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LOAD AREA FACTOR EXITS ROOM NAME PANIC *.02 # OCC Width n 1 A101 SIM 1 A101 SIM AA 0 A0.00 A1 A2 A4 A3 A0.00 A1 1 A101 SIM Name Elevation NORTH ARROW OVERLAY ARROW INDICATES TRUE NORTH SHADED AREA INDICATES PLAN NORTH SECTION CALLOUT INDICATES A SIMILAR CONDITION LOCATION ON SHEET DETAIL CALLOUT ELEVATION CALLOUT INTERIOR ELEVATION CALLOUT INTERIOR ELEVATION ORENTATION ILOCATION ON SHEET SHEET WHERE ELEVATION IS DRAWN DETAIL CALLOUT CONTROL OR DATUM POINT NAME OF ELEVATION (IF APPLICABLE) ELEVATION ABOVE FINISHED FLOOR GRID BUBBLE GRID NUMBER DEMOLITION KEYNOTE KEYNOTE NUMBER (SEE LEGEND ON SHEET) NEW CONSTRUCTION KEYNOTE KEYNOTE NUMBER (SEE LEGEND ON SHEET) DOOR CALLOUT DOOR NUMBER WINDOW CALLOUT WINDOW NUMBER (SEE WINDOW SCHEDULE A9.12 - A9.13) ROOM EXITING INFORMATION AREA (SQ FT) OCCUPANT LOAD FACTOR (REFER TO TABLE 1004.1.1) OCCUPANT LOAD (AREA DIVIDED BY LOAD FACTOR) SHEET WHERE SECTION IS DRAWN INDICATES A SIMILAR CONDITION LOCATION ON SHEET SHEET WHERE SECTION IS DRAWN LOCATION ON SHEET SHEET WHERE ELEVATION IS DRAWN INDICATES A SIMILAR CONDITION LOCATION ON SHEET SHEET WHERE SECTION IS DRAWN NUMBER OF EXITS REQUIRED (REFER TO TABLE 1015.1) DOOR EXITING INFORMATION NUMBER OF OCCUPANTS EXITING THRU DOOR OPENING REQUIRED EXIT WIDTH (OCCUPANT LOAD X 0.2) PROVIDED EXIT WIDTH (IN INCHES) PANIC EXIT HARDEWARE (WHERE OCCURS) ? ? ? 22 22 5 CIVIC CENTER DRIVE W W 1ST STREET W 17TH STREET F L O W E R S T M A I N S T B R I S T O L S T F A I R V I E W S T H A R B O R B L V D PROJECT SITE: 1530 W 17TH STREET SANTA ANA, CA 92706 n Project Title Agency Approval Consultant Seal Drawing Title Designed: Drawn: Checked: Reviewed: Date: Project No. Scale: Drawing No. Architect's Seal IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES APPL. AC DATE FLS SS 04- TELEPHONE: FAX: Architecture . Planning . Interior Design WWW.HMCARCHITECTS.COM ARCHITECTS 3546 CONCOURS STREET ONTARIO, CALIFORNIA 91764 909.483.1400 909.989.9979 www.sac.edu MDJ JD, DR JD JD HMC ARCHITECTS SM FILE NO. 30-C2 01 02 03 04 05 06 07 08 09 J H G F E D C B A J H G F E D C B A 01 02 03 04 05 06 07 08 09 K E V I N M. W I L K E S O N NO. C-20601 R E N. 0 3 - 3 1- 1 3 S T A T E O F C A L I F O R N I A L I C E N S E D A R C H I T E C T (714) 564-6000 1530 W 17th Street Santa Ana, CA 92706 Rancho Santiago Community College District Santa Ana College Dunlap Hall 4th Floor Restroom Alteration C:\Revit Local Files\5002011000_A14_Restrooms_kdoan.rvt 6/6/2016 9:46:56 AM As indicated 4TH FLOOR RESTROOM ALTERATION BID G0.1 COVER SHEET 5002011-00 SANTA ANA COLLEGE - DUNLAP HALL 8/07/2012 DUNLAP HALL - 4th FLOOR RESTROOM ALTERATION RANCHO SANTIAGO COMMUNITY COLLEGE DISTRICT 1530 WEST 17TH STREET BKF ENGINEERS CIVIL 600 SOUTH MAIN STREET, SUITE 920 ORANGE, CA 92868 (714) 415-0500 CDTLA LANDSCAPE 1903 ST SIMONS PLACE FULLERTON, CA 92831 (714) 928-5107 HMC ARCHITECTS ARCHITECT 2601 MAIN STREET, STUDIO 100 IRVINE, CA 92614 (949) 567-1833 RODRIGUEZ ENG STRUCTURAL 1411 BATAVIA STREET, SUITE 121 ORANGE, CA 92867 (714) 998-2300 IDS GROUP MECHANICAL 1 PETERS CYN ROAD, SUITE 130 IRVINE, CA 92606 (949) 387-8500 IDS GROUP PLUMBING 1 PETERS CYN ROAD, SUITE 130 IRVINE, CA 92606 (949) 387-8500 P2S ENGINEERING ELECTRICAL 5000 EAST SPRING STREET, 8TH FLR LONG BEACH, CA 90815-5218 (562) 497-2999 RANCHO SANTIAGO CCD OWNER 2323 NORTH BROADWAY SANTA ANA, CA 92706 (714) 480-7517 SANTA ANA COMMUNITY COLLEGE SANTA ANA, CA 92706 ABBREVIATIONS Ø DIAMETER OR ROUND +/- PLUS/MINUS # POUND OR NUMBER % PERCENT @ AT ° DEGREE ℄ CENTER LINE ∠ ANGLE ⅊ PROPERTY LINE AB ANCHOR BOLT ABS ABSOLUTE AC ASPHALTIC CONCRETE ACC ACCESSIBLE WORK STATION ACOUS ACOUSTICAL ADJ ADJACENT AFF ABOVE FINISH FLOOR ALUM ALUMINIUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BTWN BETWEEN C CHANNEL CER CERAMIC CF CUBIC FEET CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED, OWNER INSTALLED CJ CONTROL JOINT CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CORR CORRIDOR CR CLASSROOM CTSK COUNTER SUNK CTC CENTER TO CENTER d PENNY DBL DOUBLE DEL DELETE DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DL DOOR LOUVER DN DOWN DP DISABLED PERSON ACCESSIBLE DS DOWNSPOUT DWG DRAWING EA EACH EJ EXPANSION JOINT ELEV ELEVATION ELEC ELECTRICAL EMT ELECTRICAL METAL TUBING ENCL ENCLOSURE ENGR ENGINEER EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT EW EACH WAY (E) EXISTING EXP ECPANSION EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER W/CABINET FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FHC FIRE HOSE W/ CABINET FHWS FLAT HEAD WOOD SCREW FL FLOOR FO FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FS FINISH SURFACE FT FOOT OF FEET FTG FOOTING GA GAUGE GALV GALVANIZED GB GYPSUM BOARD GFRC GLASS FIBER REINFORCED CONCRETE GYP GYPSUM HB HOSE BIB HDWE HARDWARE HM HOLLOW METAL HOR HORIZONTAL HR HOUR HVAC HEATING VENTILATION AIR ID INSIDE DIAMETER IN INCH OR INCHES INT INTERIOR INV INVERT JBOX JUNCTION BOX JAN JANITOR CLOSET LAV LAVATORY LB(S) POUND(S) MAX MAXIMUM MB MACHINE BOLT MDF MEDIUM DENSITY FIBERBOARD MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL (N) NEW NIC NOT IN CONTRACT NO NUMBER NR NON RATED NTS NOT TO SCALE NTS NOT TO SCALE O/ OVER OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER-FURNISHED CONTRACTOR-INSTALLED OFOI OWNER-FURNISHED OWNER-INSTALLED OH OVERHANG OTO OUT TO OUT PA PUBLIC ADDRESS PE PAD ELEVATION PERP PERPENDICULAR PH PANIC HARDWARE PIV POST INDICATOR VALVE PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYWD PLYWOOD PM PARTITION MOUNTED POC POINT OF CONNECTION PR PAIR PREP PREPARE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE R RISER, RADIUS RD ROOF DRAIN REC RECESSED REF REFERENCE REQ REQUIRED RM ROOM RWL RAIN WATER LEADER RO ROUGH OPENING SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SM SURFACE MOUNTED SMS SHEET METAL SCREW SOV SHUT OFF VALVE SPEC SPECIFICATION SST STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL T&B TOP AND BOTTOM TEMP TEMPORARY TO TOP OF TOC TOP OF CURB TOD TOP OF DRAIN TOP TOP OF PARAPET TOPL TOP OF PLATE TOR TOP OF RIDGE TOS TOP OF SLAB TOW TOP OF WALL TST TOP OF STEEL TV TELEVISION TYP TYPICAL UC UNERCUT UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT BERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WH WATER HEATER WI WOODWORK INSTITUTE WIN WINDOW WP WATERPROOF WS WOOD SCREW WT WEIGHT WWF WELDED WIRE FABRIC x BY YD YARD NOTE: OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED STANDARDS IN THE BUILDING INDUSTRY. CONTACT ARCHITECT FOR NECESSARY CLARIFICATION. APPLICABLE CODES 2010 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2010 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2009 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2008 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2009 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATIONS OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2010 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2009 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2010 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2009 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE), PART 11, TITLE 24 C.C.R. 2010 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R. 2010 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. AMERICANS WITH DISABILITIES ACT PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 AUTOMATIC SPRINKLER SYSTEMS, 2010 EDITION NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED), 2007 EDITION NFPA 17AWET CHEMICAL SYSTEMS, 2002 EDITION NFPA 20 STATIONARY PUMPS, 2007 EDITION NFPA 24 PRIVATE FIRE MAINS (CALIFORNIA AMENDED), 2010 EDITION NFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) , 2010 EDITION NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES, 2007 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2008 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - 2010 CALIFORNIA BUILDING CODE (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. SYMBOL LEGEND VICINITY MAP 1. 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. 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS. 3. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 5. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 6. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE. 7. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION. 8. 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. 9. WHERE NEW CONSTRUCTION ABUTS EXISTING FINISHED SURFACES, CONTRACTOR SHALL ALIGN NEW CONSTRUCTION SO THAT NEW FINISHES ARE FLUSH WITH EXISTING. MATCH EXISTING TEXTURES AND COLORS. 10. 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. 11. 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. 12. CHANGES TO THE APPROVED DRAWINGS AND/OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4- 338, PART 1, TITLE 24, C.C.R.. 13. A CLASS 1 CERTIFIED PROJECT INSPECTOR, EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT, SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, C.C.R.. 14. ALL DIMENSIONS ARE TO GRID LINES, FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS OR FACE OF STUDS, UNLESS NOTED OTHERWISE. 15. CONTRACTOR'S SAFETY BARRICADE (TEMPORARY FENCING) SHALL BE PROVIDED BY CONTRACTOR TO PROTECT STUDENTS, FACULTY, STAFF AND PUBLIC FROM CONSTRUCTION ACTIVITIES. CONTRACTOR'S SAFETY BARRICADE SHALL PROTECT AND SECURE CONSTRUCTION AREA. TEMPORARY FENCING SHALL ALSO BE PROVIDED BY CONTRACTOR TO PROTECT AND SECURE STORAGE YARDS. EXACT LOCATION OF CONTRACTOR'S SAFETY BARRICADE AND OTHER TEMPORARY FENCING SHALL BE APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 16. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE D.S.A. FIELD ENGINEER IF DETAILS ARE NOT SHOWN OR DO NOT CONFORM TO THE APPROVED DRAWINGS. 17. COMPLY W/ CFC CHAPTER 14 FOR FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION 18. FIREPROOFING OF STRUCTURAL MEMBERS MAY NOT BE GRAPHICALLY INDICATED IN SECTIONS OR DETAILS. REFERENCE SHEET G0.2 FOR PROJECT FIREPROOFING REQUIREMENTS. GENERAL NOTES PROJECT TEAM LERCH BATES, INC VERTICAL TRANSPORTATION 14649 VINTAGE DRIVE SAN DIEGO, CA 92129 (949) 567-1833 SHEET INDEX (3 SHEETS) GENERAL (2 SHEETS) ARCHITECT (9 SHEETS) SCOPE OF WORK STATEMENT ALTERATIONS TO 4th FLOOR MEN RESTROOM. 1. REMOVE EXISTING URINALS AND RELOCATE AS SHOWN 2. REMOVE AND RELOCATE EXISTING LAVORATORIES AND MIRRORS AND RELOCATE AS SHOWN 3. RELOCATE EXISTING URINAL PARTITION AND RELOCATE AS SHOWN 4. REMOVE WALL TILES AND DRYWALL AS NECESSARY TO MODIFY PLUMBING FOR NEW INSTALLATION 5. PATCH AND REPAIR WALLS, AND REPLACE TILES TO MATCH EXISTING FINISH A8.2 INTERIOR ELEVATIONS A10.6 INTERIOR DETAILS G0.1 COVER SHEET No. Description Date ATTACHMENT B
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