER MOUNTED UTILITY SINK

6" = 1'-0"

1" EPOXY RESIN COUNTER

24"

8

CABINET CONNECTION

TE

IA

3" SEE ELEVATIONS SEE ELEVATIONS

2" x 2" x 10 GA. ANGLE. SEE NOTE 2

2 A10.60

1"

PLAN VIEW

FINISH FLOOR COLUMN WHERE OCCURS 3"

7"

SEAL ALL AROUND

1"

COLUMN WHERE OCCURS

6"

4"

P. LAM. DOOR W/ P.LAM. EDGE BANDING

FINISH FLOOR

11/16" THICK SUBSTRATE OVERLAID W/THERMOFUSED MELAMINE LAMINATE AT BOTH SIDES TO MATCH CABINET INTERIOR COLOR

BLK. EPOXY TO MATCH COUNTER TOP 3"

14

3/4" = 1'-0"

NOTES: 1. NO SHARP OR ABRASIVE ELEMENTS TO BE IN KNEE SPACE

SIDE VIEW

TYPICAL WALL BACKING

17

PLAN VIEW

SEAL ALL AROUND

SEE PLAN

CASEWORK AT ICE MAKER

PLAN

SEE

7"

10 A10.60

NOTE: 1. EXTEND BCK'G PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR ACCESSORY TYP 2. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE FASTENING TYP 3. ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED TO STUDS TYP 4. FOR ADDITIONAL BACKING INFORMATION, REFER TO 2/S1.3

1 1/2" = 1'-0"

4"

.020" BACKING SHEET AT UNDERSIDE OF COUNTERTOP AND BACKSIDE OF BACKSPLASH

4

7"

1"

EPOXY BACK SPLASH @ COLUMN FLUSH TO WALL

NO CABINET DOOR

3/4" = 1'-0"

FRONT VIEW

1"

2"

3"

SIDE VIEW

3"

FINISH FLOOR

3"

3"

11

1" THICK SOLID SURFACE COUNTERTOP

NOTES: 1. EACH UPPER MODULE SHALL BE ATTACHED TO THE ADJACENT UNIT WITH A MINIMUM OF (3) EACH #10 x 1 1/4" COUNTER SUNK WOOD SCREWS AT TOP, CENTER, AND BOTTOM. 2. ATTACH ANGLE TO METAL STUD WALL WITH #10 TEK SCREW 24" O.C., BACKING PER A1/A10.61. ATTACH ANGLE TO CONCRETE / MASONRY WALLS WITH 3/8" DIAMETER HILTI-KBII 32" O.C. AND 6" FROM ENDS. 3. WHERE OPEN SHELVING OCCURS, PROVIDE 2" x 3MM SAFETY EDGE HOT MELTED TO SHELF EDGE AT EACH SHELF.

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING w/ 3 #10 PAN HEAD SMS. SEE 17/ A10.60

TYP

8 A10.60

EPOXY RESIN COUNTERTOP

4"

2" x 2" x 10 GA. ANGLE. SEE NOTE 2

22"

16 "

LABORATORY CASEWORK BASE & UPPER CABINETS

BASE MODULAR CABINET w/ SHELVING BRACKET w/ SLOTS @ 1 1/4" AND ADJUSTABLE SHELVING UNITS. SEE NOTE 1

1" TYP.

SEE ELEVATIONS

STL PLATE FASTEN FLUSH TO STUDS. ALL BACKING TO SPAN MIN THREE STUDS. REFER TO 2/S1.3 FOR FURTHER INFORMATION

2X SUPPORT ON EA. SIDE OF ICE MAKER, REFER TO ELEVATIONS FOR LOCATION

GOGGLE SANITATION CABINET

48" MAX.

24"

GREY EPOXY TO MATCH COUNTER TOP

27" CLEAR

1" EPOXY RESIN COUNTER

U.N.O. NOTES: 1. EACH UPPER MODULE SHALL BE ATTACHED TO THE ADJACENT UNIT WITH A MINIMUM OF (3) EACH #10 x 1 1/4" COUNTER SUNK WOOD SCREWS AT TOP, CENTER, AND BOTTOM. 2. ATTACH ANGLE TO METAL STUD WALL WITH #10 TEK SCREW 24" O.C., BACKING PER A1/A10.61. ATTACH ANGLE TO CONCRETE / MASONRY WALLS WITH 3/8" DIAMETER HILTI-KBII 32" O.C. AND 6" FROM ENDS. 3. WHERE OPEN SHELVING OCCURS, PROVIDE 2" x 3MM SAFETY EDGE HOT MELTED TO SHELF EDGE AT EACH SHELF.

9"

ANCHOR BOLTS, SEE 14/A10.60 FOR LOCATION

SEAL ALL AROUND

3"

4" U.N.O.

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING w/ 3 #10 PAN HEAD SMS. SEE

22"

3"

ALL TOILET ACCESSORIES, FIRE EXTINGUISHER CABINET, WALL MOUNTED TELEPHONE OUTLET, WALL MOUNTED DOOR STOP, WINDOW BLIND AND AS SHOWN

1"

TO DOOR HANDLE

DRAIN PIPE & WATER SUPPLY PIPE

34"

TYPE 2

1/4"

16 "U .N .O .

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

UTILITY OUTLET WHERE OCCURS

25 GA STUD

16 "

EMBED

UTILITY OUTLET WHERE OCCURS

ICE MACHINE, SEE SPECS

3551005000

8 A10.60

FINISH FLOOR

16 "U .N .O .

1 1/2" = 1'-0"

3"

A

15

1"

R

UPPER CABINET WHERE OCCURS w/ SHELVING BRACKET w/ SLOTS @ 1 1/4" AND ADJUSTABLE SHELVING UNITS. SEE NOTE 1 & 3

A RC H SED IT N E R R ICHA R E PH

ST

ICE MAKER ANCHOR BOLTING PLAN

WALL BASE & F.F. MATERIAL REF. TO FINISH SCHEDULE

T E C AYLOR T D

DRAIN PAN

10 A10.60

2' - 10"

16 1/2"

12 1/2"

#14 FHWS EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING w/ (3) # 10 PAN HEAD SMS. SEE 17/ A10.60 2X BLOCKING UNDER COUNTER

STL STUD NOTCHED AND FASTEN FLUSH TO STUDS. ALL BACKING TO SPAN MIN THREE STUDS. REFER TO 2/S1.3 FOR FURTHER INFORMATION

11" DEEP EPOXY DROP-IN SINK

N

1/2"

LI C CHR I STO

1/2"

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING W/ (3) #10 PAN HEAD SMS. SEE DETAIL 17/ A10.60

4"

2x4 SLEEPER w/ 1/4" Ø CONC. EXPANSION ANCHORS TO FLOOR SLAB 30" O.C.

20 GA STUD

BASE CABINET, WALL HUNG CABINET, SHELVES, LAVATORY, GRAB BAR, ELECTRICAL PANEL, TELEVISION, SURFACE MOUNTED LIGHT FIXTURE AND AS SHOWN

4" EPOXY RESIN BACK SPLASH 4" U.N.O.

20"

TYPE 1

8" GOOSENECK FAUCET

COUNTERTOP EDGE

1 1/2" = 1'-0"

10

ACCESSIBLE GOGGLE SANITATION CABINET

6" = 1'-0"

7

FRONT VIEW

EPOXY BACK SPLASH @ COLUMN

1" = 1'-0"

3

1 1/2" = 1'-0"

METAL STUD WALL

LINE OF UPPER CASEWORK

CABINET DOOR/DRAWER 5/8" GYPSUM BOARD, TYP.

TERMINATE RETURN PANEL AT WALL JOINT

4"

#10 FLAT HEAD SMS AT CASEWORK @ 16" O.C. MAX, TYP.

WALL FRAMING

#10x3-1/2" COUNTERSUNK FLAT HEAD WOOD SCREWS AT 1'-0" O.C. AND 6" MAX. FROM EACH END.

SOLID WOOD SHIM CABINET BOTTOM

WALL ASSEMBLY UPPER CABINET

PA N EL

BASE AS SCHEDULED

CABINET DOOR WHERE OCCURS

24"

@12 F.H.W.S. @ 2'-4" O.C.

U.N.O.

SHELVING BRACKET w/ SLOTS @ 1 1/4" AND ADJUSTABLE SHELVING UNITS

3"

MTL STUD WALL FRAMING, TYP

R ET U R N

4"

FILLER PANEL, DIMENSION VARIES SEE ELEVATION

A

24" MAX. REACH

ACS

CL

7"

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING w/ 3 #10 PAN HEAD SMS. SEE 17/ A10.60

#14 FHWS

9"

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

WALL BASE & F.F. MATERIAL REF. TO FINISH PLANS

27" CLEAR

34" 4"

R

ET UR N

2x4 SLEEPER w/ 1/4" Ø CONC. EXPANSION ANCHORS TO FLOOR SLAB 30" O.C.

BUILDING 500 - MODERNIZATION

Sheet Title:

TYPICAL CASEWORK DETAILS

FINISH FLOOR NO CABINET DOOR

7"

6"

SSS

Facility:

10 A10.60

7"

FLS

File No.: 19-H52

ROLLED EDGE AT ALL SINK MODULES

EACH CABINET MODULE TO BE ANCHORED TOP, MIDDLE, & BOTTOM TO BACKING w/ (3) #10 PAN HEAD SMS. SEE 17/ A10.60

0' - 7"

PA NE L

7"

03-119136

DATE

ACCESSIBLE SINK SEE PLUMBING

FINISH FLOOR

4"

NOTES: 1. EACH MODULE SHALL BE ATTACHED TO THE ADJACENT UNIT WITH A MINIMUM OF (3) EACH #10 x 1 1/4" COUNTER SUNK WOODE SCREWS AT TOP, CENTER, AND BOTTOM

FILLER PANEL, DIMENSION VARIES SEE ELEVATION

BACKING AT LOWER & UPPER CASEWORK

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

RADIUS

ROOM BASE

NOTES: 1. WALL FRAMING PER WALL TYPE, SEE PLAN 2. WALL STUD FLANGES ARE TO BE CONTINUOUS FROM FLOOR TO DECK ABOVE. 3. ANCHOR BACKING PLATES TO SPAN ACROSS (3) STUDS MINIMUM. 4. FOR ADDITIONAL BACKING INFORMATION, REFER TO 2/S1.3

2

Agency Approval:

APPL

TERMINATE RETURN PANEL AT WALL JOINT

FIN FLR

2x4 PTDF NAILER W/ 3/8" DIAM. 'HILTI' KB TZ (ICC ESR-1917) EXPANSION ANCHOR, 2" MIN. EMBEDMENT, @ 18" O.C. MAX (MIN. 2 PER CABINET) TYP. FRONT AND BACK

3" = 1'-0"

4" U.N.O.

BASE CABINET

34"

METAL STUD WALL

B

FRONT

BASE CABINET AT FLOOR

4"

3" = 1'-0"

4"

LINE OF LOWER CASEWORK

13

7'-0" STANDARD CABINET HEIGHT

PERIMETER CASEWORK FILLER PANEL RETURN 2

7' - 2"

MTL BACKING, TYP., SEE STRUCT DWGS

BACK

16

1" = 1'-0"

PERIMETER CASEWORK FILLER PANEL RETURN

12

3" = 1'-0"

LABORATORY FULL HEIGHT CABINET

9

3/4" = 1'-0"

DSA SUBMITTAL

NOTES: 1. INSULATE HOT WATER AND DRAIN PIPES 2. NO SHARP OR ABRASIVE ELEMENTS TO BE IN KNEE SPACE

DISABLED PERSONS COUNTER SINK

Date:

6

1" = 1'-0"

ISLAND UTILITY CHASE CONNECTION

1

3" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.60

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

MONITOR ARM CPU HOLDER KEYBOARD TRAY

EPOXY RESIN SINK 6" DEEP x 15" x 18" RUBBER BASE

24 5/8"

7"

(1) 125 VOLT DUPLEX RECEPTACLE, (1) DATA OUTLET

FINISH CEILING

7"

27" CLR.

RUBBER BASE

4"

4"

LI C CHR I STO

9"

8"

3551005000

T E C AYLOR T D

ANCHORED TOP & BOTTOM TO BACKING W/ (3) #10 PAN HEAD SMS. SEE 17/ A10.60

A RC H SED IT N E R R ICHA R E PH

NO. C-19759

EN

N

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: No. W/ SASH UP

103" MIN. CLEARANCE

94" OVERALL HEIGHT

33" SASH OPENING

82"

TE

A

1D - SECTION

8 A10.60

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

GAS / VACUUM FITTINGS, SEE PLUMBING DRAWINGS

1C - SECTION

ST

8 A10.60

IA

7"

Issued

Date

No.

Issued

Date

24" MAX. LC3 AT ADA STATIONS

OPEN SHELVING

LC1

RUBBER BASE

RB1

TOE / KNEE CLEARANCE AT ADA STATIONS UTILITY CHASE

CLR.

RUBBER BASE 6" MIN.

4"

8"

8" MIN.

27" MIN.

34" MAX

ANCHORED TOP & BOTTOM TO BACKING W/ (3) #10 PAN HEAD SMS. SEE 17/ A10.60

T.O. WORK SURFACE

Keynotes:

22" 33 1/4"

17" MIN. 8 A10.60

8 A10.60

2C - SECTION

3B - SECTION

OBLIQUE VIEW

OBLIQUE VIEW

1B - ELEVATION FINISH CEILING LC3 LC1

SASH IN UPWARD POSITION

DUPLEX RJ45 DATA JACK

METAL PANEL TO FINISH CEILING

ROD ASSEMBLY RB1

120 VAC GFI DUPLEX RECEPTACLE

LC3

WATER MIXING FAUCET W/ VB GOOSENECK

LC1

RUBBER BASE

RB1

120 VOLT, GFI, 20 AMP, GROUND FAULT PROTECTED, SINGLE DUPLEX RECEPTACLE

LC1 RB1

34" MAXIMUM

LIGHT SWITCH, 120/240 VOLT AC, 20 AMP

31"

LC1

ADA STATIONS

34" MAX. T.O. WORK SURFACE

12"

STANDARD STATIONS

154 B

36" MAX T.O. WORK SURFACE

32 3/4"

KNEE CLEARANCE 30" MIN. WIDE 27" MIN. HIGH 19" MIN. DEEP

CASEWORK HEIGHT

RB1

TYP.

LC3

OBLIQUE VIEW

OBLIQUE VIEW

1A - ELEVATION

3A - ELEVATION

1" EPOXY RESIN COUNTERTOP

2A - ELEVATION

3B

ROD SOCKETS

CASEWORK ANCHOR. SEE 8/ A10.60

CASEWORK ANCHOR. SEE 8/ A10.60

A10.61

160 3/4"

ADA CLEAR FLOOR SPACE, WHERE OCCURS

2C

3A 24"

ADA CLEAR FLOOR SPACE 24"

PIPE SPACE WITHIN BASE CABINET

9"

6" x 3" CUPSINK

CASEWORK ANCHOR, SEE 8/ A10.60

1B

MONITOR ARM

19 1 /2"

1D

90 DEGREE DOUBLE OUTLET GAS FITTING

A10.61

2A

1C

CASEWORK ANCHOR, SEE 8/ A10.60

38

A10.61

2 1/

"

46

3/

4"

27 1/16" 33 1/4"

ACS

ADA CLEAR FLOOR SPACE

File No.: 19-H52

8"X8" UTILITY SLAB OPENING

Facility:

DATE

2" 1/

CASEWORK ANCHOR. SEE 8/ A10.60 INSTA-HOT WATER HEATER, SEE PLUMBING DRAWINGS

132"

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

LAB STATION CASEWORK DETAILS

CASEWORK ANCHOR, SEE 8/ A10.60

36"

PLAN

ACCESSIBLE FUME HOOD

29

21 1/2"

12 3/16"

26"

MOUSE PLATFORM

2B

SSS

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

57 7/8"

CASEWORK ANCHOR, SEE 8/ A10.60

KEYBOARD TRAY 2" 5"

FLS

48"

" 3/4

3 3/4"

27

PIPE SPACE BELOW WORK TOP

03-119136

APPL

1A 11 9/16"

20"

CASEWORK ANCHOR, SEE 8/ A10.60

2C

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1" EPOXY RESIN COUNTERTOP

120 VOLT DUPLEX

CL

Agency Approval:

EPOXY RESIN SINK 6" DEEP x 15" x 18"

EPOXY RESIN SINK (10" DEEP x 17" x 21")

5 1/4"

11 1/2"

21

5/8"

8"X15" SLAB OPENING

VERTICAL PLUMBING SPACE ABOVE WORK TOP

8"

48 1/4"

1" EPOXY RESIN COUNTERTOP

EPOXY RESIN COUNTERTOP

A10.61

4 15/16" x 19 15/16" O.D. DUCT COLLAR

TYP.

2B - ELEVATION

SERVICE FITTINGS

86 9/32"

3

3/4" = 1'-0"

PLAN BIOLOGY STUDENT LAB STATION

1E/ A8.11

NOTE: SLAB OPENING VARIES PER LAB STATION. SEE DEMO PLANS FOR EXACT LOCATIONS

2

3/4" = 1'-0"

DSA SUBMITTAL

PLAN

Date:

BIO INSTRUCTOR STATION

1

3/4" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.61

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

9 . 02 - 24- 1 R OF CA L I F O

N

TE

A

1" THICK EPOXY RESIN COUNTERTOP

EN

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

ROD ASSEMBLY

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

2"

Issued

Date

No.

Issued

Date

REFER TO PLUMBING DRAWINGS FOR UTILITY ROUTING DIAGRAMS SLANTED PANEL

Keynotes:

FINISH FLOOR REFER TO DEMO PLANS FOR SLAB OPENING LOCATION

2C - SECTION

7"

VACUUM / GAS / AIR FITTINGS

7"

22"

WALL ASSEMBLY

U.N.O.

CABINET DOOR WHERE OCCURS

4"

9"

SHELVING BRACKET w/ SLOTS @ 1 1/4" AND ADJUSTABLE SHELVING UNITS

8 A10.60

5"

7"

2B - SECTION

UPRIGHT RODS COLD WATER FITTING

LC1

NOTES: 1. EACH MODULE SHALL BE ATTACHED TO THE ADJACENT UNIT WITH A MINIMUM OF (3) EACH #10 x 1 1/4" COUNTER SUNK WOODE SCREWS AT TOP, CENTER, AND BOTTOM

RB1

17" MIN.

ADA STATIONS

UTILITY CHASE

FINISH FLOOR TYP.

34" MAXIMUM

LC3

25 1/2"

6" MIN.

4"

0' - 7"

FINISH FLOOR

CLR.

1" THICK EPOXY RESIN COUNTERTOP

34" MAX. T.O. WORK SURFACE

ROD ASSEMBLY

STANDARD STATIONS

8" MIN.

27" MIN.

EACH CABINET MODULE TO BE ANCHORED TOP, MIDDLE, & BOTTOM TO BACKING w/ (3) #10 PAN HEAD SMS. SEE 17/ A10.60

36" MAX. T.O. WORK SURFACE

GAS / VACUUM FITTING

CL

21 1/2" ADA STATIONS

1 A10.60

24"

1 A10.60

REGULAR STATIONS

4A - SECTION

1A - SECTION

FINISH FLOOR

2A - ELEVATION

4A A10.62

EPOXY RESIN COUNTERTOP & SINK (4 3/4"H x 8"W x 35"L)

8' - 0"

Agency Approval:

CASEWORK ANCHOR. SEE 8/ A10.60

1' - 6 1/2"

(2) 125 VOLT DUPLEX RECEPTACLES

A10.62

ACS

2"

Project: 2"

1/

3' - 0"

5"X12" SLAB OPENING BEOW, LOCATION VARIES. SEE DEMO PLANS.

2A

3' - 0"

BUILDING 500 - MODERNIZATION 125 VOLT GFI DUPLEX RECEPTACLE Sheet Title:

LAB STATION CASEWORK DETAILS 21 1/2"

DSA SUBMITTAL

ADA STATIONS

PLAN

24" REGULAR STATIONS

PLAN

Date:

TEACHER PERSONAL CABINET / CHROME BOOK CHARGING CABINET

SSS

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

CASEWORK ANCHOR. SEE 8/ A10.60

1/

1' - 8"

FLS

A10.62

Facility:

LC2 RB1

1A

DATE

66

3' - 0"

03-119136

File No.: 19-H52

66

CASEWORK ANCHOR. SEE 8/ A10.60

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT APPL

2' - 6"

1' - 8 1/2"

24"

125 VOLT GFI DUPLEX

2C

ADA CLEAR FLOOR SPACE, WHERE OCCURS

CASEWORK ANCHOR. SEE 8/ A10.60

55 1/2"

CASEWORK ANCHOR. SEE 8/ A10.60

ROD SOCKET, TYP.

ADA STATIONS

EPOXY RESIN COUNTERTOP AND SINK (6"H x 15"W x 18"L)

21 1/2"

A10.62

CASEWORK ANCHOR. SEE 8/ A10.60

125 VOLT GFI DUPLEX RECEPTACLE

VACUUM / GAS / AIR FITTINGS

REGULAR STATIONS

2B

ROD SOCKETS

SINGLE/DOUBLE DUPLEX WALL MOUNTED RECEPTACLE. REFER TO ELECTRICAL DRAWINGS.

55 1/2"

CASEWORK ANCHOR. SEE 8/ A10.60

6"X14" SLAB OPENING BELOW, LOCATION VARIES. SEE DEMO PLANS

7' - 0"

7'-0" STANDARD CABINET HEIGHT

27" CLR.

3"

RUBBER BASE

4

3/4" = 1'-0"

CHEMISTRY / PHYSICS INSTRUCTOR STATION

2

3/4" = 1'-0"

CHEMISTRY STUDENT LAB STATION

1

3/4" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.62

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

TYP BLOCKING @ TOP & BOTTOM

METAL STUD WALL ASSEMBLY

CONT ALUM FRAME W/ CONCEALED HANGER 2" HANGER CLIPS, SCREW TO BLOCKING 2" PENETRATION, TYP.

2" MIN.

Keynotes:

#10 SMS 16" OC MAX @STUD WALL

BACKER BOARD CERAMIC TILE MIRROR, CHECK SPEC. FOR TYPE 40" A.F.F. U.O.N. BTTM. OF REFLECTIVE SURFACE SS MIRROR FRAME

MIRROR MOUNT

3

3" = 1'-0"

NOTE: ALL SCREWS MUST BE INTO 10 GA PLATE

10 GA STL PL

18"

SECTION

1/2 - 5

MIN 16 GA MTL STUDS

A

STL PLATE 5" x 10 GA (3) 1/4" SMS FROM MOUNTING KIT

600T200 - 16 GA

A

NOTE: FIXTURES SHALL BE FULLY RECESSED OR SEMI-RECESSED WITH A MAX. 3" 36" MAX PROJECTION 36" MAX 1' - 0" MAX.

12 7/32"

9/ 16 " ø

GRAB BAR BACKING

LAVATORY

NOTE: PROVIDE MIN. 30" X 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" A.F.F.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52

34" MAX.

29" MIN.

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

MIRROR/ SOAP DISPENSER

9"

HAND DRYER

Facility:

27" MIN.

NOTE: HEIGHT SHALL BE 3'-4" MAX. IF MOUNTED ABOVE A LAVATORY. OTHERWISE, HEIGHT SHALL NOT EXCEED 2'-11" MAX.

NOTE: PROVIDE MIN. 30" X 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" A.F.F.

Sheet Title:

6"

SANITARY NAPKIN DISPOSAL & VENDING

ACCESSIBLE MOUNTING HEIGHTS

8"

RESTROOM DETAILS

MIN. 17" MIN.

NOTES: 1. KNEE AND TOE SPACE (SHADED AREA) SHALL BE PROVIDED AS REQUIRED BY C.B.C. TABLE 1115B-1. HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. 2. SHADED AREA IS THE ACCESSIBLE CLEAR SPACE. 3. SINK DEPTH 6" MAX.

3' - 4" MAX.

3' - 4" MAX.

2

Agency Approval:

6" = 1'-0"

NOTE: PROVIDE MIN. 30" X 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" A.F.F.

MAX.

WASTE RECEPTACLE

1

T&B OF TRACK EA END

MIN.

0' - 9"

CLR.

2' - 3" MIN.

2' - 5" MIN.

2' - 10" MAX.

URINAL

1/8"

MIN.

NOTE: PROVIDE MIN. 30" X 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" A.F.F.

HANDRAIL/GRAB BAR

KNEE CLEARANCE

NOTE: PROVIDE BLOCKOUT FOR FIXTURE WHERE CONCRETE CURB OCCURS

PAPER TOWEL DISPENSER

T&B OF TRACK EA END

WHEN NOT OVER SINK

3' - 4" MAX.

NOTE: PROVIDE MIN. 30" X 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" A.F.F.

D.P. URINAL

3/8" PIPE SLEEVE (TYP)

35" MAX

D.P. TOILET/ GRAB BARS

STANDARD ACCESSIBLE URINAL URINAL

8" MIN.

3' - 4" MAX.

36" MAX

1' - 5" MAX.

2' - 0" MIN.

T O N

3' - 8" MAX.

1' - 0" MAX.

NOTE: DRAIN AND HOT WATER PIPING SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY. 1' - 6" MIN. 1' - 5" MIN.

URINAL SCREEN WHERE OCCURS 1' - 2" MIN. 2'-1" MAX TO CONTROLS

3' - 4" MAX.

12" MIN.

1' - 5" MIN. 1' - 7" MAX.

1' - 6" TO F.O.F.

2' - 9".

24" MIN

30" MIN CLR

GYP BD

TOILET

D E S U

EQ EQ

2' - 0".

3' - 6" MIN.

3' - 0" MIN.

1' - 5".

TOILET TISSUE DISPENSER

NOTES: 1. FLUSH VALVE TO BE LOCATED TO THE WIDE SIDE OF COMPARTMENT. 2. GRAB BAR MOUNTING/ BACKING PER DETAIL G3/54" MIN

6" MAX.

REGULAR TOILET

SANITARY NAPKIN DISPOSAL AND TISSUE DISPENSER

CLR.

REGULAR DISPENSER

TO VALVE

SEAT COVER DISP.

1' - 7" MIN.

1' - 7" MIN.

3' - 4" MAX.

1'-0" MAX.

4

1/2" = 1'-0"

DSA SUBMITTAL Date:

ADA SINK KNEE CLEARANCES

1

3/4" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.70

SIGN TO BE CONTRASTING COLOR FROM DOOR COLOR.

1" RADIUS CORNER. TYP.

1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 mm) MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE (SEE NOTE 5 BELOW). 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 mm) AND A MAXIMUM OF 2 INCHES (51 mm) HIGH. 3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. CBC 11B-703.5.1

SEE NOTE #4

4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1.1:1 AND A STROKE WIDTH TO HEIGHT RATION OF BETWEEN 1:5 AND 1:10 CBC 11B-703.5.4

SEE FLOOR PLANS FOR LOCATIONS

3.

MUST HAVE RAISED 5-POINT STAR LOCATED TO THE LEFT OF THE EXIT DISCHARGE LEVELS (SAME HEIGHT AS RAISED CHARACTER)

3551005000

TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH TO HEIGHT PROPORTIONS:

SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MIN. ABOVE F.F., MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAX. ABOVE F.F., MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CBC 11B-216

ACCESSIBILITY SIGN PER DETAIL G1/A10.01(WHERE OCCURS, SEE DOOR SCHEDULE) 1" MIN HIGH LETTERS IN CAPS. COLOR: WHITE

6"

CLASSROOM

1:5 20% STROKE WIDTH

EN

9 . 02 - 24- 1 R OF CA L I F O

BRAILLE CELL INTER CELL SPACING = .20"

Issued

Date

No.

Issued

Date

1:10 10%

5. BRAILLE: CONTRACTED CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 mm) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 mm) SPACE BETWEEN CELLS, MEASURED M THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 mm) ABOVE THE BACKGROUND. (SEE CBC 11B-703.3.1 AND FOR MORE INFO.)

CONTRACTED GRADE II BRAILLE FOR STANDARDS, SEE A1 & E1/A10.01

6"

No.

3:5 60%

1.1:1 110% CHARACTER WIDTH

1 1/2" = 1'-0"

9"

NO. C-19759

ISSUE:

8

FIRE SPRINKLER RISER INSIDE SIGN

TE

A

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

R

4.

A RC H SED IT N E R R ICHA R E PH

IA

2.

ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A TYPE TO TEST, BEGIN BY PRINTING THE LETTERS I, X, AND 0 AT 1 INCH HIGH. PLACE THE TEMPLATES 1.1:1 SQUARE OVER THE X OR 0, WHICHEVER IS NARROWER. IF THE CHARACTER IS NOT WIDER THAN 1 INCH, NOR NARROWER THAN THE 3:5 RECTANGLE, THE PROPORTIONS ARE CORRECT. USE THE 1:5 RECTANGLE TO DETERMINE IF THE STROKE OF THE I IS TOO BROAD, AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. IF THE TESTS ARE PASSED, THE TYPESTYLE IS COMPLIANT WITH PROPORTION CODE (SEE E1/-- FOR TEMPLATES).

T E C AYLOR T D

SIGN MATERIAL SHALL BE 1/8" THICK ACRYLIC PLASTIC W/ 1/32" RAISED BORDER, GRAPHIC AND LETTERS. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. COMPLY W/ ARTICLE 4.30 & A4.30 OF ADAAG.

ST

1.

N

NOTES:

LI C CHR I STO

0' - 10"

FIRE SPRINKLER RISER INSIDE

FASTEN SIGN TO DOOR WITH #8 SCREWS AND ANCHOR ONE AT EACH CORNER. (VANDAL RESISTANT)

SIGNAGE HT.

TO IDENTIFY ROOM SIGN TEXT SEE FLOOR PLAN

0' - 2"

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

Keynotes:

BRAILLE CELL DOT

NOTES: 1. SIGN MATERIAL TO BE 1/8" THICK ACRYLIC PLASTIC, WITH 1/32" RAISED BORDER, GRAPHICS, AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. 2. PROVIDE ONE SIGN WHERE INDICATED ON SCHEDULE AND FLOOR PLANS. ALL SIGNED DOORS TO RECEIVE BRAILLE ROOM IDENTIFICATION.

ROUNDED DOT (ACCEPTIBLE) SQUARE DOT (IS NOT ACCEPTIBLE)

INTER CELL SPACING WITHIN A CELL=.10" (VERTICAL OR HORIZONTAL)

3. WHERE SIGNAGE IS INSTALLED ON GLASS PROVIDE BLANK SIGNAGE ON OPPOSITE SIDE BEING EQUAL SIZE AND COLOR TO MASK ADHESIVE. PROVIDE ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS, EACH DISTINCT AND SEPERATE. DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE NOT READABLE FOR MANY BRAILLE USERS.

4. FOR MOUNTING LOCATION, SEE PLANS OR ELEVATIONS, WHERE APPLICABLE.

7

TACTILE ROOM IDENTIFICATION

4

CHARACTER & BRAILLE STANDARDS

N.T.S.

3" = 1'-0"

18"

CLR.

18"

NOTES:

18" 18"

CLR.

PROVIDE 90° DOOR INHIBITOR

CLR. 4" MIN / 12" MAX

ACCESSIBLE ROOM SIGN SEE NOTES

EQ

2. REFER TO 5/A10.80 FOR RESTROOM SIGNAGE. SIGNS SHALL BE INSTALLED CENTERED ON THE DOOR. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. THE COLOR AND CONTRAST OF THE SIGN SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR.

ELECTRICAL ROOM 1265

ELECTRICAL ROOM

ELECTRICAL ROOM

1265

60"

Bottom of Lowest Braille Cells

1265

3. REFER TO 7/A10.80 FOR ROOM SIGNAGE INFORMATION. IF SIGN IS MOUNTED TO GLAZING, SEE DETAIL 9/A10.80 FOR MORE INFO. 4. REFER TO 1/A10.80 FOR EXIT SIGNAGE

60" MAX.

EQ

Bottom of Highest Line of Raised Char.

36"

48" MIN.

1. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. FOR PAIRS OF DOORS WHERE DOOR SWING IS LIMITED TO 90 DEGREE MOUNT SIGN 9" FROM EDGE OF DOOR. FOR PAIRS OF DOORS WHERE DOOR SWING EXCEEDS 90 DEGREES MOUNT SIGN DOOR WIDTH PLUS 9" FROM EDGE OF DOOR.

4" MIN. / 12" MAX.

CENTERED ON TACTILE CHAR.

CLR.

4" MIN / 12" MAX

GEOMETRIC ACCESSIBLE DOOR SIGN

DOOR SIGNAGE LOCATIONS

3

1/4" = 1'-0"

WHITE EMBLEM 8" MIN

GLAZING SAME HEIGHT, WIDTH, CORNER RADIUSES MIRROR BACK TO BACK

BLUE FIELD COLOR SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595b. NOTES 6".

MAXIMUM OCCUPANT LOAD No.

4" MIN

BLANK PLATE / SIGNAGE, AS OCCURS. PROVIDE BLANK IF NO SIGNAGE OCCURS. MOUNTED WITH CLEAR ADHESIVE SILICONE

FASTEN SIGN TO EXISTING WALL WITH #8 SCREWS AND ANCHOR. ONE AT EACH CORNER.

1. GRID LINES ARE SHOWN FOR PROPORTION ONLY AND ARE NOT TO APPEAR AS PART OF SYMBOL.

ALIGN EACH END, TYP.

2. SIGNAGE SHALL COMPLY WITH SECTION 1117B.B.5.1 CALIFORNIA BUILDING CODE.

1" RADIUS CORNER TYP.

SIGN TO BE CONTRASTING COLOR FROM ADJACENT WALL COLOR

3. SIGN MATERIAL TO BE 1/3" THICK ACRYLIC PLASTIC, WITH 1/32" RAISED BORDER, GRAPHICS, AND LETTERS. PROVIDE3 MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH ARTICLE 4.30 B A4.30 OF THE ADAS. PROVIDE SIGN WHERE INDICATED ON PLANS.

6".

7/8" MIN HIGH LETTERING AND 1" HIGH NUMERICAL LETTERING

SIGNAGE MOUNTED WITH CLEAR SILICONE ADHESIVE

SIGNAGE MOUNTING AT GLAZING

NOTE: PROPORTIONS SHALL MATCH FIGURE 11B-703.7.21

NOTE: FOR MOUNTING LOCATION, SEE:

9

OCCUPANT LOAD SIGN

3" = 1'-0"

6

ACCESSIBILITY SIGN

1 1/2" = 1'-0"

2

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

12" DIA.

1/4" THICK ACRYLIC TRIANGLE PANEL SUPERIMPOSED OVER 1/4" THICK ACRYLIC CIRCLE PANEL W/ SURFACE IMAGE CENTERED ON SIGN. CIRCLE PANEL COLOR SHALL CONTRAST WITH DOOR, TYP. TRIANGLE PANEL COLOR SHALL CONTRAST WITH CIRCLE, TYP.

B

SIGNAGE AT DOOR 3/4" = 1'-0"

RADIUS EDGES, TYP.

EXIT STAIR DOWN C EXIT SIGN

C

MOUNTING HEIGHT 1/2" = 1'-0"

TOILET ROOM SIGNAGE

5

1/2" = 1'-0"

60" AFF

48" AFF

EXIT SIGN

EXIT ONLY D EXIT SIGN

60" AFF

3/8"

3/8"

1' - 0"

CENTER OF SIGN SHALL BE CENTERED ON DOOR AND MOUNTED 60" ABOVE THE FLOOR, TO CENTER LINE OF SIGN.

60" AFF

1/4" THICK ACRYLIC SIGN PANEL. COLOR TO CONTRAST WITH DOOR, TYP.

CONTRACTED GRADE II BRAILLE TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

4"

5' - 1"

1'

SURFACE IMAGE CENTERED ON SIGN, TYP.

A EXIT SIGN

B

EXIT

48" AFF

NOTE: WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.

60" AFF

SIGN LETTERING SHALL BE PLACED AT LEAST 5/8" IN HEIGHT. BRAILLE SHALL BE PLACED AT 3/8" - 1/2" BELOW TACTILE COPY AND SHALL CONSIST OF CALIFORNIA CONTRACTED GRADE 2 BRAILLE. SEE DETAIL

48" AFF

12" DIA.

RESTROOM SIGN, MOUNTED TO WALL ADJACENT TO THE LATCH SIDE OF ENTRY DOOR.

EXIT ROUTE 48" AFF

SIGNAGE AT WALL 3/4" = 1'-0"

- 0 "

A

B 3/8"

9" TYP.

A

5' - 0"

9" TYP.

1/8" THICK PHOTOPOLYMER SIGN PANEL W/ TACTILE AND BRAILLE COPY. PANEL COLOR: WHITE COPY COLOR: GRAY

3/8"

ACS

CONTRACTED GRADE II BRAILLE TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

CONTRACTED GRADE II BRAILLE TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

03-119136

APPL

N.T.S.

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 CONTRACTED GRADE II BRAILLE TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

SIGNAGE DETAILS

NOTES: 1. SIGN MATERIAL SHALL BE 1/8" THICK ACRYLIC PLASTIC WITH 1/32" RAISED BORDER, GRAPHIC AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH ARTICLE 4.30 & A4.30 OF ADAAG. 2. SEE FLOOR PLANS FOR LOCATION.

TACTILE EXIT SIGNAGE

1

N.T.S. Please Recycle

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

A10.80

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

ROLLER TUBE AND SHADE BAND ASSEMBLY REVERSE ROLL 1/8" THICK WALL MOUNT ANGLE

1 15/16"

SNAPLOC FASCIA

TOP OF CONTROL/ SWITCH/ OUTLET

DRIVE CHAIN SHADECLOTH HOLLOW METAL WINDOW FRAME

HEM BAR SEALED INSIDE SHADECLOTH

2' - 0" MAX.

A RC H SED IT N E R R ICHA R E PH

SHADECLOTH IN DOWN POSITION

3551005000

F.F. 13/16"

13/16"

13/16" 5/16"

EDGE CLEARANCES FOR SINGLE-BAND SHADE

1 5/8"

9

1 5/8" 3 1/2"

INTERIOR WINDOW SHADE ELEVATION

1/2" = 1'-0"

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

3 3/16"

7

3" = 1'-0"

ISSUE: No.

Issued

Date

No.

Issued

Date

FLUSH COVER

ALL DIRECTIONS TYP.

WEEP HOLES AT DRAIN BODY

SEALED CONC. DESK SURFACE

CAULK & SEAL PERIMETER

2"

BACKING PER 17/ A10.60

Keynotes:

(4) #14 S.M.S.

BASE PLATE

27" MIN.

35 3/4"

53" MAX.

35" MIN.

9 . 02 - 24- 1 R OF CA L I F O

0' - 0 3/4" MAX. IN

1' - 1 3/4"

CL

EN

3" = 1'-0"

18 1/2"

FLOOR DRAIN TO BE CENTERED ALONG CENTERLINE OF EYEWASH ARM

4

INTERIOR WINDOW SHADE MOUNT

TE

A

ELECTRICAL FIXTURE MOUNTING HEIGHTS

13/16"

R

CONTROL/ SWITCH/ OUTLET HEIGHT OVER OBSTRUCTION

ST

CONTROL/ SWITCH/ OUTLET HEIGHT, TYP.

NO. C-19759

IA

F.F.

2' - 10" MAX.

3' - 10" MAX.

4' - 0" MAX.

F.F.

SINGLE BAND

T E C AYLOR T D

4'-0" U.N.O.

SINGLE BAND

N

8" U.N.O.

MECHO/5 STANDARD BRACKET

LI C CHR I STO

CENTERLINE OF CONTROL/ SWITCH/ OUTLET

VAPOR BARRIER REFER TO SPECS

12 5/8"

3

NOTE: FOR EYEWASH LOCATION ALONG WALL, SEE INTERIOR ELEVATIONS

CONCRETE SLAB ON GRADE REINF. -SEE STRUCT.

FLOOR DRAIN

A10.90

EMBED IN SLAB PER MANUFACTURER'S SPECIFICATION. WIRE TIE TO REBAR

DRAIN PIPE -SEE PLUMBING

FINISH FLOOR CL

GASKET/ WRAP / SEAL PER VAPOR BARRIER MFR. SPECS.

NOTE: SEE PLUMBING FOR ADDITIONAL INFORMATION.

PLAN

SIDE ELEVATION

09302

ACCESSIBLE EMERGENCY EYEWASH

6

3

FLOOR DRAIN AT CONC. SLAB

1" = 1'-0"

1" = 1'-0"

TOP OF HANDLE

1' - 6 1/4"

48" MAX

FLOOR DRAIN TO BE CENTERED ALONG CENTERLINE OF SHOWER ARM

0' - 1 7/16" MAX

CL

0' - 10" OPENING

WALL PER PLAN FINISH FLOOR

VERIFY

SECTION CL

NOTE: FOR SHOWER LOCATION ALONG WALL, SEE INTERIOR ELEVATIONS

2

SEMI-RECESSED FIRE BLANKET & EXTINGUISHER CABINET

PLAN

1" TYP

ELEVATION

1 1/2" = 1'-0"

16 GA SLOTTED TRACK ICC ESR-1042

CONT. ALUM. FRAME W/ CONCEALED HANGER

#8 x 9/16" LONG WAFER HEAD SCREW ON BOTH SIDES

SHOWER SIGN SHOWER HEAD

2" HANGER CLIPS SCREW TO WALL STUDS

#8 X 2" PAN HEAD WOOD SCREW @ EA. STUD (16" O.C.)

EYEWASH FLOW PATTERN EYEWASH BOWL

1/2"

METAL STUD MARKER BOARD BACKING TOP AND BOTTOM

2 1/2"

3" = 1'-0"

96" MAX.

11

82" MIN.

SLOTTED TRACK DETAIL

ACS

SSS

DATE

File No.: 19-H52

CONT. ALUM. TRAY

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

12 7/8"

2 1/2".

18 5/8"

27" MIN.

53" MAX. 36" MAX.

33" MIN.

46 1/2"

3/4" MIN.

FLOOR DRAIN FLOOR FLANGE

3

5 1/2"

FINISH FLOOR

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

.

A10.90

FRONT ELEVATION

FINISH FLOOR

SIDE ELEVATION

#8 X 1 1/2" WOOD SCREWS AT ALUM. FRAME @ 16" O.C.

MISCELLANEOUS DETAILS

2" ANGLE HANGERS W/ #8 X 2" SCREWS TO STUDS @ 16" O.C.

DSA SUBMITTAL Date:

3" = 1'-0"

FLS

Facility:

MIN. 4" BATT INSULATION

10

03-119136

APPL

PORCELAIN & STEEL MARKERBOARD LAMINATED TO 1/2" CORE

(E) STRUCTURE, REFER TO STRUCTURAL DWGS

TYPICAL FLOOR ASSEMBLY

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

WOOD STUD WALL PER PLAN

FINISH FLOOR, REFER TO FINISH PLANS (E) CONC. FILL OVER METAL DECK. REFER TO STRUCTURAL DWGS

Agency Approval:

WALL FINISH PER PLANS

MAX. A.F.F.

1/2"

2' - 10"

F RE PE TY LL WA

RULL ROD FOR EMERGENCY SHOWER ACTIVATION

1 1/2"

1".

3/4" MIN.

ACCESSIBLE EMERGENCY EYEWASH / SHOWER COMBO

5

1" = 1'-0"

MARKER BOARD / TACK BOARD

1

3" = 1'-0" Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

A10.90

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

1. ALL INTERIOR FINISHES SHALL COMPLY WITH ALL CURRENT APPLICABLE CODES.

10. CONTRACTOR TO PROVIDE SEAMING DIAGRAM WITH WELD ROD CALLOUTS FOR APPROVAL PRIOR TO INSTALLATION OF ALL FLOORING MATERIALS.

2. REFER TO INTERIOR ELEVATIONS, CASEWORK AND FLOORING DETAILS IN COORINDATION WITH THIS PLAN.

11. ALL EXPOSED PIPES AND CONDUITS TO BE PAINTED TO MATCH ADJACENT WALL SURFACES.

13. ALL CERAMIC TILE AT WALLS TO BE INSTALLED PER INTERIOR ELEVATIONS U.N.O. 14. MARKER/ TACK BOARDS: REFER TO INTERIOR ELEVATIONS FOR EXACT LOCATIONS.

17. ALL EXTERIOR DOOR PANELS TO BE PAINTED P5, UNLESS NOTED OTHERWISE.

7. THE BASE AT LOWER CABINETS TO MATCH THE WALL BASE OF THE ROOM IN WHICH THEY OCCUR U.O.N. IN MILLWORK DETAILS.

18. ALL INTERIOR DOOR PANELS TO BE FINISHED PL1, UNLESS NOTED OTHERWISE.

ISSUE:

8. FOR INSTALLATION OF RESILIENT SHEET FLOORING, USE MANUFACTURERS RECOMMENDED EPOXY ADHESIVE AROUND FLOOR DRAINS, UNDER SINKS, DRINKING FOUNTAINS, AT RAMP LOCATIONS AND AT AREAS WITH HEAVY ROLLING LOADS.

19. PAINT FINISH TO BE EGGSHELL EXCEPT SEMI-GLOSS AT TOILET ROOM GYP. BOARD CEILINGS.

No.

Issued

Date

No.

TE

A

6. ALL COLUMNS AND PARTITIONS SHALL RECEIVE SCHEDULED BASE FOR THE ROOM U.N.O.

EN

R

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

3551005000

ST

16. ALL INTERIOR DOOR FRAMES TO BE PAINTED P4 UNLESS NOTED OTHERWISE.

9 . 02 - 24- 1 R OF CA L I F O

N

15. ALL EXTERIOR DOOR FRAMES TO BE PAINTED P6 UNLESS NOTED OTHERWISE.

5. ALL LOUVERS, GRILLES, FIRE EXTINGUISHER CABINETS, REGISTERS, METAL PANELS, , ETC., ON WALLS SHALL BE PAINTED TO MATCH SURFACE COLOR ON WHICH THEY OCCUR UNLESS OTHERWISE NOTED.

A RC H SED IT N E R R ICHA R E PH

T E C AYLOR T D

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES AND AVAILABILITY OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN READY FOR INSTALLATION. THE RE-SELECTION OF MATERIAL BECAUSE OF LONG LEAD TIME WILL NOT BE PERMITTED.

12. CONTRACTOR SHALL VERIFY THAT ALL SURFACES DESIGNATED TO RECEIVE A FINISH SHALL MEET MANUFACTURERS SPECIFICATIONS TO RECEIVE SPECIFIED FINISH. CONTRACTOR SHALL NOTIFY ARCHITECT SHOULD SURFACES NOT MEET MANUFACTURER REQUIREMENTS.

LI C CHR I STO

3. REFER TO PROJECT SPECIFICATIONS AND MFG’S. PRODUCT SPECIFICATIONS FOR GENERAL PRODUCT INFORMATION. ALL INTERIOR FINISHES SHALL BE INSTALLED PER MANUFACTURER’S RECOMMENDATIONS FOR PROPER INSTALLATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE SUBCONTRACTOR IS APPROVED AND QUALIFIED TO INSTALL FINISH MATERIALS & HAS EXPERIENCE WITH PROJECTS OF SIMILAR MAGNITUDE AND COMPLEXITY.

Issued

Date

9. ALL TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE SMOOTH. MAXIMUM VERTICAL CHANGE IN FLOOR LEVEL SHALL BE ¼”.

GENERAL FINISH NOTES

2

Keynotes:

N.T.S. 03 35 43 POLISHED CONCRETE FINISHING

10 26 17 WALL PROTECTION

PC

WP1

POLISHED CONCRETE

06 41 16 CASEWORK - PLASTIC LAMINATE PL1

MANUFACTURER: NEVAMAR STYLE: WM5528E COLOR: VERMONT MAPLE NOTE: GRAIN TO RUN VERTICALLY

09 72 70 TACKABLE WALLCOVERINGS WC1

PL2

MANUFACTURER: CONSTRUCTION SPECIALTIES TYPE: FRP STYLE: HRB-4CN COLOR: TO MATCH EXISTING NOTE:

MANUFACTURER: WILSONART TYPE: 15504-31 COLOR: CHARCOAL VELVET FINISH: TRACELESS NOTE: USE MATCHING 3MM EDGEBAND

MANUFACTURER: KOROSEAL TYPE: WALLTALKERS STYLE: N/A COLOR: HARBOR PRODUCT NUMBER: SMS22061 NOTE: MANUFACTURER'S ALUMINUM TRIM AT ALL EXPOSED EDGES

06 61 16 SOLID POLYMER FABRICATIONS 09 90 00 INTERIOR PAINT

SS1

MANUFACTURER: WILSONART TYPE: 9115GS COLOR: ZEN GREY FINISH: MATTE NOTE: GRAIN TO RUN VERTICALLY

09 30 13 CERAMIC TILE CT1

CT2

CT3

WALL TILE MANUFACTURER: DALTILE TYPE: NATURAL HUES COLOR: QH63 PEARL WHITE SIZE: 4"x4" NOTE: 1/4" GROUT JOINT, PER MANUFACTURER RECOMMENDATION. WALL TILE MANUFACTURER: DALTILE TYPE: NATURAL HUES COLOR: QH19 ROSE BEIGE SIZE: 4"x4" NOTE: 1/4" GROUT JOINT, PER MANUFACTURER RECOMMENDATION. WALL TILE MANUFACTURER: DALTILE TYPE: NATURAL HUES COLOR: QH70 WISTERIA SIZE: 4"x4" NOTE: 1/4" GROUT JOINT, PER MANUFACTURER RECOMMENDATION.

P1

MANUFACTURER: PPG, VOICE OF COLOR COLOR: PPG14-31 PARAFFIN FINISH: AS INDICATED ON FINISH PLAN NOTE: WALL AND CEILINGS, TYPICAL U.N.O

P2

MANUFACTURER: PPG, VOICE OF COLOR COLOR: PPG1176-6 MIRABELLA FINISH: AS INDICATED ON FINISH PLAN NOTE: WALLS AND CEILING WHERE INDICATED

P3

MANUFACTURER: PPG, VOICE OF COLOR COLOR: PPG1204-6 GOLDEN OPPORTUNITY FINISH: AS INDICATED ON FINISH PLAN NOTE: WALLS AND CEILING WHERE INDICATED

P4

MANUFACTURER: PPG, VOICE OF COLOR COLOR: PPG1001-5 DOVER GRAY FINISH: AS INDICATED ON FINISH PLAN NOTE: DOOR FRAMES, SEE DOOR SCHEDULE

P5

MANUFACTURER: COLOR: DISTRICT PURPLE (CONFIRM W/ OWNER) FINISH: NOTE: DOOR FRAMES, SEE DOOR SCHEDULE

P6

MANUFACTURER: COLOR: DISTRICT BLACK (CONFIRM W/ OWNER) FINISH: NOTE: DOOR FRAMES, SEE DOOR SCHEDULE

12 24 13 ROLLER SHADES

CT4

CT5

CTB1

WALL TILE MANUFACTURER: DALTILE TYPE: NATURAL HUES COLOR: QH51 EGGPLANT SIZE: 4"x4" NOTE: 1/4" GROUT JOINT, PER MANUFACTURER RECOMMENDATION. FLOOR TILE MANUFACTURER: DALTILE TYPE: PORCELAIN TILE STYLE: KEYSTONE COLORBODY COLOR: D618 CASTLEROCK SIZE: 2"X2" NOTE: 1/8" GROUT JOINT CERAMIC TILE BASE MANUFACTURER: DAL TILE SERIES: KEYSTONES COLOR: D618 CASTLE ROCK HEIGHT: MB-5A BUILD UP BASE NOTE: 1/8" GROUT JOINT

RS1

MANUFACTURER: MECHOSYSTEMS TYPE: THERMOVEIL OPEN BASKETWEAVE STYLE: 2100 SERIES (10% OPEN) COLOR: SILVER BIRCH 2119 NOTE: N/A

RS2

MANUFACTURER: MECHOSYSTEMS TYPE: FASCIA STYLE: MECHO/5 REVERSE ROLL FASCIA COLOR: QUAKER BRONZE PRODUCT NUMBER: MFAA RR15

08 87 33 DECORATIVE WINDOW FILMS WF1

MANUFACTURER: METROPOLITAN WEST SERIES: METRO FROST, SEE WINDOW SCHEDULE, SHEET A9.12 COLOR: STANDARD SIZE: VARIOUS, AS NOTED ON SHEET A9.12

WF2

MANUFACTURER: METROPOLITAN WEST SERIES: CUSTOM FROST/FADE WITH COLOR TEXT OVERLAY, SEE WINDOW SCHEDULE, SHEET A9.12 PATTERN: AS NOTED ON SHEET A9.12 COLOR: STANDARD FROST/FADE WITH COLOR TEXT OVERLAY TO MATCH PURPLE. SIZE: VARIOUS, AS NOTED ON SHEET A9.12 NOTES: GC TO COORDINATE TEXT OVERLAY ROOM NUMBERS (OCCURING ONLY AT CLASSROOM EXTERIOR DOORS) WITH CLIENT DURING SUBMITTAL PROCESS. GC TO FINALIZE TEXT OVERLAY, COLOR, SCALE, FONT (PER CLIENT STANDARDS) WITH CLIENT DURING SUBMITTAL PROCESS.

WF3

MANUFACTURER: METROPOLITAN WEST SERIES: CLEAR FILM W/ COLOR TEXT OVERLAY, SEE WINDOW SCHEDULE, SHEET A9.12 COLOR: CLEAR FILM SIZE: VARIOUS, AS NOTED ON SHEET A9.12

09 51 00 ACOUSTICAL CEILINGS - LAY-IN ACT1

ACOUSTICAL CEILING TILE MANUFACTURER: ARMSTRONG TYPE: ULTIMA LAY-IN AND TEGULAR SIZE: 24"x24"x3/4", 24"x48"x3/4" COLOR: WHITE GRID: NOTE: TYPICAL, U.N.O.

09 65 13 RESILIENT BASE RB1

RESILIENT BASE MANUFACTURER: JOHNSONITE TYPE: RUBBER BASE, TYPE TS COLOR: 48 GREY HEIGHT: 4" COVE BASE NOTE: TYPICAL AT VINYL FLOORING LOCATIONS, U.N.O

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

12 35 55 LABORATORY CASEWORK

09 65 17 RESILIENT SHEET FLOORING HOMOGENEOUS RF1

RF2

SHEET VINYL MANUFACTURER: JOHNSONITE STYLE: I.Q. OPTIMA COLOR: 3242202 GREYED OPAL SHEET VINYL MANUFACTURER: JOHNSONITE STYLE: I.Q. OPTIMA COLOR: 3242256 VIOLET HILL

LC1

LC2

LC3

RF3 ROOM FINISH TAG LEGEND: Room Name 101 Wall Finish Base Finish Floor Finish

ROOM NAME ROOM NUMBER WALL FINISH/COLOR (TYP. ALL WALLS, U.N.O.) BASE TYPE/COLOR (TYP. ALL WALLS, U.N.O.) FLOOR TYPE/COLOR (TYP. ALL WALLS, U.N.O.)

RF4

SHEET VINYL MANUFACTURER: JOHNSONITE STYLE: I.Q. OPTIMA COLOR: 3242826 GOLDENROD

ACS

MANUFACTURER: KEWAUNEE TYPE: WOOD COLOR: 202 SEASIDE MAPLE NOTE: N/A

03-119136

APPL FLS

SSS

DATE

File No.: 19-H52 Facility:

MANUFACTURER: KEWAUNEE TYPE: STEEL COLOR: 78 SNOW WHITE NOTE: N/A

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

MANUFACTURER: KEWAUNEE TYPE: KEMRESIN COUNTERTOP COLOR: SLATE NOTE: TYPICAL ALL LAB SPACE COUNTERTOPS AND BACK SPLASH

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

SHEET VINYL WELD ROD MANUFACTURER: JOHNSONITE STYLE: WELD ROD, SOLID COLOR COLOR: 1287829

FINISH SCHEDULE

09 68 16 TILE CARPETING FA

MATERIAL/COLOR TAG

FINISH LEGEND

CPT1

3

N.T.S.

DSA SUBMITTAL

MANUFACTURER: TANDUS CENTIVA COLLECTION: MODULAR STYLE: LINEWAVE 04846 COLOR: METALLOID 21303 SIZE: 24"X24" NOTE: INSTALL VERTICAL ASHLAR

Date:

SCHEDULE OF FINISHES

1

N.T.S. Please Recycle

08/13/18

Client Project No: 3551005000

Sheet:

ID2.11

RF1

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

IA

LI C CHR I STO

N

1' - 6"

No.

Issued

Date

No.

Issued

Date

2

TYPICAL ENLARGED SHOWER STATION FLOOR ACCENT

1" = 1'-0"

A

3

9 . 02 - 24- 1 R OF CA L I F O

ISSUE: 3' - 0"

TYPICAL ENLARGED EYEWASH STATION FLOOR ACCENT

TE

NO. C-19759

EN

R

3' - 0"

ST

4

DESIGN INTENT - CLASSROOM AXON

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

RF1

5

3551005000

1' - 6"

RF3

WALL ACCENT LINE TO ALIGN WITH FLOOR ACCENT LINE

RF1

DESIGN INTENT - COLLABORATION SPACES

1' - 6"

CL RF3

WALL ACCENT LINE TO ALIGN WITH FLOOR ACCENT LINE

A RC H SED IT N E R R ICHA R E PH

CL

T E C AYLOR T D

WALL ACCENT LINE TO ALIGN WITH GYP. CEILING

RF3

RF3

WALL ACCENT LINE TO ALIGN WITH GYP. CEILING

1' - 6"

RF1

OVERHEAD PENDANT LIGHTING TO ALIGN WITH FLOOR WELD RODS

1" = 1'-0"

Keynotes:

NO. 09.01

NOTE - DETAIL FIBERGLASS REINFORCED PANELS, UP TO 4'-0" U.N.O.

UNISEX RR UNISEX RR 5-012 5-011 SEE ELEV. SEE ELEV. CTB1 CTB1 CT5 CT5 ELEC. ROOM

EQUIP. ROOM

5-001 PE1 RB1 PC

5-015 PE1 RB1 PC

FIRE RISER 5-017 PE1 RB1 PC

STORAGE

BIOLOGY LAB 2 5-002 SEE ELEV. RB1 RF1/RF2

2W/ A8.11

5-014 P1 RB1 PC

27 3/4" SEE SHEET NOTE #2

Notes:

BIOLOGY LAB 3 5-010 SEE ELEV. RB1 RF1/RF2

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

09.01 JANITOR'S CLOSET 5-013 WP1/P1 RB1 PC

RF4

1E/ A8.11

09.01

1' - 4" SEE SHEET NOTE #2

RF 1 RF 2 RF 2

9' - 9"

Key Plan

15' - 10"

A

2S/ A8.11

SEE SHEET NOTE #1

RF 1

1B/ A7.10

1D/ A7.10

1A/ A7.10

SEE SHEET NOTE #1 6' - 4" SEE SHEET NOTE #1

1F/ A7.10

1H/ A7.10

1C/ A7.10

1' - 1"

SEE SHEET NOTE #2

SEE SHEET NOTE #2 SEE SHEET NOTE #2

RF 1

SEE SHEET NOTE #1

RF4

5' - 10"

9' - 7"

9' - 9"

RF 2

1G/ A7.10

5' - 8"

8' - 1" 1S/ A8.11

3' - 9" SEE SHEET NOTE #1

SEE SHEET NOTE #2

2 RF

3 ID2.11A

SEE SHEET NOTE #1

1 RF

2' - 4" SEE SHEET NOTE #1

2' - 6"

1E/ A7.10

LEVEL 1 3 ID2.11A

8' - 1" SEE SHEET NOTE #2

13' - 3"

BIOLOGY WORKROOM & COLLABORATION

SEE SHEET NOTE #2

5-003 SEE ELEV. RB1 RF1/RF3

RF4 10' - 8" SEE SHEET NOTE #2

SEE SHEET NOTE #2 RF4

6' - 3 7/16"

1 ID2.11C

SEE SHEET NOTE #2

RF4

8' - 10" 1' - 9" SEE SHEET NOTE #2

11' - 8" SEE SHEET NOTE #2

10' - 9"

SEE SHEET NOTE #2

SEE SHEET NOTE #2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

RF4 ACS

FLS

SSS

DATE

9' - 5"

File No.: 19-H52

SEE SHEET NOTE #2

Facility:

SEE SHEET NOTE #2 SE E

3 ID2.11A

12' - 11"

Agency Approval:

1S/ A8.12

RF4

18' - 6"

10" SEE SHEET NOTE #2

2 ID2.11A

4' SH -6 EE " T N O TE

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

#2

BUILDING 500 - MODERNIZATION

8' - 1"

3' - 9"

3' - 9"

8' - 1"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

Sheet Title:

1N/ 8/ A9.12 A8.15

LOWER LEVEL - FINISH PLAN SECTOR A 1 1 ID2.11C ID2.11B

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

LOWER LEVEL - FINISH PLAN SECTOR A

1

1/4" = 1'-0"

Please Recycle

ID2.11A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

VESTIBULE

OFFICE 7

5-016 P1 RB1 RF1

5-009 P1/P2 RB1 CPT1

NO.

NOTE - DETAIL

RF1

7' - 9"

RF3

RF4

0' - 11" SEE SHEET NOTE #1

10' - 5"

5-003 SEE ELEV. RB1 RF1/RF3

SEE SHEET NOTE #1

2' - 5 5/32" SEE SHEET NOTE #2

3' - 0" SEE SHEET NOTE #2

2 ID2.11A

Notes: BIOLOGY LAB 4

RF1

9' - 5"

1S W

1S/ A8.12 2' - 4"

/A 1' - 8 1/2" 7' - 6" 8. 13 SEE SHEET NOTE #1 SEE SHEET NOTE #1

1S/ A8.13

RF 1

SE E

SEE SHEET NOTE #1 SEE SHEET NOTE #1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2N/ A8.13

RF 2

SEE SHEET NOTE #1

9' - 6 1/2"

SEE SHEET NOTE #1

1 RF

9' - 3 1/2"

2 RF

1' - 0 1/2" SEE SHEET NOTE #1

7' - 6"

1 RF

RF 2

1' - 8 1/2"

0' - 11" SEE SHEET NOTE #1

1' - 7 3/4"

2 RF

1N/ A8.14

7' - 5 1/4"

4' SH -6 EE " T N O TE

#2

RF 1

12' - 8 27/32"

RF 2

RF 2

RF3

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

5-008 SEE ELEV. RB1 RF1/RF2

RF 1

RF4

RF 1

Key Plan

2W/ A8.13

B 1E/ A8.14

1 ID2.11A

Date

3 ID2.11A

RF4 BIOLOGY WORKROOM & COLLABORATION

SEE SHEET NOTE #2

Issued

1W/ A8.13

1' - 4" SEE SHEET NOTE #2

ALIGN ACCENT FLOORING TO CORNER OF WALL

RF4

5-003 SEE ELEV. RB1 RF1/RF3

No.

P3

SEE SHEET NOTE #2

BIOLOGY WORKROOM & COLLABORATION

Date

Keynotes:

P2

3' - 10"

Issued

LEVEL 1 Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52

3 ID2.11A

BIOLOGY LAB 6

BIOLOGY LAB 5

5-006 SEE ELEV. RB1 RF1/RF2

5-007 SEE ELEV. RB1 RF1/RF2

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION 3 ID2.11A

Sheet Title:

LOWER LEVEL - FINISH PLAN SECTOR B N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

LOWER LEVEL - FINISH PLAN SECTOR B

1

1/4" = 1'-0"

Please Recycle

ID2.11B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

1 ID2.11A

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

SEE SHEET NOTE #1

1 RF

9' - 9"

2 RF

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2' - 4"

SEE SHEET NOTE #1

#2

9' - 9"

3' - 9"

SEE SHEET NOTE #1

8' - 1"

4' SH -6 EE " T N O TE

SEE SHEET NOTE #1

2N/ A8.15

3 ID2.11A

2' - 4"

SE E

3' - 9"

8' - 1"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

1N/ A8.15

RF 2

RF 1

Key Plan

C LEVEL 1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL

BIOLOGY LAB 7 5-005 SEE ELEV. RB1 RF1/RF2

ACS

1E/ A8.15

5-004 SEE ELEV. RB1 RF1/RF2

1W/ A8.15

2W/ A8.15

BIOLOGY LAB 1

2E/ A8.15

Agency Approval:

FLS

SSS

DATE

File No.: 19-H52 Facility:

3 ID2.11A

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

2S/ A8.15 1S/ A8.15

Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

LOWER LEVEL - FINISH PLAN SECTOR C

1 ID2.11B

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

LOWER LEVEL - FINISH PLAN SECTOR C

1

1/4" = 1'-0"

Please Recycle

ID2.11C

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

Keynotes:

UNISEX RR

2 ID2.11A

CONFERENCE

5-124 SEE ELEV. CTB1 CT5

RF 1

P2

5-130 P1/P2 RB1 CPT1

2A/ A7.10

5' - 2"

RF 1 SPECIAL EDUCATION CLASSROOM

2B/ A7.10

2D/ A7.10

5-129 P1/P2 RB1 CPT1

P2

OFFICE 2

5-128 P1/P2 RB1 CPT1

P2

OFFICE 1

8' - 9"

1N/ A8.21

SEE SHEET NOTE #1

RF 2

RF 2

SEE SHEET NOTE #1

OFFICE 3

OFFICE 4

5-123 P1/P2 RB1 CPT1

5-122 P1/P2 RB1 CPT1

2C/ A7.10 P2

P2

5-125 SEE ELEV. RB1 RF1/RF2

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

3 ID2.11A

5-127 P1 RB1 RF1

1E/ A8.21

WORKROOM VAULT 5-126 P1 RB1 RF1

ALIGN FLOOR ACCENT TO CORNER OF WALL

PHYSICS LAB 2 5-120 SEE ELEV. RB1 RF1/RF2

Key Plan

A RF4

3W/ A8.22

10' - 4"

3 ID2.11A

SEE SHEET NOTE #2

11" SEE SHEET NOTE #2

1E/ A8.22

PHYSICS WORKROOM & COLLABORATION SPACE 5-121 P1 RB1 RF1

PHYSICS LAB 1 5-101 SEE ELEV. RB1 RF1/RF2

13' - 8"

5' - 6"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

RF 1 RF 2

SEE SHEET NOTE #1

FLS

SSS

DATE

RF 2

Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765

3S/ A8.22

Project:

RF 1

1' - 11" SEE SHEET NOTE #2

03-119136

File No.: 19-H52

BUILDING 500 - MODERNIZATION

Sheet Title:

MAIN LEVEL - FINISH PLAN - SECTOR A

1 ID2.21B

1 ID2.21B

6' - 10" SEE SHEET NOTE #1

ACS

SEE SHEET NOTE #1

RF 2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT APPL

13' - 5"

6' - 10" SEE SHEET NOTE #1

D

Agency Approval:

6' - 11"

RF 1

1S/ A8.22

SEE SHEET NOTE #1

9' - 7"

SEE SHEET NOTE #2

24' - 3"

SEE SHEET NOTE #2

RF 2

RF4

21' - 5"

RF 1

SEE SHEET NOTE #1

9' - 7"

LEVEL 2

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

MAIN LEVEL - FINISH PLAN - SECTOR A

1

1/4" = 1'-0"

Please Recycle

ID2.21A

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

EN

A

TE

9 . 02 - 24- 1 R OF CA L I F O

N

R

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

ISSUE: No.

Issued

Date

No.

Issued

Date

1 ID2.21A

Keynotes:

5-118 P1 RB1 RF1

SEE SHEET NOTE #2

PHYSICS WORKROOM 5-117 P1 RB1 RF1

2 ID2.11A

VESTIBULE

3' - 0"

RF4

2 ID2.11A

RF 2 16' - 6"

7' - 0"

SEE SHEET NOTE #1

RF 2

RF 1

Notes:

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

CHEMISTRY LAB 5

SEE SHEET NOTE #1

8' - 11"

SEE SHEET NOTE #2

16' - 7"

SEE SHEET NOTE #2

5-119 SEE ELEV. RB1 RF1/RF2

13' - 5"

RF

SEE SHEET NOTE #1 RF 1

3N/ A8.23

2

SEE SHEET NOTE #1

12' - 11"

3" SEE SHEET NOTE #2

5' - 4"

2 RF RF

8' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2' - 9" SEE SHEET NOTE #1 9' - 7"

1 RF 1' - 8" SEE SHEET NOTE #1

2S/ A8.24

4' - 5"

2E/ A8.24

5-102 SEE ELEV. RB1 RF1/RF2

SEE SHEET NOTE #2

CHEMISTRY LAB 4

SEE SHEET NOTE #2

2N/ A8.23

1

RF4

14' - 8"

Key Plan

9' - 7"

2W/ A8.23

10' - 11"

SEE SHEET NOTE #2

RF 1

SEE SHEET NOTE #1

RF 2

2' - 9"

2 RF

SEE SHEET NOTE #2

2' - 10" SEE SHEET NOTE #1

9' - 0"

1 RF

SEE SHEET NOTE #1

SEE SHEET NOTE #1

1N/ A8.24

B

RF4

LEVEL 2

SEE SHEET NOTE #2

1E/ A8.24

Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SEE SHEET NOTE #2

03-119136

APPL ACS

2' - 1"

2 ID2.11A

5-103 SEE ELEV. RB1 RF1/RF2

11' - 11"

CHEMISTRY LAB 3

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114 SEE ELEV. 3S/ A8.23RB1 RF1/RF3

FLS

SSS

DATE

File No.: 19-H52 Facility: DATA

ELECTRICAL

5-116 P1 RB1 PC

5-115 P1 RB1 PC

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

15.04

SEE SHEET NOTE #2

1 ID2.21C

10"

MAIN LEVEL - FINISH PLAN - SECTOR B N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

MAIN LEVEL - FINISH PLAN SECTOR B

1

1/4" = 1'-0"

Please Recycle

ID2.21B

1E/ A8.25

SEE SHEET NOTE #2

Date

No.

Issued

Date

STORAGE

NO. 15.04

NOTE - DETAIL DUCT SHAFT, SEE MECHANICAL

RF3

P3

RF4

Keynotes:

5-113 P1 RB1 RF1

(E) COLUMN

RF1

SEE SHEET NOTE #1 SEE SHEET NOTE #1

22' - 7"

2W/ A8.25 9' - 5"

Issued

2 ID2.11A RF4

ALIGN ACCENT FLOORING TO CORNER OF WALL RF4

RF 1

6' - 0 1/2"

11' - 4 1/2"

20' - 8 1/2"

SEE SHEET NOTE #2

SEE SHEET NOTE #2

SEE SHEET NOTE #2

7' - 9"

14' - 8"

RF 1

3' - 9" SEE SHEET NOTE #1 SEE SHEET NOTE #1

Notes: 1N/ A8.26

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

RF 2

1' - 1" SEE SHEET NOTE #1

SEE SHEET NOTE #1

1N/ A8.28

RF 1

2 ID2.11A

RF 2

RF 1

SEE SHEET NOTE #1

SEE SHEET NOTE #1

8' - 6 1/2"

2 ID2.11A

SEE SHEET NOTE #1

6' - 1"

RF1 1' - 4" SEE SHEET NOTE #1

11' - 0"

RF 2

2N/ A8.26

RF1

SE E

SEE SHEET NOTE #1

14' - 8"

1S/ A8.25

SH 1' EE 5 7 T / 8" N O TE

#2

SE E

SH 4 EE ' - 5 T " N O TE

#1

RF 2

1S E/ A8 .

25

RF 2

2' - 3 1/2"

2' - 5" SEE SHEET NOTE #1

RF 1

SEE SHEET NOTE #1

9' - 1"

5-104 SEE ELEV. RB1 RF1/RF2

No.

RF3

CHEMISTRY LAB 2

9 . 02 - 24- 1 R OF CA L I F O

ISSUE:

ALIGN ACCENT FLOORING TO CORNER OF WALL RF1

5-114 SEE ELEV. RB1 RF1/RF3

TE

A

SEE SHEET NOTE #2 CHEMISTRY WORKROOM & COLLABORATION SPACE

EN

R

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

3' - 2" 2 ID2.11A

ST

RF4

RF4

NO. C-19759

IA

3551005000

SEE SHEET NOTE #2

15.04

N

10"

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

LI C CHR I STO

1 ID2.21B

1 ID2.21B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

1W/ A8.26

2E/ A8.26

Key Plan

C CHEMISTRY LAB 8 CHEMISTRY LAB 1 5-105 SEE ELEV. PE1 RF1/RF2

5-106 SEE ELEV. RB1 RF1/RF2

LEVEL 2 Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

MAIN LEVEL - FINISH PLAN - SECTOR C 1 ID2.21D

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

MAIN LEVEL - FINISH PLAN SECTOR C

1

1/4" = 1'-0"

Please Recycle

ID2.21C

1 ID2.21B

If the sheet is not 30"x42", it is a reduced print. Scale Accordingly.

9 . 02 - 24- 1 R OF CA L I F O

N

TE

A

SEE SHEET NOTE #2

EN

R

3' - 2"

RF1

ISSUE: No.

Issued

Date

No.

Issued

Date

OFFICE 5

5-113 P1 RB1 RF1

5-112 P1/P2 RB1 CPT1

5-111 SEE ELEV. CTB1 CT5

3G/ A7.10

Keynotes:

UNISEX RR

FACULTY RESOURCE CENTER

5-110 SEE ELEV. CTB1 CT5

5-109 P1/P2 RB1 CPT1/RF1

NO. 15.04

P2

P3

STORAGE

UNISEX RR

CPT1

3H/ A7.10

3F/ A7.10

RF3

3E/ A7.10

CHEMISTRY WORKROOM & COLLABORATION SPACE 5-114 SEE ELEV. RB1 RF1/RF3

ST

633 W. 5th Street, Third Floor Los Angeles, CA 90071 T 213 542 8300 / www.hmcarchitects.com

RF4

NO. C-19759

IA

LI C CHR I STO

3551005000

T E C AYLOR T D

A RC H SED IT N E R R ICHA R E PH

NOTE - DETAIL DUCT SHAFT, SEE MECHANICAL

ALIGN

RF1

3A/ A7.10 JANITOR'S CLOSET 5-132 P1 RB1 PC

3B/ A7.10

P2

3D/ A7.10

RF3

(E) COLUMN

RF1

RF1

CPT1

3C/ A7.10

RF1

3' - 2 1/2" SEE SHEET NOTE #2

6' - 6"

ALIGN

SEE SHEET NOTE #2 RF4

RF4 11' - 9"

15.04

SEE SHEET NOTE #2

SEE SHEET NOTE #1

SEE SHEET NOTE #1

3' - 5"

8' - 3"

SEE SHEET NOTE #1

SEE SHEET NOTE #1

2N/ A8.27

Notes:

SE E

3' - 2"

2 RF

1N/ A8.28

8' - 6"

SH EE 4" T N O TE

#1

15.04

1' - 1" SEE SHEET NOTE #1

SEE SHEET NOTE #1

13' - 10"

SEE SHEET NOTE #1

1' - 0" SEE SHEET NOTE #1

RF 1

13' - 10"

2 ID2.11A

1 RF

2 ID2.11A

2 RF

RF 2

1 RF

1. OVERALL DESIGN INTENT IS TO ALIGN ACCENT FLOORING TO WALL ACCENT PAINT LINE TO GYP. SOFFIT CEILING ABOVE. CONTRACTOR TO COORDINATE EACH TRADE ACCORDINGLY. SEE 4/ID2.11A. 2. OVERALL DESIGN INTENT IS TO ALIGN ANGLE OF FLOOR WELD RODS TO ANGLE OF OVERHEAD LIGHTING. SEE 5/ID2.11A

2W/ A8.27

1E/ A8.28

Key Plan

CHEMISTRY LAB 7

CHEMISTRY LAB 6

5-107 SEE ELEV. RB1 RF1/RF2

5-108 SEE ELEV. RB1 RF1/RF2

D LEVEL 2 Agency Approval:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 03-119136

APPL ACS

FLS

SSS

DATE

File No.: 19-H52 Facility:

DIAMOND BAR HIGH SCHOOL 21400 PATHFINDER RD, DIAMOND BAR, CA 91765 Project:

BUILDING 500 - MODERNIZATION

Sheet Title:

MAIN LEVEL - FINISH PLAN - SECTOR D 1 ID2.21C

N

DSA SUBMITTAL Date:

08/13/18

Client Project No: 3551005000

Sheet:

MAIN LEVEL - FINISH PLAN SECTOR D

1

1/4" = 1'-0"

Please Recycle

ID2.21D

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