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Home My WebLink About128 W MacArthur Blvd - PlanSHEET INDEX THE NOODLE LOFT 128 W MACARTHUR BLVD SANTA ANA, CA 92707 • DEMOLITION OF THE EXISTING NON-BEARING WALLS OF THE PREVIOUS TENANT SPACE. • NEW ELECTRICAL WIRING FOR COMMERCIAL KITCHEN AND OPEN DINING SPACES. INSTALLATION WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN. NEW ROUTING AND DUCTING TO BE CONNECTED TO THE EXISTING MECHANICAL UNIT. NEW PLUMBING FIXTURES AND UNDERGROUND PIPING TO BE INSTALLED. • UPGRADE TO RESTROOM TO MEET ACCESSIBILITY CODE COMPLIANCE. • INSTALLATION OF NEW VENTED HOOD AND MAKE-UP AIR SYSTEM. A. P. N.: ADDRESS: ZONING: TYPE OF CONSTRUCTION: OCCUPANCY: BUILDING AREA S.F. PROPOSED S.F.: SPRINKLERED: SCOPE OF WORK PROJECT INFORMATION K1 K1 ROOM NAME 101 A2.32 1 1 1 1 ELEVATION ALIGN DIMENSION CENTERLINE DIMENSION REVISION CLOUD KEY NOTE COLUMN GRID LINE ROOM REFERENCE SECTION REFERENCE ELEVATION REFERENCE DETAIL OR ENLARGED PLAN DATUM 7' - 6" 7' - 6" CL SHEET NUMBER VIEW NUMBER VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROW (PROJECT NORTH U.O.N.) 101 LEGEND AND SYMBOLS VICINITY MAP APPLICABLE CODE DEFERRED SUBMITTAL 3' - 9"3' - 9" AUTHORITY HAVING JURISDICTION : CITY OF SANTA ANA ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: • CITY OF SANTA ANA MUNICIPAL CODE • ORANGE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT • 2025 CALIFORNIA BUILDING CODE • 2025 CALIFORNIA ELECTRICAL CODE • 2025 CALIFORNIA PLUMBING CODE • 2025 CALIFORNIA MECHANICAL CODE • 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE • 2025 CALIFORNIA ENERGY CODE • 2025 CALIFORNIA FIRE CODE SITE FACILITY MAP PROJECT TEAM KEY NOTE A-? ? DETAIL SECTION REFERENCEA-? ? A-? 1 410-041-51 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 C4 - COMMERCIAL PLANNED SHOPPING CENTER TYPE V-B GROUP B 1,240 SQUARE FOOT N/A NO PROJECT SITE • ANSUL FIRE SUPPRESSION SYSTEM OWNER: LEGACY THAI GROUP CONTACT: SUKITTI KEERATIPRAPA E-MAIL: LEGACYTHAIGROUP@GMAIL.COM TEL: (949) 836-1777 ARCHITECT OF RECORD : SANDPIPER ARCHITECTURE CONTACT: SAMUEL PIPER E-MAIL: SANDPIPERARCHITECT@GMAIL.COM TEL: (707) 815-6742 ENGINEER OF RECORD: ERIC CHEN CONTACT: ERIC CHEN E-MAIL: HSINGYUERIC@GMAIL.COM TEL: (626) 423-8463 55 73 405 S B R I S T O L S T MACARTHUR BLVD MA I N S T BE A R S T PROJECT LOCATION BAKER ST JOHN WAYNE AIRPORT RED HILL AVE E DYER RD A.F.F.ABOVE FINISHED FLOOR A.G.ACCESSORY GROUP A.D.ACCESS DOOR ACOUS ACOUSTICAL ACT.ACOUSTICAL TILE ADD ADDENDUM ADJ ADJACENT A.C.AIR CONDITION ALT ALTERNATE ALUM ALUMINUM A.B.ANCHOR BOLT APPROX APPROXIMATE ARCH ARCHITECTURAL AD AREA DRAIN AUTO AUTOMATIC ASL ABOVE SEA LEVEL B.E.J.BRICK EXPANSION JOINT BSMT BASEMENT B.T.BATH TUB BM BEAM BRG BEARING B.M.BENCH MARK BET BETWEEN BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD BS BOTH SIDES BOT BOTTOM BRK BRICK B.C.BRICK COURSE BLDG BUILDING BUR BUILT-UP ROOFING B.O.BY OWNER CAB CABINET C.H. CABINET HEATER CHNL CHANNEL C.O.CLEAN OUT CO2 CARBON DIOXIDE CARP.CARPET C.W.CASEWORK C.I.CAST IRON C.B.CATCH BASIN CEM CEMENT CM CENTIMETER CT CERAMIC TILE CHBD CHALK BOARD CLG. CEILING CLR CLEAR COL COLUMN CONC.CONCRETE CMU CONCRETE MASONRY UNIT COND CONDUCTIVE C.S.V CONDUCTIVE SHEET VINYL CONT.CONTINUOUS CLL CONTRACT LIMIT LINE CONTR CONTRACTOR C.J.CONTROL JOINT CONV CONVECTOR C.G.CORNER GUARD CORR CORRIDOR C.S.COUNTER SINK CRS COURSE C.R.CURTAIN ROD C.R.-1 CRASH RAIL DEM DEMOLISH/DEMOLITION DET.DETAIL DIAG DIAGONAL DIA. DIAMETER DIFF. DIFFUSER DIM. DIMENSION DISP.DISPENSER DO DITTO DR DOOR DBL DOUBLE DN DOWN DS DOWNSPOUT DWG.DRAWING D.F.DRINKING FOUNTAIN EA EACH ELEC.ELECTRICAL ELEC. CAB ELECTRIC CABINET EPNL ELECTRIC PANEL EWC ELECTRIC WATER COOLER EL ELEVATION ELEV. ELEVATOR EQ EQUAL E.O.EQUIPMENT BY OWNER EX EQUIPMENT, X-RAY EX.F EXHAUST FAN (E)EXISTING EXP. JT.EXPANSION JOINT EXP'D EXPOSED EXT EXTERIOR E.I.F.S.EXTERIOR INSULATION & FINISH SYSTEM FB FACE BRICK F.C.U.FAN COIL UNIT F.D.C.FIRE DEPARTMENT CONNECTIONS F.N.V.FEM. NAPKIN VENDOR FIN.RAD.FIN TUBE RADIATION FIN FINISH F.A.FIRE ALARM FEC FIRE EXTINGUISHER CAB FHC FIRE HOSE CABINET F.H.FIRE HYDRANT F.P.FIRE PROOFING FHMS FLAT HEAD MACH.SCREW FHWS FLAT HEAD WOOD SCREW FL. FLOOR F.D.FLOOR DRAIN FR FRAME F.S. FINISH SLAB FT FOOT FTG FOOTING FDTN FOUNDATION FUR FURRING FUR. CH.FURRING CHANNEL/S F.W.FULL WIDTH F.W.C.FABRIC WALL COVERING GAL GALLON GALV.GALVANIZED GI GALVANIZED IRON GA GAGE G.C.GENERAL CONTRACT GL GLASS G.B.GRAB BAR GSF GROSS SQUARE FEET G.W.B.GYPSUM WALL BOARD HR-1 HANDRAIL HDNR HARDENER HDW HARDWARE HD.WD.HARDWOOD HTR HEATER HTG HEATING HVAC HEATING, VENTILATION & AIR CONDITIONING HT HEIGHT HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB H.C.HOSE CABINET H.C.U.HOSPITAL CASEWORK UNIT H.C.T.HOSPITAL CUBICAL TRACK H.PL. HOT PLATE H.P.L.HIGH PRESSURE PLASTIC LAMINATE H.W.HOT WATER HR HOUR INCIN.INCINERATOR I.D.INSIDE DIAMETER INSUL. INSULATE(D)(ION) INS. GL INSULATED GLASS INT INTERIOR IV INTRAVENOUS INV INVERT JAN JANITOR JT JOINT KIT KITCHEN KO KNOCK OUT L.C.LABORATORY CASEWORK LEV LOW EMISSION VEHICLE LAM LAMINATED LAV.LAVATORY L.GL.LEADED GLASS LH LEFT HAND LGT LENGTH LT LIGHT LT.P LIGHT PANEL LTWT LIGHT WEIGHT L.F.LINEAR FEET LTL LINTEL LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LVR LOUVER L.P.LOW POINT MACH MACHINE M.H.MANHOLE MFR MANUFACTURER MARB MARBLE MAS MASONRY M.O.MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MC MEDICINE CABINET MEMB MEMBRANE MET METAL MTD MOUNTED M.T.P.METAL TOILET PARTITION MET. TM METAL TRIM M.W.U.MILLWORK UNIT MIN. MINIMUM MISC.MISCELLANEOUS MOD MODULAR M.H.MOP HOPPER MOV MOVABLE MULL MULLION (N)NEW NAT NATURAL N.L. NIGHT LIGHT N2O NITROUS OXIDE NRC NOISE REDUCTION COEIF. N.I.C. NOT IN CONTRACT N.T.S.NOT TO SCALE NOM NOMINAL NO. NUMBER OBS OBSCURE O.C.ON CENTER OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND O.D.OUTSIDE DIAMETER OHMS OVAL HEAD MACH. SCREW OHWS OVAL HEAD WOOD SCREW OA OVERALL OH OVERHEAD O2 OXYGEN PNT PAINT(ED) PNL PANEL P.T.D PAPER TOWEL DISPENSER P.T.R.PAPER TOWEL RECEPTACLE P.BD.PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PG.BD.PEG BOARD PLAS.PLASTER P.LAM PLASTIC LAMINATE PL PLATE PL.GL.PLATE GLASS PLMB PLUMBING PMLD PREMOLDED PWD PLYWOOD PT POINT PPGL POLISHED PLATE GLASS PPTGL POLISHED PLATE TEMPERED GLASS PPWGL POLISHED PLATE WIRE GLASS PVC POLYVINYL CHLORIDE PCF POUNDS PER CU.FT. PSI POUNDS PER SQ. INCH PSF POUNDS PER SQ.FT. P.P.POWER PANEL PCP PRECAST CONCRETE PANEL PRE. FAB. PREFABRICATED PREF. PREFINISHED PSC PRE-STRESS CONC. PROJ PROJECTION PL PROPERTY LINE PTDF PRESSURE TREATED DOUGLAS FIR QTY QUANTITY QT QUARRY TILE RAD RADIUS R.W.L.RAIN WATER LEADER RECPT.RECEPTACLE, ELECTRIC REC.RECESS(ED) RE:REFER TO R.C.P.REFLECTED CEILING PLAN REFR.REFRIGERATOR REG. REGISTER REINF. REINFORCE(D)(ING) REQ'D REQUIRED RES RESILIENT R.C.P.REINF. CONC. PIPE RET RETURN RA RETURN AIR RVS REVERSE REV REVISION RH RIGHT HAND ROW RIGHT OF WAY R RISER RVT RIVET R.D.ROOF DRAIN RFH ROOF HATCH R.V.ROOF VENT RFG ROOFING RM ROOM R.F.S.ROOM FINISH SCHEDULE RO ROOF OPENING RND ROUND RBL RUBBLE STONE S.A.M.F.SELF-ADHERED MEMBRANE FLASHING SDL SADDLE S.N.C.SAN. NAP. CABINET S.N.D.SAN.NAP.DISPOSER STC SEALANT STG SEATING SECT.SECTION S.S.SERVICE SINK S.B.SHAMPOO BOWL SHTH SHEATHING SHT SHEET SH SHELF, SHELVING SHR SHOWER SIM. SIMILAR S SINK S.DI.SOAP DISPENSER SPKR SPEAKER S.F.C. SPECIAL FLR. COATING S.W.C.SPECIAL WALL COATING S.O.G SLAB ON GRADE SPEC.SPECIFICATIONS SQ SQUARE SST STAINLESS STEEL SP STAND PIPE STD STANDARD STL STEEL STER STERILIZER SD STORM DRAIN S.G.T.STRUCTURAL GLAZED TILE STRUCT STRUCTURAL SUSP.SUSPENDED S.V.SHEET VINYL SW SWITCH SWBD SWITCH BOARD SYM SYMMETRICAL T.B.TACKBOARD T.P.TANGENT POINT TEL TELEPHONE TEMP TEMPERATURE TEMP. GL.TEMPERED GLASS TER.TERRAZZO TEX.TEXTURE THK THICK(NESS) THR THRESHOLD T.D.TISSUE DISPENSER T TOILET (FIXTURE) TPH TOILET PAPER HOLDER T&G TONGUE & GROOVE T.O.S.TOP OF STEEL T.O.B TOP OF BEAM T.O.C.TOP OF COLUMN T.O.F.TOP OF FASCIA T.O.FTG TOP OF FOOTING T.O.P.TOP OF PARAPET T.O.W.TOP OF WALL TB TOWEL BAR TYP TYPICAL U.C.UNDERCUT U/C UNDER COUNTER U.C.L.UNDER COUNTER LIGHT U.L.UNDERWRITERS LABORATORIES INC. UNGND UNDERGROUND U.H.UNIT HEATER U.V.UNIT VENTILATOR U.O.N.UNLESS OTHERWISE NOTED UR URINAL UPH.UPHOLSTERY V.T.R.VENT THROUGH ROOF VENT VENTILATOR V.I.F.VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE V.C.T.VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING V VINYL VT VINYL TILE WSCT WAINSCOT W WASTE WC WATER CLOSET W.L.WATER LINE WS WEATHER STRIP WT WEIGHT WWF WELDED WIRE FABRIC W.C.D.F.WHEELCHAIR DRINKING FOUNTAIN WG WIRE GLASS W.M.P.WIRE MESH PARTITION W/WITH W/O WITHOUT WD WOOD W.R.B. WATER-RESISTANT BARRIER (WEATHER-RESISTANT BARRIER) ABBREVIATIONS *NOTE -FIRE SUPPRESSION SYSTEM BUILT INTO HOOD AND COMMERCIAL KITCHEN 2 WEST MACARTHUR MA I N S T R E E T 55 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : US E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 2 2 P M G-001 PROJECT INFORMATION 2510 Au t h o r SHEET # SHEET NAME 1 - GENERAL G-001 PROJECT INFORMATION G-101 GENERAL NOTES G-110 CALIFORNIA GREEN BUILDING STANDARD CODE G-111 CALIFORNIA GREEN BUILDING STANDARD CODE G-112 CALIFORNIA GREEN BUILDING STANDARD CODE G-113 CALIFORNIA GREEN BUILDING STANDARD CODE G-120 CODE ANALYSIS G-140 ADA SITE AND PARKING DETAILS G-141 ACCESSIBILITY DETAILS & NOTES G-142 ACCESSIBILITY DETAILS & NOTES 2 - ARCHITECTURE A-001 AS-BUILT REFERENCE A-010 SITE PLAN A-100 DEMO FLOOR PLAN A-200 FLOOR PLAN A-201 FINISH FLOOR PLAN A-210 RCP AND ROOF PLAN A-300 SECTIONS A-310 EXTERIOR ELEVATIONS A-400 ENLARGED PLANS A-401 INTERIOR ELEVATIONS A-402 INTERIOR ELEVATIONS A-500 DETAILS A-501 DETAILS A-600 DOOR AND WINDOW SCHEDULE A-700 EQUIPMENT CUTSHEETS A-701 EQUIPMENT CUTSHEETS 3 - MECHANICAL M-001 MECHANICAL COVER SHEET M-200 MECHANICAL PLANS M-500 MECHANICAL DETAILS M-701 MECHANICAL CUTSHEETS M-702 WALK-IN REFRIGERATOR M-800 TITLE 24 COMPLIANCE 4 - ELECTRICAL E-001 ELECTRICAL COVER SHEET E-200 ELECTRICAL PLANS E-600 PANEL AND SINGLE LINE DIAGRAM E-700 ELECTRICAL CUTSHEETS 5 - PLUMBING P-001 PLUMBING COVER SHEET P-200 PLUMBING PLANS P-500 PLUMBING DETAILS P-700 PLUMBING CUTSHEETS P-701 PLUMBING CUTSHEETS P-800 TITLE 24 COMPLIANCE 6-SHOP DWG 1 HOOD EQUIPMENT CUTSHEETS 2 HOOD EQUIPMENT CUTSHEETS 3 HOOD EQUIPMENT CUTSHEETS 4 HOOD EQUIPMENT CUTSHEETS 5 HOOD EQUIPMENT CUTSHEETS 6 HOOD EQUIPMENT CUTSHEETS 7 HOOD EQUIPMENT CUTSHEETS TOTAL: 49 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 THESE PLANS ARE THE PROPERTY OF IDS GROUP INC., AND ARE NOT TO BE USED FOR ANY OTHER THAN THE LOCATION SHOWN HEREON. 1. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON. 2. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS OTHERWISE NOTED. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL. REQUEST FOR SUBSTITUTIONS SHALL BE IN ACCORDANCE WITH SECTION 01 25 00 OF SPECIFICATIONS. A. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. B. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY. 1. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO COMMENCING WORK. 2. THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS DONE IN A PROFESSIONAL WORK-MAN-LIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY NEW AND/OR EXISTING MATERIALS OR ITEMS INDICATED TO REMAIN DAMAGED BY ANY CAUSE DURING CONSTRUCTION. 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL, PRIOR TO THE SUBMISSION OF HIS BID OR PERFORMANCE OF WORK, NOTIFY THE OWNER OF ANY WORK CALLED OUT ON THE DRAWINGS OR IN THE SPECIFICATIONS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED OR WARRANTED FROM DEFECTIVE WORKMANSHIP OR MATERIAL DEFECTS. 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTIONS TO THE DETAIL. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND CURRENT TRADE PRACTICE AND SHALL BE INCLUDED AS PART OF THIS PROJECT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHES AT POINT OF CONNECTIONS FOR ALL WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL) FINISHES WILL MATCH THOSE SPECIFIED OR EXISTING IN LINE, TEXTURE AND FINISH. SPOT PAINTING IS NOT ACCEPTABLE. NEW FINISHES SHALL BE FROM CORNER TO CORNER, FLOOR TO CEILING, ETC. 6. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. WHERE EXISTING MATERIALS ARE INDICATED TO BE SALVAGED, CONTRACTOR SHALL INVENTORY, CLEAN,BOX PROTECT, AND STORE ITEMS FOR REUSE ON THE PROJECT. ITEMS NOT REUSED SHALL BE RETURNED TO OWNER. 7. COORDINATION: THE GENERAL AND EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER SUB CONTRACTORS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL BUILDING ELEMENTS. THEIR REQUIRED OPENINGS CLEARANCES SUPPORT SYSTEMS ARE ALL INTERCONNECTED AND COORDINATED. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR BEING AWARE OF ALL CONDITIONS THAT AFFECT THEIR WORK. NOTIFY OWNER, IN WRITING, WITHIN 3 WORKING DAYS OF AWARD OF CONTRACT, OF THE PROPOSED DELIVERY SCHEDULE, OF ANY EQUIPMENT, FINISHES OR MATERIAL, FOR WHICH THAT SCHEDULE WILL PREVENT THE INSTALLATION FROM BEING COMPLETED AT THE TIME OF THE SCHEDULED PROJECT COMPLETION. 9. COORDINATION OF WORK: 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. THE DRAWINGS SHALL NOT BE SCALED. 11. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF CALIFORNIA BUILDING CODE, ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. IN CASE OF CONFLICTING INFORMATION, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 12. GENERAL CONTRACTOR TO ARRANGE INSPECTIONS AT APPROPRIATE INTERVALS. CONTRACTOR TO INCLUDE CONSTRUCTION MANAGER BY NOTIFYING AT LEAST 36 HOURS AHEAD OF THE CITY INSPECTION TIME. 13. ALL CONTRACTOR'S WORK SHALL BE OF THE QUALITY TO PASS INSPECTIONS BY LOCAL AND STATE AUTHORITIES, LENDING INSTITUTIONS, THE ARCHITECT AND ENGINEERS, INSPECTOR OF RECORD, AND OWNER. ANY ONE OR ALL OF THE ABOVE MENTIONED INSPECTORS MAY INSPECT TRADE(S) AT ANY TIME, AND ANY CORRECTIONS NEEDED TO MEET THE REQUIRED QUALITY OF CONSTRUCTION SHALL BE DONE IMMEDIATELY AFTER NOTIFYING THE ARCHITECT AND THE OWNER FOR APPROVAL. 14. THE CONTRACTOR/SUB-CONTRACTORS SHALL INSPECT THE SITE PRIOR TO START OF CONSTRUCTION AND NOTIFY OWNER AND THE ARCHITECT OF ANY EXISTING CONDITIONS THAT MAY AFFECT THE WORK INCLUDING ELEMENTS THAT MAY BE SUBJECT TO DAMAGE DURING DEMOLITION AND RENOVATION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO START OF CONSTRUCTION AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN THE EXISTING DIMENSIONS AND THE DRAWING DIMENSIONS THAT MAY AFFECT THE WORK. THE CONTRACTOR SHALL OBTAIN DIRECTION FROM OWNER ON RESOLUTION OF THE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND DIMENSIONS AND DRAWINGS PRIOR TO STARTING ANY WORK THAT MAY BE AFFECTED BY SUCH DISCREPANCIES. 15. CLEANUP: TYPICALLY EACH SUBCONTRACTOR IS HELD RESPONSIBLE FOR CLEANUP OF THE WORK OF HIS TRADE BY THE GENERAL CONTRACTOR. HOWEVER, THE GENERAL CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR CONTINUOUS CLEANUP AS THE JOB PROGRESSES, AND FINAL CLEANUP UPON SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP AND REMOVING FROM THE JOB SITE ALL TRASH AND DEBRIS, IMMEDIATELY UPON COMPLETION OF HIS DAILY WORK. CONTINUOUS CLEANUP SHALL KEEP THE JOB FREE AT ALL TIMES FROM UNREASONABLE BUILDUP OF DEBRIS, WRAPPERS, CONTAINERS, WASTE MATERIALS, ETC., WHICH MAY CAUSE ACCIDENTS, UNDUE HARDSHIP ON THE TRADESMAN, AND WORK PROGRESS. FINAL CLEANUP INCLUDES CLEANING OF ALL SURFACES TO A "LIKE NEW" CONDITION AND PREPARING THE BUILDING FOR ITS INTENDED USE. 16. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE SITE AND ADJACENT AREAS IN A CLEAN, NEAT, AND ORDERLY MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE ONLY FOR DEBRIS THAT IS A RESULT OF THE WORK, INCLUDING ANY THAT MAY RESULT FROM THE WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS OWN REFUSE CONTAINERS AND SHALL AT NO TIME USE THE BUILDING REFUSE CONTAINERS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 18. CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-10BC WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILD OUT AREA DURING CONSTRUCTION. 19. OBTAIN ALL CAL / OSHA CONSTRUCTION ACTIVITY PERMITS, PRIOR TO OBTAINING THE BUILDING PERMIT, AS REQUIRED BY AND IN ACCORDANCE WITH CCR TITLE 8, SECTION 341. 20. DEMARCATE AND NOTIFY THE REGIONAL NOTIFICATION CENTER (DIG ALERT, 811) AT LEAST TWO WORKING DAYS PRIOR TO ANY EXCAVATIONS. 21. HOLD ON-SITE MANDATORY CONSTRUCTION AND SAFETY MEETINGS WEEKLY. 1. THE SCOPE OF THIS PROJECT IS AS GENERALLY DEPICTED IN THESE INSTRUMENTS OF SERVICE AS PART OF THE CONTRACT DOCUMENTS. WORK INCLUDING: POINTS OF CONNECTION, NOT SPECIFICALLY DEPICTED, THAT NEED TO BE MADE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL WORK PERFORMED EVEN IN REMOTE AREAS OF THE BUILDING OR SITE, PERTAINING TO THIS PROJECT SHALL COMPLY WITH THE INTENT OF CONTRACT DOCUMENTS. 2. THESE CONTRACT DOCUMENTS COVER THE FURNISHING AND INSTALLATION OF MATERIALS AND WORK AS CALLED FOR ON THE DRAWINGS OR IN THE SPECIFICATIONS (OR IN BOTH) WHICH ARE BOUND SEPARATELY AND ARE A PART OF THE CONTRACT. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE FINALIZING THEIR BID AND BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. GENERAL REQUIREMENTS, DESCRIBING THE PROJECT'S ADMINISTRATIVE REQUIREMENTS AND THE PHYSICAL ASPECTS OF CONSTRUCTION, ARE PROVIDED WITHIN EACH PROFESSIONAL DISCIPLINE'S PROJECT SPECIFICATION AND GENERAL NOTATION. GENERAL REQUIREMENTS ARE NOT LIMITED TO THE INSTRUMENT OF SERVICES AND MAY EXTEND TO THE CONTRACT DOCUMENTS AND OWNER REQUIREMENTS. 4. THE PROJECT SPECIFICATIONS CONSISTING OF THE WRITTEN REQUIREMENTS FOR MATERIAL, EQUIPMENT, SYSTEMS, STANDARDS AND WORKMANSHIP FOR THE WORK, AND PERFORMANCE OF RELATED SERVICES ARE CONTAINED WITHIN EACH OF THE ARCHITECT AND THE ARCHITECT'S INSTRUMENT OF SERVICES. REFER TO GENERAL NOTES FOR ADDITIONAL PROJECT STANDARDS INFORMATION. DOCUMENTS INDICATED AS 'REFERENCE DOCUMENT' ARE NOT CONSIDERED INSTRUMENTS OF SERVICES AND ARE BEING ISSUED TO PROVIDE ASSISTANCE DURING THE REGULATORY AGENCY CONTRACT DOCUMENT REVIEW. 5. OVERALL AND BUILDING SCOPE DIAGRAMS PROVIDE GUIDLINE TO IDENTIFY THE LIMIT OF SCOPE. 6. THESE DRAWINGS ARE BASED ON FIELD OBSERVATION AND DOCUMENTS FURNISHED BY THE OWNER. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR OF ANY DISCREPANCIES OR OTHER QUESTIONS PERTAINING TO THE CONTRACT DOCUMENTS.. IF OBVIOUS OMISSIONS OR CONTRADICTORY SITUATIONS IN THE CONTRACT DOCUMENTS ARE DISCOVERED TO EXIST, THEY SHOULD BE IMMEDIATELY CALLED TO THE ATTENTION OF ARCHITECT FOR CLARIFICATION. 7. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED BY A PLUS/MINUS DIMENSION. DETAILED DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF DIMENSIONS ON PLANS WITH ACTUAL FIELD DIMENSIONS. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. CONTRACTOR SHALL NOT START ANY CONSTRUCTION OR ANY OFF-SITE FABRICATION OF MATERIALS UNTIL THE DRAWINGS DIMENSIONS ARE VERIFIED WITH ACTUAL FIELD CONDITIONS. DO NOT SCALE DRAWINGS. 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS THAT THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT OF BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 9. WORK INCLUDES DEMOLITION, REMOVAL AND REINSTALLATION WHERE REQUIRED. REMOVE, REVISE, RELOCATE AND REINSTALL AS REQUIRED. 10. IT IS NOT THE RESPONSIBILITY OF THE ARCHITECT OR GENERAL CONTRACTOR TO ENSURE THAT AREAS OF THE BUILDING, NOT DESCRIBED WITHIN THE SCOPE OF THIS PROJECT COMPLY WITH CURRENT CALIFORNIA BUILDING CODES, LOCAL CODES AND ORDINANCES (ORD. NO. 2024-05) . IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE BUILDING, SO AS TO PROVIDE FOR THE SAFETY AND COMFORT OF THE OCCUPANTS. THIS INCLUDES ALL LIFE SAFETY FEATURES SUCH AS FIRE ALARM, FIRE- SPRINKLERS, NURSE CALL, EXIT ENCLOSURE, HANDICAP ACCESSIBILITY, ETC.. THIS ALSO INCLUDES MAINTAINING THE BUILDING FREE OF HAZARDOUS MATERIALS I.E., CHEMICALS AS DESCRIBED BY STATE OR FEDERAL AGENCIES AS "HAZARDOUS", INCLUDING ASBESTOS. 1. THE CONTRACTOR SHALL INSTALL A VISUAL BARRIER (E.G., GREEN MESH FABRIC) ALONG THE PERIMETER OF CONSTRUCTION SITES FOR VERTICAL CONSTRUCTION PROJECTS. THIS REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO SITE WORK. 2. DUST CONTROL. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH SCAQMD RULES 402 AND 403, WHICH SHALL ASSIST IN REDUCING SHORT-TERM AIR POLLUTANT EMISSIONS. SCAQMD RULE 402 REQUIRES THAT AIR POLLUTANT EMISSIONS NOT BE A NUISANCE OFF SITE. SCAQMD RULE 403 (TABLES 1, 2, AND 3 OF RULE 403) REQUIRES THAT FUGITIVE DUST BE CONTROLLED WITH THE BEST AVAILABLE CONTROL MEASURES SO THAT THE PRESENCE OF SUCH DUST DOES NOT REMAIN VISIBLE IN THE ATMOSPHERE BEYOND THE PROPERTY LINE OF THE EMISSION SOURCE. THIS REQUIREMENT SHALL BESUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO SITE WORK. 3. ARCHITECTURAL COATINGS. ARCHITECTURAL COATINGS SHALL BE SELECTED SO THAT THE VOC CONTENT OF THE COATINGS IS COMPLIANT WITH SCAQMD RULE 1113. THIS REQUIREMENT SHALL BE SUBMITTED TO THE ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO COATING WORK. 4. CONTRACTOR TO REDUCE PROJECT CONSTRUCTION AIR QUALITY IMPACTS DURING CONSTRUCTION. THE FOLLOWING TO BE IMPLEMENTED BY CONTRACTOR DURING CONSTRUCTION: CONSTRUCTION ACTIVITIES INCLUDING ADDITIONS, ALTERATIONS, AND DEMOLITIONS SHALL PROVIDE PEDESTRIAN PROTECTION PURSUANT TO SECTION 3306 OF THE CALIFORNIA BUILDING CODE. TO DETERMINE THE TYPE OF PROTECTION REQUIRED FOR PEDESTRIANS,MEASURE THE ULTIMATE HEIGHT OF CONSTRUCTION WITH CONSIDERATION FOR BUILDING SETBACKS AND PROJECTIONS FROM THE BUILDING. FOR SLOPING SITES, MEASURE THE HEIGHT OF THE BUILDING FROM CONSTRUCTION EDGE OF THE WALKWAY AND THE SETBACK DISTANCE BETWEEN THE WALKWAY AND THE BUILDING LINE. BELOW ARE REQUIREMENTS TO BE ADDRESSED IN THE DESIGN OF PEDESTRIAN PROTECTIONS: 1. WALKWAYS SHALL PROVIDE SUFFICIENT WIDTH WITH THE MINIMUM OF 4 FT. CLEAR. 2. DIRECTIONAL BARRICADES SHELL BE PROVIDED AS NEEDED WHERE THE WALKWAY EXTENDS INTO THE STREET. 3. CONSTRUCTION RAILINGS SHALL BE AT LEAST 42 INCHES IN HEIGHT. 4. BARRIERS SHALL BE A MINIMUM OF 8 FT. IN HEIGHT AND BE DESIGNED TO RESIST LOADS REQUIRED. 5. SUCH PROTECTION SHALL BE MAINTAINED IN PLACE AND KEPT IN GOOD ORDER. UNTIL WORK IS COMPLETED. 6. WHENEVER A WALKWAY MUST EXTEND INTO THE ROADWAY, A RAILING IS REQUIRED ON THE STREET SIDE. 7. CONSTRUCTION STAFF TO ENTER PREMISES THROUGH REAR ENTRANCE. A. THE CONTRACTORS SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS SIZES AND POSITIONS OF ALL SYSTEMS, EQUIPMENT, MOUNTING, AND ATTACHMENTS RELATING TO THE WORK. B. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL DIMENSIONS SIZES AND POSITIONS OF OPENINGS IN SLABS AND WALLS NECESSARY TO THE INSTALLATION OF THE WORK. C. ALL EQUIPMENT, CONTROLS AND TERMINATIONS SHALL BE POSITIONS FOR SAFE, DIRECT AND EASY ACCESS. D. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE APPROVED DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE ENGINEER'S DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT. IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT. E. CONTRACTOR SHALL COORDINATE WORK WITH HVAC, MECHANICAL, ELECTRICAL, PLUMBING, DESIGN BUILD FIRE PROTECTION AND STRUCTURAL DRAWINGS AND REPORT TO IDS GROUP ANY DISCREPANCIES FOR CORRECTION AND ADJUSTMENT PRIOR TO START OF WORK. NO ALLOWANCE WILL BE MADE FOR INCREASED COST DUE TO THE CONTRACTOR’S LACK OF COORDINATION. A. WATER ACTIVE SITES AT LEAST TWICE DAILY. B. APPLY WATER THREE TIMES DAILY, OR NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS, TO ALL UNPAVED PARKING OR STAGING AREAS OR UNPAVED ROAD SURFACES. C. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED. D. PAVE ROAD AND ROAD SHOULDERS. E. INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT THE CONSTRUCTION SITE ONTO PAVED ROADS OR WASH OFF TRUCKS AND ANY EQUIPMENT LEAVING THE SITE EACH TRIP. F. APPLY NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS TO ALL INACTIVE CONSTRUCTION AREAS (PREVIOUSLY GRADED AREAS INACTIVE FOR TEN DAYS OR MORE). G. SUSPEND ALL EXCAVATING AND GRADING OPERATIONS WHEN WIND SPEEDS(AS INSTANTANEOUS GUSTS) EXCEED 25 MILES PER HOUR. H. SWEEP STREETS AT THE END OF THE DAY IF VISIBLE SOIL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS. I. APPOINT A CONSTRUCTION RELATIONS OFFICER TO ACT AS A COMMUNITY LIAISON CONCERNING ON-SITE CONSTRUCTION ACTIVITY, INCLUDING RESOLUTION OF ISSUES RELATED TO PM10 GENERATION. J. REQUIRE ALL VEHICLES AND EQUIPMENT TO BE PROPERLY TUNED AND MAINTAINED ACCORDING TO MANUFACTURERS' SPECIFICATIONS. A. WINDOWS: ALL WINDOWS AND SLIDING GLASS DOORS SHALL BE WELL FITTED, WELL WEATHER-STRIPPED ASSEMBLIES AND SHALL HAVE A MIN. UPGRADED SOUND TRANSMISSION CLASS (STC) RATING OF 30 FOR ALL RESIDENTIAL UNITS WITHIN THE PROJECT BUILDING. B. DOORS: ALL EXTERIOR DOORS SHALL BE WELL WEATHER-STRIPPED SOLID CORE ASSEMBLIES AT LEAST ONE AND THREE-FOURTH-INCH THICK. C. WALLS: AT ANY PENETRATIONS OF EXTERIOR WALLS BY PIPES, DUCTS, OR CONDUITS, THE SPACE BETWEEN THE WALL AND PIPES, DUCTS, OR CONDUITS SHALL BE CAULKED OR FILLED WITH MORTAR TO FOR AN AIRTIGHT SEAL. D. ROOF: ROOF SHEATHING OF WOOD CONSTRUCTION SHALL BE WELL FITTED OR CAULKED PLYWOOD OF AT LEAST 1/2" THICK. CEILING SHALL BE WELL FITTED, FULLY SEALED GYPSUM BOARD OF AT LEAST 1/2" THICK. INSULATION WITH AT LEAST A RATING OF R-19 SHALL BE USED IN THE ATTIC SPACE. E. VENTILATION: ARRANGEMENTS FOR ANY HABITABLE ROOM SHALL BE SUCH THAT ANY EXTERIOR DOOR OR WINDOW CAN BE KEPT CLOSED WHEN THE ROOM IS IN USE AND STILL RECEIVE CIRCULATED AIR. A FORCED AIR CIRCULATION SYSTEM (E.G. AIR CONDITIONING) OR ACTIVE VENTILATION SYSTEM (E.G. FRESH AIR SUPPLY) SHALL BE PROVIDED WHICH SATISFIES THE REQUIREMENTS OF THE UNIFORM BUILDING CODE. 8. CONTRACTOR TO SUBMIT EVIDENCE TO THE ARCHITECT AND OWNER THAT THE FOLLOWING NOISE REDUCTION MEASURES AS STATED ON THE CONSTRUCTION PLANS AND SPECIFICATIONS ARE BEING IMPLEMENTED: A. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO HAUL ROUTES ESTABLISHED BY THE LOCAL CITY ORDINANCE. B. STATIONARY EQUIPMENT (SUCH AS GENERATORS AND AIR COMPRESSORS) SHALL BE LOCATED AS FAR FROM RESIDENCES, INCLUDING HOTEL ROOMS, AS FEASIBLE. C. EQUIPMENT MAINTENANCE AND STAGING AREAS SHALL BE LOCATED AS FAR AWAY FROM RESIDENCES AS FEASIBLE. D. CONSTRUCTION EQUIPMENT SHALL BE FITTED WITH MANUFACTURER'S STANDARD, OR BETTER, NOISE-SHIELDING AND MUFFLING DEVICES TO REDUCE NOISE LEVELS TO THE MAXIMUM EXTENT FEASIBLE. E. THE PROJECT OWNER/DEVELOPER SHALL DESIGNATE A CONSTRUCTION COMPLAINT MANAGER FOR THE PROJECT. A TELEPHONE CONTACT NUMBER SHALL BE CLEARLY POSTED AT ALL ACTIVE ACCESS POINTS. 5. NOISE GENERATING: CONSTRUCTION, REPAIR, REMODELING, OR GRADING IS ALLOWED, PROVIDED IT DOES NOT OCCUR BETWEEN 8:00 P.M. AND 7:00 A.M. ON WEEKDAYS (INCLUDING SATURDAY) OR AT ANY TIME ON A SUNDAY OR FEDERAL HOLIDAY 6. CONTRACTOR TO INSTALL WINDOW ASSEMBLIES THAT ARE TESTED AND CERTIFIED TO PREVENT THE INTRUSION OF EXTERIOR NOISE SO THAT THE INTERIOR NOISE LEVEL WITH WINDOWS CLOSED, ATTRIBUTABLE TO EXTERIOR SOURCES, SHALL NOT EXCEED 45 DBA CNEL IN ANY HABITABLE ROOM. THIS REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL. 7. PER CITY ORDINANCE, CONTRACTOR TO SATISFY CITY GUIDELINES OF 45 DBA CNEL INTERIOR NOISE LEVEL STANDARD, ALL UNITS WILL REQUIRED A MIN. EXTERIOR TO INTERIOR NOISE REDUCTION (NR) OF UP TO 23.8 DBA AND A WINDOWS CLOSED CONDITION REQUIRING A MEANS OF MECHANICAL VENTILATION (E.G. AIR CONDITIONING). IN ORDER TO MEET THE CITY GUIDELINES OF 45 DBA CNEL INTERIOR NOISE STANDARDS THE PROJECT SHALL PROVIDE THE FOLLOWING NOISE MITIGATION MEASURES:1. EXIT DOORS SHALL BE OF THE PIVOTED OR IDE-HINGEDSWINGING TYPE. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL W HEN THE AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR MORE. 2. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NOTE ALSO THAT FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 3. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS OF ROOMS, CORRIDORS, STAIRWAYS, HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS. 4. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS IN COMPLIANCE WITH THE CODE OF JURISDICTION. 5. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE OF THE DOOR. 6. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP 'A' OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE (CBC 1008.1.9). 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 44" A.F.F. 8. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAT 90min. IN CASE OF PRIMARY POWER LOSS (CBC 1011.2 - 1011.5.3) 9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 1. FURNISH AND INSTALL SUPPORTS AND OTHER NECESSARY FINISH MATERIALS FOR A COMPLETE SIGNAGE INSTALLATION. 2. HANDICAPPED SIGNAGE / IDENTIFICATION A. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE BY PHYSICALLY HANDICAPPED PERSONS. B. LETTERS AND NUMBERS ON SIGNS HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. C. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. D. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. E. ALL SANITARY FACILITIES WILL BE PROVIDED WITH APPROPRIATE IDENTIFICATION SYMBOLS. 1. ALL GLAZING SHALL COMPLY WITH C.P.S.C. 16 C.F.R. AND CBC. 2. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS SHALL BE APPROVED FOR IMPACT HAZARD PER C.B.C. SECTION 2406. PROVIDE IDENTIFICATION OF GLAZING PER SECTION 2406.2 3. PROVIDE TEMPERED GLASS AS REQUIRED BY CBC SECTION 2406 AND BY OTHER APPLICABLE CODES. 1. MECHANICAL DUCTS, ETC. PENETRATING FIRE-RATED CEILINGS AND FIRE WALLS SHALL BE CORRESPONDINGLY RATED OR DAMPERED. CABINETS, ELECTRICAL PANELS, LIGHTS, ETC. RECESSED INTO FIRE RATED WALLS OR CEILINGS SHALL BE BACKED WITH CORRESPONDING FIRE-RESISTIVE CONSTRUCTION AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE FIRE PROTECTION. 2. FIRE RESISTIVE ASSEMBLIES FOR PROTECTION OF OPENINGS SHALL COMPLY WITH CBC CHAPTER 7. 3. PENETRATION OF FIRE RATED ASSEMBLIES WHICH REQUIRE OPENING PROTECTION SHALL BE FIRE STOPPED. FIRE STOPPING SHALL BE IDENTICAL TO AN APPROVED UNDERWRITERS LABORATORIES (UL) LISTED ASSEMBLY WITH AN "F" OF "T" RATING. PENETRATIONS MUST ALSO CONSIST OF APPROVED MATERIALS FOR THROUGH WALL PENETRATIONS FIRE STOP SYSTMEMS AS PRESCRIBED IN CBC STANDARD 7-5 FIRE RATING FOR FIRE STOP SYSTEMS SHALL BE EQUAL TO THE ASSEMBLY PENETRATED. (709.6, CBC) 4. SHAFT ENCLOSURES: OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE ENCLOSED IN A SHAFT OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION IF PENETRATING A 1-HOUR FIRE RATED FLOOR ASSEMBLY. SHAFTS SHALL INCLUDE A GYPSUM BOARD HORIZONTAL TERMINATION AT BOTTOM, ENGINEERED BY GENERAL CONTRACTOR. PROTECTION FOR STAIRWAYS SHALL BE AS SPECIFIED IN CODE OF JURISDICTION. 3. AREA AND OCCUPANCY SIGNAGE REQUIREMENTS OCCUPANT LOAD SIGN SHALL BE POSTED IN EACH MEETING ROOM, ASSEMBLY ROOM OR SIMILAR PURPOSE ROOM HAVING AN OCCUPANT LOAD OF 50 OR MORE. 4. EXIT SIGNS SHALL BE POSTED OVER EXITS DOORS SERVING 50 OR MORE AND ALL HAZARDOUS AREAS. MINIMUM LETTER HEIGHT IS 6" AND SHALL CONFORM WITH CBC AND LOCAL CODES. CBC SECTION 1003.2.8 AND UFC SECTION 12113A. SEE ELECTRICAL PLANS FOR LOCATIONS AND FURTHER INFO. 5. AN APPROVED SIGN SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS. THE SIGN SHALL INDICATE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIRWAY, AND THE IDENTIFICATION OF THE STAIRWAY. 1. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNERS AND THE ARCHITECT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, PATCHING, AND FIRE SAFING METHODS REQUIRED TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. UNCOVERED PORTIONS OF THE WORK USED TO PROVIDE FOR INSTALLATION OF UNSCHEDULED WORK. B. REMOVE AND REPLACE DEFECTIVE WORK. C. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS. D. PROVIDE ROUTINE PENETRATIONS OF NON-STRUCTURAL SURFACES FOR INSTALLATION OF PIPING AND ELECTRICAL CONDUIT. E. REMOVE EXISTING WORK INDICATED IN THE DOCUMENTS AND AS MAY BE REQUIRED TO PERMIT THE PROPER INSTALLATION OF NEW WORK THAT FORMS PART OF HIS CONTRACT. ALL CUTTING,REPAIRING AND/OR PATCHING NECESSARY IN CONNECTION WITH SUCH REMOVALS SHALL BE DONE WITHOUT EXTRA CHARGE, WHETHER OR NOT EVERY ITEM MAY BE SPECIFICALLY DESCRIBED. 3. PROCEDURES FOR NON-STRUCTURAL CUTTING AND PATCHING: A. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE INTEGRITY OF THE AFFECTED PORTION OF THE WORK. B. PROVIDE DEVICES AND METHODS TO PROTECT OTHER PORTIONS OF THE PROJECT FROM DAMAGE. C. PROVIDE PROTECTION FROM THE ELEMENTS FOR THAT PORTION OF THE PROJECT WHICH MAY BE EXPOSED BY CUTTING AND PATCHING WORK. D. EXECUTE CUTTING BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER WORK, AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OR REPAIRS. E. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE A FINISHED INSTALLATION TO COMPLY WITH SPECIFIED PRODUCTS, FUNCTIONS, TOLERANCES AND FINISHES, AND MANUFACTURER'S CRITERIA. F. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW PRODUCTS TO PROVIDE COMPLETE WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. G. REFINISH ENTIRE SURFACE AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISHES. CUTTING AND PATCHING INSTRUMENT OF SERVICE CONTRACTOR OBLIGATIONS EXITS DOORS 1. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING, SELF-LATCHING ASSEMBLIES WITH SMOKE AND DRAFT SEALS AT HEAD AND JAMBS. DOOR ASSEMBLY RATINGS SHALL BE AS INDICATED ON DOOR SCHEDULE. HOLD OPEN DEVICES ON RATED ASSEMBLIES SHALL BE MAGNETICALLY OPERATED AND ACTIVIATED BY SMOKE DETECTORS. 2. DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS, ECT., SHALL BE TAKEN OFF THE DOOR. DOORS AND FRAMES SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE. 3. AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED BY THE FOLLOWING: A. ALL DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE AT THE HEAD AND SILL. B. DOORS MOUNTED ON EITHER THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL SHALL HAVE A MINIMUM 1/2" LAP AT EACH JAMB. C. DOORS REQUIRING VERTICAL TRACK OR GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE, SEALED IN ACCORDANCE WITH "G" LISTED HERE. D. DOORS MOUNTED BETWEEN THE JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB. E. MEETING RAILS OR SECTION DOORS AND MEETING STILES OR RAILS OR BI- PARTING DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE. F. SWINGING AND REVOLVING DOORS SHALL BE WEATHERSTRIPPED AT THE HEAD, SILL AND JAMBS. G. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. WOOD WORK 1. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED FLUSH. 2. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED. 3. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR PERIMETER WALLS 1. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36'-0" IN HEIGHT, REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ( 1PC.B.9 ) 2. A SEPARATE INTERIOR IMPROVEMENT PERMIT IS REQUIRED FOR ANY TENANT IMPROVEMENT IN THIS BUILDING. 3. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. PROTECTION OF PEDESTRIANS DURING CONSTRUCTION SHALL BE PROVIDED PER C.B.C. SECTION 3303. 4. ALL ROOMS ARE REQUIRED TO BE MARKED WITH APPROVED SIGNAGE. 5. OBTAIN PERMIT FROM CITY ENGINEER PRIOR TO DOING ANY SIDEWALK AND CURB WORK. 6. SEPARATE PERMITS SHALL BE OBTAINED FOR SIGNS, FENCES, TRASH ENCLOSURES, RETAINING WALLS, PLANTERS, AND POOLS. 7. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. REFER TO SHEET G-001 FOR LIST OF DEFERRED SUBMITTALS. 8. ALL LEVELS REFERENCE POINTS ABOVE PODIUM LEVEL ARE TAKEN FROM TOP OF SHEATHING. DIMENSIONS ON ELEVATIONS, SECTIONS AND WALL SECTIONS ARE REFERENCED TO THESE POINTS, UNLESS NOTED. PERMIT GENERALCONTRACTOR MITIGATION OBLIGATIONS MONITORING AND REPORTING PROGRAM CODES 1. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF CALIFORNIA BUILDING CODE, ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SIGNAGES FIELD APPLICATION OF PEDESTRIAN PROTECTION: GLAZING RATED ASSEMBLY PENETRATIONS DESIGNATED CONSTRUCTION MANAGER TO BE PHIL LEVESQUE (714) 483-3915. CONSTRUCTION MANAGER TO BE INVITED TO ALL WEEKLY PROJECT MEETINGS TO VERIFY QUALITY CONTROL MEASURES AND SCHEDULE. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 2 3 P M G-101 GENERAL NOTES 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 2 7 P M G-110 CALIFORNIA GREEN BUILDING STANDARD CODE 2510 Au t h o r Y N/A ARCH ITECT N/A N/A N/A N/A N/A N/A N/A X X X X X X X X X REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 0 P M G-111 CALIFORNIA GREEN BUILDING STANDARD CODE 2510 Au t h o r N/A N/A N/A N/A CONTR ACTOR Y ARCH ITECT Y N/A N/A ARCH ITECT Y CONTR ACTOR Y N/A X X X X X X X X X X X REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 3 P M G-112 CALIFORNIA GREEN BUILDING STANDARD CODE 2510 Au t h o r N/A Y ARCH ITECT N/A N/A INSPE CTOR Y N/A CONTR ACTOR Y ARCH ITECT Y Y CONTR ACTOR X X X X X X X X X REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 6 P M G-113 CALIFORNIA GREEN BUILDING STANDARD CODE 2510 Au t h o r Y ENGI NEER Y ENGI NEER N/A N/A N/A N/A CONTR ACTOR Y OWNERY X X X X X X X X REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 OCCUPANCY LEGEND 1006.3.3 EGRESS BASED ON OCCUPANT LOAD EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO EXITS, AS SPECIFIED IN TABLE 1006.3.3. A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED IN ACCORDANCE WITH SECTION 1006.3.4. THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS STAIRWAYS OR RAMPS PROVIDING ACCESS TO EXITS, FROM ANY STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY. 1017.2 LIMITATIONS EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 1010.1.1 SIZE OF DOORS THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). WHERE THIS SECTION REQUIRES A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM) AND A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. CODE ANALYSISEGRESS BASED ON OCCUPANT LOAD ACCESS TRAVEL 1-500 501 - 1,000 2 3 4 MINUMUN NUMBER OF EXITS OR ACCESS TO EXITS FROM STORY MORE THEN 1,000 OCUPANT LOAD PER STORY TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEª A,E,F-1,M,S-1 OCCUPANCY WITHOUT SPRINKLER SYSTEM (FEET) WITH SPRINKLER SYSTEM (FEET) 200e 250b NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED 200 300 150 200c 200c 200c R-2.1 B F-2, S-2, U H-1 H-2 H-3 H-4 H-5 I-2, I-2.1, I-3f I-4 L TOTAL OCCUPANTS: 40250b 300b 400b 75b 100b 150b 175b 200b B BUSINESS A-2 ASSEMBLY NO OCCUPANTS - EXIT REQUIRED: OCCUPANT LOAD: 40 OCC OCCUPANCY: B - BUSINESS / A2 - ASSEMBLY EXITS REQUIRED (CBC TABLE 1006.3.3): 1 EXIT PROVIDED: 2 (1 EGRESS FROM KITCHEN) A - HEIGHT OF ACCESSORIES CBC 11B SECTION 11B-603.5 WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. B - ACCESSIBLE ROUTE TO ACCESSIBLE COMPARTMENT CBC 11B SECTION 11B-403.5.1 EXCEPTIONS: 5 THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES (1118 MM) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. C - STALL WIDTH CBC 11B SECTION 11B-604.8.1.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES (1499 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL ADDITIONALLY PROVIDE MANEUVERING SPACE COMPLYING WITH SECTION 11B-604.8.1.1.1, 11B-604.8.1.1.2, OR 11B- 604.8.1.1.3, AS APPLICABLE. WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 59 INCHES (1499 MM) DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. D - ACCESSIBLE STALL DOOR CBC 11B Section 11B-604.8.1.2 TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES (1219 MM) MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING HINGE SIDE JAMB FOR OUT SWINGING DOORS SHALL BE FARTHEST FROM THE WATER CLOSET AND THE STRIKE SIDE JAMB SHALL BE 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.1 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. E - STANDING PERSON DRINKING FOUNTAIN CBC 11B SECTION 11B-602.7 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. CBC 11B SECTION 11B-211.2 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 11 B- 602.6, 11B-602.8 AND 11 B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTION 11B-602.7 AND 11B-602.9. F - ENTRY DOOR MANUEVERING CLEARANCE CBC 11B SECTION 11B-404.2.4.1 SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1. G - CLEARANCE IN FRONT OF TOILET CBC 11B SECTION 11B-604.3.1 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. H - URINAL CBC 11B SECTION 11B-605.2 URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES (343 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 1210.3.2 URINAL PARTITIONS EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN AT A HEIGHT NOT MORE THAN 12 INCHES (305 MM) FROM AND EXTEND NOT LESS THAN 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN 18 INCHES (457 MM) OR TO A POINT NOT LESS THAN 6 INCHES (152 MM) BEYOND THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE FINISHED BACKWALL SURFACE, WHICHEVER IS GREATER. I - PIPE AT LAVATORIES CBC 11B SECTION 11B-606.5 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. J - SIDE GRAB BAR CBC 11B SECTION 11B-604.5.1 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. K - REAR GRAB BAR LENGTH CBC 11B SECTION 11B-604.5.2 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. L - OPERABLE PARTS (DOOR) 11B-309.4 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM 2 44" MIN. ACCESSIBLE PATH OF TRAVEL INDICATES EGRESS ROUTE DIRECTON EXIT SIGN, SINGLE FACE, W/DIRECTIONAL ARROW AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX. EXIT SIGN, DOUBLE FACE, W/DIRECTIONAL ARROWS AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX EXIT SIGN, SINGLE FACE, NON DIRECTIONAL ARROW, MOUNTED ON RECESSED CEILING OUTLET BOX. 62'-5" MAX DIAG. 499 SF COOK PREP 539 SF OPEN DINING 53 SF RESTROOM 37 SF STORAGE TO T A L L E N G T H 6 8 ' -0" OCCUPANCY: ASSEMBLY A-2 - (TABLE 422.1 CALIFORNIA PLUMBING CODE) TOTAL OCCUPANT LOAD: 49 (25 MALE, 25 FEMALE) PLUMBING FIXTURES REQUIRED (TABLE 422.1 PLUMBING CODE) REQUIRED WATER CLOSET URINAL LAVATORIES DRINKING FOUNTAIN SERVICE SINK MALE 1 1 1 . . 1 N/A 1FEMALE CPC 422.1 EXCEPTION (3) IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. A-2 ASSEMBLY OCCUPANCY - RESTAURANTS, PUBS, LOUNGES, NIGHTCLUBS AND BANQUET HALLS Male 1: 1-50 2: 51-150 3: 151-300 4: 301-400 Female 1: 1-25 2: 26-50 3: 51-100 4: 101-200 6: 201-300 8: 301-400 Male 1: 1-200 2: 201-300 3: 301-400 4: 401-600 Male 1: 1-150 2: 151-200 3: 201-400 Female 1: 1-150 2: 151-200 3: 201-400 Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 125 females. Over 600, add 1 fixture for each additional 300 males. Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 200 females. 1: 1-250 2: 251-500 3: 501-750 Over 750, add 1 fixture for each additional 500 persons. 1 service sink or laundry tray - PROVIDED ONE UNISEX RESTROOM IS COMPLIANT TO SERVICE THE EXISTING SQUARE FOOTAGE AND OCCUPANT LOAD. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 7 P M G-120 CODE ANALYSIS 2510 Au t h o r 00 EGRESS LEGEND EGRESS LEGEND OCCUPANCY LOAD SCHEDULE NAME OCC. TYPE AREA DEPARTMENT OCC. LOAD FACTOR OCC. LOAD COOK PREP B 499 SF B - BUSINESS 200 SF 3 OPEN DINING B / A2 539 SF B - BUSINESS 15 SF 36 RESTROOM 53 SF NONE 0 SF STORAGE S 37 SF STORAGE 150 SF 1 40 1/4" = 1'-0"CODE ANALYSIS PLAN 1 N REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 PLUMBING FIXTURE CALCULATIONS - 2 23 3 SITE ACCESS GENERAL ACCESS TO SITE AND ALL BUILDING ENTRANCES AND EXTERIOR GROUND FLOOR EXITS WITHOUT STEPS OR ABRUPT CHANGES IN LEVEL. SITE ACCESSIBILITY / SIDEWALKS • SIGNAGE: ALL PRIMARY PUBLIC SITE ENTRIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE, A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MUST BE POSTED. INDICATE THE DIRECTION TO ACCESSIBLE ENTRANCES AND FACILITIES • WIDTH: 4'-0" • MAXIMUM CROSS SLOPE: 1:50 (2%) • MAXIMUM SLOPE: 1:20 (5%) • LANDINGS: PROVIDE 5'-0" LONG LANDINGS A MINIMUM OF EVERY 400 FEET AT SIDEWALKS WITH CONTINUOUS SLOPES. • CURB CUT WIDTH: 4'-0" • NO CHANGE IN LEVEL EXCEEDING ½ INCH. RAMPS • MAXIMUM SLOPE: 1:12 • INTERMEDIATE RAMP LANDINGS EVERY 2.5 FEET, OF VERTICAL RISE WITH LENGTH DEPENDENT UPON SLOPE. • HANDRAILS REQUIRED: FOR SLOPES EXCEEDING 1:20 WHEEL GUIDE RAILS OR 2" CURBS ARE REQUIRED WHEN RAMP IS NOT BOUNDED BY WALL FENCE OR RAMP EXCEEDS 10'-0” IN LENGTH. PARKING • WIDTH: 9'-0" • LENGTH: 18'-0" • MAXIMUM SLOPE SPACE: ¼ INCH PER FOOT. ADJACENT CLEAR LOADING AND UNLOADING WIDTH FOR ACCESSIBLE PARKING SPACE: 5'-0" ADJACENT CLEAR LOADING AND UNLOADING WIDTH FOR VAN: 8'-0" AND LOCATED ON PASSENGER SIDE OF STALL WHEELCHAIR ACCESS PROVIDED TO WALKS WITHOUT GOING BEHIND PARKED CARS. SIGNAGE • PROVIDE SIGNS AT ACCESSIBLE PARKING SPACE. SIGNS PROVIDED TO INDICATE ACCESSIBLE ENTRIES AT EXISTING BUILDINGS WHERE NOT THE PRIMARY ENTRY. • EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY REFLECTORIZED SIGN PERMANENTLY POSED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREAS AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." (FIG. A & B ABOVE). (CBC 1109A8.8) (CBC 11B-502.6.2) • VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATE "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. AND SIGN SHALL BE 60" ABOVE FINISH FLOOR (CBC 11B-502.6) • ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT. (SEE FIG. ABOVE) (CBC 1109A.8.8 AND 11B-502.8.2) • THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: a. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING WHEELCHAIR WITH OCCUPANT; OR b. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. (CBC 11B-502.6.4) HANDRAILS • HANDRAILS REQUIRED AT WALKING SUFACES COMPLYING WITH CBC 11B-403, RAMPS COMPLYING WITH CBC 11B-405 AND STAIRS COMPLYING WITH CBC 11B-504. • HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. • HANDRAILS SHALL BE CONTINUOUS. • TOP OF GRIPPING SURFACE SHALL BE 34" MIN -38" MAX. ABOVE WALKING SURFACE, STAIN NOSING AND RAMP SURFACES. HEIGHT SHALL BE CONSISTENT. • CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACE SHALL BE 1-1/2" MIN. • GRIPPING SURFACE SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. NO PARKING 23' - 0" MIN. PEDESTRIAN ROUTE ACCESSIBILITY SIGN PER LOCAL CODES WHEEL STOP WITHIN THE LOADING AND LANDING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN WHITE 12" HIGH LETTERS TYPICAL PAVEMENT SYMBOL PER LOCAL CODES CAR 3'-0" X 3'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY SEE DETAIL TYPICAL PAVEMENT SYMBOL PER LOCAL CODES BLUE BORDER ACCESS AISLE CAR CBC SECTION 11B-502.3 2% MAX. SLOPE @ ACCESSIBLE SPACES IN ANY DIRECTION 60" 21 6 " M I N /6 G-140 /7 G-140 /4 G-140PARKING SIGN SHALL READ: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE CLAIMED AT (INSERT ADDRESS) OR BY TELEPHONING (INSERT TELEPHONE NUMBER)". ALL LETTERING SHALL BE A MINUMUM OF 1" IN HEIGHT. USE R100B (CA) SIGN. APPROPRIATE INFORMATION SHALL BE ADDED TO SIGN. FINISH GRADE / PAVEMENT CONCRETE FOOTING 2" X 3" X 3/16" GALV. STEEL TUBE AND PAINTED, CAP TUBE END. EQ 7' - 0 " MI N 2' - 0" 4" 1' - 2 " 6" 1' - 0" CBC SECTION 11B-502.8.2 PRE-MANUFACTURED SIGN TO COMPLY W/ THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARD, R99C (CA) SIGN. PROVIDE VAN ACCESSIBLE INSCRUPTION @ VAN STALL LOCATIONS. USE R7-8b SIGN. SUPPORT STANDARD 3" DIA. GALV. STEEL POLE W/ 2'-0" IMBEDMENT ATTACH SIGN TO POLE W/ GALV. STRAPS AT TOP & BOTTOM. HEIGHT WHEN LOCATED IN PATH OF TRAVEL; 36" MIN. FOR WALL- MOUNTED H.C. VAN 12" 24 " 6 " 84 " MI N PRE-MANUFACTURED SIGN TO COMPLY W/ THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARD, R99C (CA) SIGN. SUPPORT STANDARD 3" DIA. GALV. STEEL POLE W/ 2'-0" IMBEDMENT ATTACH SIGN TO POLE W/ GALV. STRAPS AT TOP & BOTTOM. HEIGHT WHEN LOCATED IN PATH OF TRAVEL; 36" MIN. FOR WALL- MOUNTED H.C. SIGNAGE 12" 24 " 84 " MI N SIGNAGE CBC SECTION 11B-502.6 NO PARKING 26' - 0" MIN. 21 6 " M I N . PEDESTRIAN ROUTE ACCESSIBILITY SIGN PER LOCAL CODES WHEEL STOP PER DETAIL WITHIN THE LOADING AND LANDING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN WHITE 12" HIGH LETTERS TYPICAL PAVEMENT SYMBOL PER LOCAL CODES VAN CAR 3'-0" X 3'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY, SEE TYPICAL PAVEMENT SYMBOL PER LOCAL CODES BLUE BORDER CBC SECTION 11B-502.2 2% MAX. SLOPE @ ACCESSIBLE SPACES IN ANY DIRECTION 144" MIN 60" 108" MIN Ref AL I G N W / E N D O F P A R K I N G S T R I P I N G CALTRANS STANDARD , A24 C CBC SECTION 11B-502.6.4.1 BLUE WHITE 36" 36 " CBC SECTION 502.7.2 5/8" DIA. DRILLED HOLES, FILL FLUSH W/ ELASTOMERIC SEALANT 7 1/2" 2 1/2"2 1/2"2 1/2" 4'-0 - 8'-0" (L) PRECAST CONCRETE WHEELSTOP 8" 6" 3" 2-#3 BARS (3" ) PAVEMENT 2-#4 @ 8" FROM END AND 3'-4" MAX. O.C. - 18" LONG, FLUSH WITH TOP OF WHEEL STOP WALL OR OTHER OBSTRUCTION NOTE: CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 1:48 (2.08%) IN ANY DIRECTION 1:48 (2.08%) MAX. 8.33% MAX. 48" M I N. 48" MIN. 12" 10% MAX. 101 GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF RAMP NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF RAMP. 36" TRUNCATED DOMES CBC 11B-406.5.3 LEVEL LANDING LEVEL LANDING SLOPE MAXIMUM RISE MAXIMUM HORIZONTAL PROJECTION 1:12 (8.33%) 1:16 (6.25%) 30" 30" 30'-0" 40'-0" CBC 2022 1114A.4.1 OR RUN HORIZONAL PROJECTION SURFACE OF RAMP RI S E 1:15 (6.67%) 30" 37'-6" 1:20 (5.00%) 30" 50'-0" 1-1/2" DIA. PAINTED MTL. PIPE RAILING W/CLOSED EXPOSED END GALV. SLEEVE OR CORE HOLE FOR POST. 6" EMBED AND EXPOXY W/ HILTI HIT RE 500-SD TYP. SEALANT ALL ROUND, TYP. CONC. RAMP OR LANDING PER CIVIL 34 " - 3 8 " 2" GRADE 12" 34 " - 3 8 " 12" THREAD 12" PLUS (X) (THREAD) X 34 " - 3 8 " BOTTOM HANDRAIL EXTENSION AT STAIRS CBC SECTION 11B-505.10.3 TOP HANDRAIL EXTENSION AT STAIRS CBC SECTION 11B-505.10.2 WALKING SURFACES CBC SECTION 11B-505.4 RAMPS 34 " - 3 8 " 34"-38" INCLUDING HANDRAIL 48" MIN 4" . 3 6 " . GUARDRAIL REQUIRED IF MORE THAN 4"CLEAR WIDTH AT RAMP CBC 11B-405.5 LEVEL LANDING 12" MIN LEVEL LANDING <2 7 " 34 " - 3 8 " 12" MIN 1:12 MAX SLOPE HANDRAIL 72" MIN 60" MIN WHEN NO LANDING DOOR SWINGS ONTO LANDING 60 " M I N GUIDED RAIL AT 3" ± 1" HIGH TOP LANDING 42"MIN. PLUS THE DOOR WIDTH WHEN DOOR SWINGS ONTO LANDING BOTTOM LANDING REQUIRED IF SLOPE EXCEEDS 1:20 WIDTH MUST BE OF 60" WITH OCCUPANCY OF 300 OR MORE . LESS THAN 4" RAMP CBC 11B-405 & 11B-405.7 2 1 1/ 4 " MA X CHANGE IN LEVEL CBC FIGURE 11B-303.2 1/ 4 " . 1/ 4 " .1/ 2 " . RAILING AT RAMP CBC FIGURE 11B-505.10.1 BEVELED CHANGE IN LEVEL CBC 11B-303.3 2.3 - 2.4 MIN 2. 3 - 2 . 4 0.45"- 2.3" - 2.4" R=0.4 1 3 " 0.65 MIN PLAN ELEVATION SPACING OF TRUNCATED DOMES CBC 11B-705.1 NOTES: 1. MATERIAL USED SHALL BE OF YELLOW, CONFORMING TO FS33538 OF SAE AMSSTD-595A AND SHALL BE OF INTEGRAL PART OF THE WALKING SURFACE. 2. WARNING SURFACE TO BE FIRM AND SLIP RESISTANT, MAY INCLUDE, BUT NOT LIMITED TO THE FOLLOWING SURFACES: NATURAL STONE OR STONE COMPOSITE, CERAMIC TILE, DURABLE PRECAST CONCRTE SCALES, RIGID OR FLEXIBLE COMPOSITES. 3. FASTEN ALL SURAFACES MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. 4. REFER TO CALIFORNIA BUILDING CODE SECTION 705 FOR SPECIFICATIONS AND INSTALLATIONS DETAILS. VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL APPLICABLE CALIFORNIA BUILDING CODE SPECIFICATIONS. CBC SECTION 502.7.2 PRE-CAST CONCRETE WHEEL STOP 3' - 0" 6. 5 " M A X 6" 7 1 / 2 " 2' - 4 " 1' - 0" OR REFER TO EXISTING WHEELSTOP TO MATCH 3' - 0" CONCRETE WHEEL STOP CENTERLINE AT PARKING STALL. SEE SITE PLAN FOR WHICH END WHEEL STOP IS TO OCCUR REBAR CL CONCRETE CURB LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 8 P M G-140 ADA SITE AND PARKING DETAILS 2510 Au t h o r SITE ACCESS NOTES 1/4" = 1'-0"ACCESSIBLE PARKING SPACE -VAN 53/4" = 1'-0"ACCESSIBLE SYMBOL 6 1/4" = 1'-0"ACCESSIBLE PARKING SPACES 11" = 1'-0"PARKING SIGN DETAIL 2 1 1/2" = 1'-0"CURB DETAIL 8 1/4" = 1'-0"RAMP/PROJECTIONS OF HANDRAILS 131 1/2" = 1'-0"HANDRAIL DETAIL 10 1/2" = 1'-0"HANDRAIL HEIGHT 12 1/2" = 1'-0"HANDRAIL EXTENSION STAIR 11 3" = 1'-0"CONCRETE WHEEL STOP DETAIL 7 1" = 1'-0"WHEEL STOP 15 1 1/2" = 1'-0"ACCESSIBLE PARKING SIGNAGE 4 6" = 1'-0"TRUNCATED DOME DETAIL 14 1/4" = 1'-0"RAMP/PROJECTIONS OF HANDRAILS 9 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 STORAGE FACILITIES & AREAS • IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY CBC 11B-308 LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE IN TERMS OF CLEAR SPACE, REACH RANGES, AND HARDWARE. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF REQUIRED REACH RANGES. • A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. (CBC 11B-305.3) • ACCESSIBLE STORAGE SPACES SHALL BE WITHIN AT LEAST ONE OF THE HEIGHT RANGES SPECIFIED IN CBC 11B-308.2 AND CBC 11B-308.3) • HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH CBC 11B-305 FOR CLEAR FLOOR SPACE AND CBC 11B-308 FOR HEIGHTS. • OPERABLE PARTS SHALL BE OPERABLE WITH ON HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAX. • THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SHALL BE NOT LESS THAN 32" IN CLEAR WIDTH. (CBC 11B-404.2.3) STORAGE AREAS SHALL BE MADE ACCESSIBLE AS REQUIRED. DRINKING FOUNTAIN • UNITS SHALL HAVE A CLEAR FLOOR SPACE OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT COMPLYING WITH CBC 11B-305. • OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309. THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6 INCHES OF THE FRONT EDGE OF THE FOUNTAIN OR AN AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE. • SPOUT OUTLETS SHALL BE 36" MAXIMUM ABOVE THE FINISHED FLOOR • THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT BUMPERS. DRINKING FOUNTAINS FOR STANDING PERSON • SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS : 38" MIN - 43"MAX ABOVE F.F.L. • WALL AND POST MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18" MINIMUM AND 19" MAXIMUM IN DEPTH. • ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE • PROTECTED AREA WITHIN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32" WIDE MINIMUM AND 18" DEEP MINIMUM AND SHALL COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALL SO BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" VERTICALLY FROM THE FLOOR OR GROUND SURFACE. 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11B-309 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. 3. THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 48" BUT NOT LOWER THAN 15" IF SIDE APPROACHED. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR TO THE BOTTOM OF THE OUTLET BOX. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH THE ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE PER SECTION 11B-309.4. 5. THE BOTTOM OF THE OUTLET BOX OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. 6. THE TOP OF THE OUTLET BOX OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 4- FEET ABOVE THE FLOOR OR WORKING PLATFORM. 7. PER SECTION 907.4.2.2, THE HEIGHT OF THE MANUAL FIRE ALARM BOXES SHALL BE 42"-48" TO THE HIGHEST POINT OF ACTIVATING HANDLE. STORAGE DRINKING FOUNTAIN CONTROL OPERATING MECHANISM FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSET FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSET TRANSFER SIDE 36" MIN. 12" MIN.24" MIN. 17 " - 1 9 " 2'-0" MIN. MIN. 42"12" MAX. 54" MIN. MANUEVERING SPACE 48" MIN WATER CLOSET 59" MIN @ FLOOR MOUNTED 60 " M I N WATER CLOSET 56" MIN @ WALL MOUNTED FIGURE 11B-604.8.1.1.3 MANUEVERING SPACE WITH END-OPENING DOOR MANUEVERING SPACE 48" MIN WATER CLOSET 59" MIN @ FLOOR MOUNTED 60 " M I N 4" WATER CLOSET 56" MIN @ WALL MOUNTED 36" OUT SWINGING DOORIN-SWINGING DOOR CH I L D R E N 12 " M I N MIN 6" PARTITION ELEVATION AD U L T 9" M I N FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE CLEAR KNEE SPACE WALL MOUNTED LAVATORY 17" MIN. 27 " M I N . 34 " M A X . 29 " M I N . 9" M I N . 6" MAX.8" MIN. KNEE CLEARANCE OF M I R R O R 34 " M A X . T O B O T T O M LIGHT SWITCH THERMOSTAT RECESSED SEAT COVER & TISSUE DISPENSER AND / OR NAPKIN DISPOSAL GRAB BAR PROTRUSION 14" MIN. OUTWARD INSULATE HOT WATER & DRAIN PIPES OPERATING DEVICE HEIGHT MIRROR - 40" MAX.TO BOTTOM EDGE OF REFLECING SURFACE SOAP DISPENSER PAPER TOWEL DISPENSER 44 " M A X . 40 " 33 " 19 " M A X . 17 " M I N . 17 " M A X . R I M H E I G H T LAVATORYURINAL FRONT SIDE MA X . 34 " MI N . 27 " OUTLET BO T . F I X T . 15 " M I N . 48 " ELECTRICAL 1' - 6" MIN. 1' - 0" MIN. 2' - 0" 19 " M I N . WATER CLOSETHAND DRYER TOWELS & TRASH WASTETELSANITARY NAPKINS CUPS 3' - 6" CBC FIGURE 11B-604.8.1.4 MA X . 3' - 4 " 1' - 0 " 4' - 1 0 " TYPICAL PARTITION CBC FIGURE 11B-604.8.14 CBC FIGURE 11B-604.5.1-.5.2 11B-604.7.1.-7.2 7"-9" CBC FIGURE 11B-605.2 ACCESSORIES - WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR.CBC 2022 FIGURE 11B-603.5 1. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES ARE REQUIRED TO BE ACCESSIBLE. (CBC 11B-601) 2. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON-DISABLE PERSONS FOR EACH SEX, SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS W ITH DISABILITIES OF EACH SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED FOR NON-HANDICAPPED/NON-DISABLED PERSONS, SUCH UNISEX FACILITIES CAN BE PROVIDED FOR PERSONS WITH DISABILITIES. 3. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER.(CBC 11B-703.7.2.6 AND 11B-703.7.2.6.2) 4. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER,WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. (CBC 11B-703.7.2.6.3) 5. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 58" MIN TO 60" MAX ABOVE FINISH FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. (CBC 11B-703.7.2.6) 6. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, EXCEPT THAT 3" SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15" HIGH. (CBC 11B-604.4) 7. A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. (CBC 11B-305) 8. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE CENTERLINE OF THE FIXTURE. (CBC 11B-606.6) 9. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. (CBC 11B-606.2 AND 11B-606.3) 10. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (CBC 11B-606.5) 11. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. (CBC 11B-605.3) 12. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE OPEN SIDE THE WATER CLOSET AREA EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2. (CBC 11B-604.6) 13. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. (CBC 11B-606.4) (CBC 11B-604.9.5) (CBC 11B-605.4) 14. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 15. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST TEN SECONDS. 16. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. (CBC 11B-603.3) 17. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. (CBC 11B-603.5) 18. TOILET TISSUES DISPENSERS SHALL BE 7" MIN AND 9" MAX IN FRONT OF WATER CLOSET. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR AND 19" MIN ABOVE FINISH FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. (CBC 11B-604.7) 19. WATER CLOSET SEATS, FOR PUBLIC USE, SHALL BE ELONGATED TYPE AND EITHER OF THE OPEN FRONT TYPE OR HAVE AN AUTOMATIC SEAT COVER DISPENSER (CPC 411.1 & 411.3) 20. ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A VERTICAL CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR OUTSIDE BOTTOM EDGE OF THE LAVATORY OF 29", REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE. KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND A MINIMUM OF 30" IN WIDTH BY 17" IN DEPTH. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 21. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENT AND WALLS WITHIN 24" OF THE FRONT AND SIDES IF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OR 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. MULTIPLE ACCOMMODATION TOILETS • ENTRANCE DOOR TO ROOM: 2'-8" CLEAR (3'-0" DOOR). • SPACE AT DOOR SWING SIDE: 5'-0" x 5'-0" • SPACE AT DOOR AWAY FROM SWING: 3'-8" • WHEELCHAIR TURNING SPACE PROVIDED: 5'-0" DIAMETER • ACCESSIBLE PATH TO ACCESSIBLE TOILET COMPARTMENT: 3'-8" (44") URINALS (WHERE REQUIRED) • PROVIDE AT LEAST ONE, AT NOT MORE THAN 1'-5" FROM THE FLOOR TO LIP, WITH FLUSH HANDLER SET AT +44" ABOVE FLOOR. RIM TO PROJECT A MINIMUM OF 13 1/2" FROM WALL. • WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. (CBC 11B-605.3) LAVATORIES (CBC 11B-305) • HEIGHT: 34" MAX. • CLEAR SPACE IN FRONT: 2'-6" X 4'-0" (30" X 48") • CLEAR SPACE BENEATH: 2'-5" HIGH, 2'-6" WIDE, 8 INCHES DEEP AT TOP, 1'-5" DEEP AT BOTTOM 9 INCHES. (CBC 11B-606.2 AND 11B-606.3) • LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE CENTERLINE OF THE FIXTURE. (CBC 11B-606.6) • CONTROL TO BE LEVER, PUSH-BUTTON, OR SIMILAR TYPE. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE. IF SELF CLOSING VALVES ARE USED, THEY MUST STAY OPEN FOR MIN 10 SECONDS. • HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (CBC 11B-606.5) • SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST TEN SECONDS. • MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. (CBC 11B-603.3) TOILET COMPARTMENTS • SIGNAGE: EQUILATERAL TRIANGLE (1'-0" SIDE) FOR MEN'S ROOM, 1'-0" DIAMETER CIRCLE FOR WOMEN'S ROOM. (CBC 11B-703.7.2.6 AND 11B-703.7.2.6.2) • UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER,WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. (CBC 11B-703.7.2.6.3) • GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 58" MIN TO 60" MAX ABOVE FINISH FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. (CBC 11B-703.7.2.6) • SPACE IN FRONT OF DOOR: 4'-0" • CLEAR DOOR WIDTH (FRONT ENTRY): 2'-8" CLEAR, DOOR SWINGS OUT. • DOOR WIDTH (SIDE ENTRY): 2'-10" CLEAR, DOOR SWINGS OUT. • COMPARTMENT WIDTH: 5'-0" MINIMUM DEPENDENT UPON WATER CLOSET. • COMPARTMENT DEPTH (FRONT ENTRY): 6'-2" TO 6'-6" DEPENDENT UPON WATER CLOSET. COMPARTMENT DEPTH (SIDE ENTRY): 7'-2" TO 7'-6" DEPENDENT UPON WATER CLOSET. CLEAR SPACE AT SIDE OF WATER CLOSET: 2'-8" MINIMUM. • NEAR WALL TO CENTER OF WATER CLOSET: 1'-5" TO 1'-6" CLEAR • WATER CLOSET SEATS, FOR PUBLIC USE, SHALL BE ELONGATED TYPE AND EITHER OF THE OPEN FRONT TYPE OR HAVE AN AUTOMATIC SEAT COVER DISPENSER (CPC 411.1 & 411.3) • TOILET SEAT HEIGHT: 1'-5" TO 1'-7" HIGH. • GRAB BAR DESIGN TO SUPPORT 250 LBS. • REAR GRAB BAR: 3'-0" LONG MINIMUM. • LONG SIDE GRAB BAR: 3'-6" LONG MINIMUM, 2'-0" EXTENSION MINIMUM IN FRONT OF WATER CLOSET. • GRAB BAR HEIGHT: 2'-9" TO 3'-0" ABOVE FLOOR TO CENTERLINE. • TOILET PAPER HOLDER: 7"- 9" IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR AND 19" MIN ABOVE FINISH FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. (CBC 11B-604.7) • TYPICAL WATER CLOSET SIZES: • WIDTH: 1'-3" TO 1'-4" TYPICAL • LENGTH: 2'-2" TO 2'-4" TYPICAL; 2'-0" TO 2'-7" AVAILABLE. • CONTROL ON WIDE CLEAR SIDE OF WATER CLOSET, OPERABLE WITH ONE HAND. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE (CBC 11B-309.4) AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. (CBC 11B-606.4) (CBC 11B-604.9.5) (CBC 11B-605.4) SINGLE ACCOMMODATION TOILETS • DOOR SHALL LOCK FROM INSIDE. • ONE PERSON USE AT A TIME. • SPACE INSIDE: ROOM FOR A WHEELCHAIR TO ENTER AND DOOR TO CLOSE. • CLEAR SPACE IN FRONT OF WATER CLOSET: 4'-0" CLEARANCE • AROUND A WATER CLOSET SHALL BE 60" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MEASURED FROM THE REAR WALL. • SIDE WALL TO CENTER OF WATER CLOSET: 1'-6" • CLEAR CONTROL ON WIDE CLEAR SIDE OF WATER CLOSET: • OPERABLE WITH ONE HAND. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE. TOILET ROOM FLOOR • FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENT AND WALLS WITHIN 24" OF THE FRONT AND SIDES IF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OR 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. WHEELCHAIR CLEARANCE DIMENSIONS • CLEAR FLOOR SPACE APPROACH TO FACILITIES: 2'-6" BY 4'-0" • TURNING SPACE (180 AND 360 DEGREES): 5'-0" (60 INCHES) DIAMETER. REACH FROM A WHEELCHAIR • HIGH FORWARD: 48" • HIGH SIDE: 48" • LOW SIDE: 15" . SANITARY FACILITIES FIXTURES & ACCESSORIES (PUBLIC USE PER CBC 11B) FACILITIES ACCESS WHEEL CHAIR PUBLIC SANITARY FACILITIES GRAB BARS (PUBLIC USE PER CBC 11B) 1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR AN ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. (CBC 11B-604.5) 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO MORE THAN 12" FROM THE REAR WALL, GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. (CBC 11B-604.5.1) 3. GRAB BARS SHALL BE SECURELY ATTACHED 33" MIN AND 36" MAX ABOVE AND PARALLEL TO THE FLOOR MEASURED TO TOP OF GRIPPING SURFACE. (CBC 11B-609.4) 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". (CBC 11B-609.2) 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: (CBC 11B-609.8) a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-LB. POINT LOAD SHALL BE LESS THAT THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF HE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. c. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR HE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. d. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB. POINT LOAD, PLUS THE MAXIMUM MOMENT FORM THE APPLICATION OF A 250-LB. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL BE ROUNDED EDGES (CBC 11B-609.5) PUBLIC USE GRAB BAR NOTE: PROVIDE INSULATION OR OTHER PROTECTION AT HOT WATER SUPPLY AND DRAIN PIPES. PROVIDE LEVER HANDLE FAUCET NOT REQUIRING A GRASP TO OPERATE. OPERATING FORCE SHALL NOT EXCEED 5 POUNDS OR SNSOR CONTROLLED FAUCET REFER TO PLUMBING SCHEDULE 6" MAX. 8" MIN. 17" MIN. TOE CLEARANCE KNEE CLEARANCE MI N 9 1 / 2 " 27 " M I N . 29 " M I N . 34 " M A X . CLEAR FLOOR SPACE30 " M I N . 17" MIN. 48" MIN. 18 " M I N . 19" MAX. SECTION PLAN CLEAR FLOOR SPACE MIN. 48" MI N . 30 " FLUSH VALVE 44 " M A X 17 " MA X LIP 14" MIN. PROJECTION FROM WALL PLAN SECTION CBC FIGURE 11B-605.2CBC SECTION 11B-306.2 27 " M I N . 80 " M I N 4" MAX MULTIPLE ACCOMMODATION TOILET FACILITY AT STANDARD STALLS, MAINTAIN 15" CLEAR FROM CENTERLINE OF WATER CLOSET TO ADJACENT PARTITION / ACCESSORIES. LOCATE FLUSH VALVE ON WIDE SIDE TYP.-MOUNT +44" MAX. (WHERE OCCURS) 1 1/4" - 1 1/2" DIA.GRAB BAR. GRABBAR-FASTENERS AND MOUNTINGS DESIGNED FOR 250 LB./L.F. LOAD 42"GRAB BAR, REFER TO KEYNOTES FOR SPEC. DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE. CBC 11B-604.8.1.1.2 60" MIN 17" - 18"32" MIN SE E E N L A R G E D P L A N S VA R I E S SW I N S G I N 36 " M I N WH E N D O O R S W I N G I N 59 " M I N AT F L O O R M O U N T E D W . C . 24 " M I N (C B C 1 1 B - 6 0 4 . 8 . 1 . ) 60 " M I N CL R . 12 " 3 4 " M I N 4 " (C B C 1 1 B - 6 0 4 . 8 . 1 . ) 60 M I N A T O U T S W I N G D O O R CLR. 1 1/2" CBC FIGURE 11B-604.8.1.1.2 MAX >20-25 MA X 44 " MA X 34 " MA X 34 " MAX <10" -24" MA X 46 " CBC SECTION 11B-308.2.2 CBC SECTION 11B-308.3.2 MI N 15 " MA X 48 " MI N 15 " MA X 48 " MAX 10" CBC SECTION 11B-308.2.1 CBC SECTION 11B-308.3.1 NOTE: PROVIDE A 4" HIGH MIN. WATER STREAM. AMEND PER CBC 11B-602.6 BASED ON DISTANCE FROM FRONT OF FOUNTAIN CL R . 18 " M I N . CLR. ALCOVE 48" MIN. CLEAR ALCOVE 48" MIN. MIN 16" MIN 16" MIN 16" ACCESSIBLE FOUNTAIN, LO 15 " M I N . CL CL PLAN VIEW ELEVATION LOHI CLR. 18" MIN. TOE SPACE 17" MIN. KN E E S P A C E 27 " M I N . 15" MIN. 5" MAX. SECTION LO HI 38 " - 4 3 " S P O U T SP A C E 38 " - 4 3 " S P O U T SPACE 8" KNEE SP O U T H E I G H T 36 " M A X . 6" MAX.10 7/8" MIN. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 9 P M G-141 ACCESSIBILITY DETAILS & NOTES 2510 Au t h o r 1/4" = 1'-0"OPERABLE PARTS-STANDARD MOUNTING HEIGHTS 5 3/4" = 1'-0"CLEARANCE AT LAVATORY 3 ACCESSIBILITY NOTES 1/2" = 1'-0"ACCESSIBLE TOILET 2 1/2" = 1'-0"OBSTRUCTED REACH 11 1/2" = 1'-0"UNOBSTRUCTED REACH 121/4" = 1'-0"LAVATORY AND URINAL 83/8" = 1'-0"MULTIPLE ACCOMODATION TOILET 10 1/2" = 1'-0"LIMITS OF PROTRUDING OBJECTS 9 1/2" = 1'-0"HI-LOW DRINKING FOUNTAIN CLEAR 13 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 INT. VOLUME CONTROL TELEPHONE SYMBOL INTERNATIONAL TTY SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS CBC FIGURE 11B-703.7.2.2 CBC FIGURE 11B-70 3.7.2.3 CBC FIGURE 11B-703.7.2.4 DOOR STRIKE SWING SIDE OF DOOR BUILDING WALL DOOR / DOOR SWING MINIMUM REQUIRED DOOR CLEARANCE INTERIOR OR EXTERIOR DOOR - A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF DOOR SHALL BE PROVIDED. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AT DOORS WITH AUTOMATIC CLOSURES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION CBC 11A-8A &11B-404.2.4. 1' - 0" 4' - 0 " @ INTERIOR DOORS 18" CLR. @ EXTERIOR DOORS 24" CLR 4' - 0" 5' - 0 " 5' - 0" INDICATES MINIMUM CLEAR SPACE AT DOOR 1. ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES.(CBC CHAPTER 2 SECTION 202). 2. THE ACCESSIBLE ROUTE SHALL BE PROVIDED WHERE REQUIRED (11B-206.2) SITE ARRIVAL POINTS AND WITHIN A SITE. 3. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS LISTED IN CBC 2022 CHAPTER 10 SECTION 1009.2. 4. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1' RISE IN 20' OF HORIZONTAL RUN (5-PERCENT SLOPE). (CBC CHAPTER 2 SECTION 202) 5. THE ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. • GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE IN FIELD AND PROVIDE NEW AS REQUIRED TO COMPLY WITH APPLICABLE BUILDING CODES. • ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES,INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. • SIGNAGE: AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES PER APPLICABLE BUILDING CODE. • STRIKE EDGE CLEARANCE AT DOORWAY WITH FORWARD APPROACH: PROVIDE AN 18" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF INTERIOR DOORS. (FIG 11B-404.2.3 a), SEE 14/--. PROVIDE A 24" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF THE EXTERIOR DOORS. (FIG 11B-404.2.3 b), SEE 14/--. PROVIDE A 12" STRIKE EDGE CLEARANCE ON THE PUSH SIDE OF ALL DOORS WHICH HAVE BOTH A LATCH AND A CLOSER. (FIG 11B-404.2.4.3), SEE 14/--. • TACTILE EXIT SIGNAGE: A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY • EACH GRADE LEVEL EXTERIOR EXIT DOOR. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. • GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE INSTALLATIONS AND PROVIDE NEW AS REQUIRED. • CHARACTERS, SYMBOLS AND BACKGROUND SHALL HAVE A NON-GLARE FINISH. • CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THE BACKGROUND, EITHER LIGHT ON DARK BACKGROUND OR DARK ON LIGHT BACKGROUND. • SIGNS TO INCLUDE BRAILLE AND CHARACTERS AS DEFINED BY CODE. MOUNT SIGNAGE SO THAT TACTILE CHARACTERS ON SIGN ARE LOCATED 48" MIN AFF MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX AFF MEASURED TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE ON THE LATCH SIDE OF THE DOOR MOUNTED SO THAT A CLEAR FLOOR SPACE OF 18" MIN X 18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. (CBC 11B-703.4.1 & 11B-703.4.2) • SIGN SHALL COMPLY WITH CBC 11B-21 1. EXIT AS DEFINED IS "A CONTINUOUS AND UNOBSTRUCTED MEANS OF EGRESS TO A PUBLIC WAY AND SHALL INCLUDE INTERVENING AISLES, DOORS, DOORWAYS, GATES, CORRIDORS, EXTERIOR EXIT BALCONIES, RAMPS, STAIRWAYS, SMOKE PROOF ENCLOSURES, HORIZONTAL EXITS, EXIT PASSAGEWAY, EXIT COURTS, AND YARDS". 2. FOR THE PURPOSES OF TITLE 24, THE USE OF THE TERM "EXIT DOOR" IN SECTION 1007 APPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, ENTRANCES, PASSAGE DOORS, ETC. 3. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. 4. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING IN EGRESS DIRECTION. 6. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE THE FLOOR. (CBC 11B-404.2.7) 7. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". 8. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 10. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURES. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. 11. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE HE CLOSED POSITION. 12. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 13. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. (CBC 11B-404.2.5) 14. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A RAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 15. MAXIMUM, EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND OF THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. (CBC 11B-404.2.9) ENTRANCES • ALL PRIMARY ENTRANCES TO BE ACCESSIBLE. • LEVEL SPACE AT OUT-SWINGING DOORS: 5'-0" • SPACE PROVIDED AT STRIKE SIDE OF OUT-SWINGING EXTERIOR DOORS: 2'-0" • LEVEL SPACE AT IN-SWINGING DOORS: 5'-0" • WIDTH: 2'-8" CLEAR OPENING (3'-0" DOOR) • DOUBLE DOORS WIDTH: ACTIVE LEAF 2'-8" CLEAR OPENING. • UNINTERRUPTED BOTTOM RAIL SPACE AT DOOR BOTTOM: 10" • NO REVOLVING DOORS ALLOWED FOR ACCESSIBLE DOORS. DOORS • LEVEL SPACE ON SWING SIDE: 5'-0" • LEVEL SPACE ON SIDE AWAY FROM SWING: 3'-8" WITHOUT CLOSER AND 4'-0" WITH CLOSER • SPACE PROVIDED ON STRIKE SIDE OF INTERIOR DOOR, PULL SIDE: 18" • SPACE PROVIDED ON PUSH SIDE JAMB WITH BOTH A LATCH AND CLOSER: 12" AND NO REQUIREMENT FOR JAMB SIDE WITHOUT LATCH AND CLOSER. • WIDTH: 2'-8" CLEAR OPENING (3'-0" DOOR) • HEIGHT: 6'-8" MIN. DOOR HARDWARE • DOOR HARDWARE SHALL COMPLY WITH THE CALIFORNIA REFERENCED STANDARDS CODE (CRSC), SECTION 12-10-202, AS ADOPTED BY THE STATE FIRE MARSHALL FOR ALL OCCUPANCIES. • LEVER HANDLES SHALL COMPLY WITH SUBSECTION (f): LEVERS MUST BE CURVED AND SHALL RETURN TO WITHIN ½ INCH OF THE DOOR, SHALL BE CENTERED BETWEEN 34 INCHES MIN. AND 44 INCHES MAX. ABOVE THE FLOOR. CBC 2022 11B-404.2.7 OPERABLE BY A SINGLE EFFORT, NO GRASPING OR WRIST MOVEMENT (LEVERS, PUSH-PULLS, OR PANIC DEVICES). • MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS - FIRE DOORS: 15 POUNDS CLOSER • DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO APPOSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. CBC11B-404.2.8 THRESHOLDS • THRESHOLDS AT DOORWAYS SHALL BE 1/2" HIGH MAXIMUM. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ½ INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. • CHANGE IN LEVEL BETWEEN ¼ INCH AND ½ INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). • CHANGE IN LEVEL GREATER THAN ½ INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. FLOORS • FLOOR FINISHES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CORRIDORS • EVERY CORRIDOR AND HALLWAY SERVING AN OCCUPANT LOAD OF (10) OR MORE SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. CORRIDORS AND HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN (10) SHALL NOT BE LESS THAN 36 INCHES IN WIDTH CONTROLS FOR LIGHTS, WINDOWS, TEMPERATURE CONTROLS, ETC. • HEIGHT: MAXIMUM 4'-0" AT WALL • OUTLETS: 15" A.F.F. TO BOTTOM OF OUTLET • ACTIVATION FORCE: 5 POUNDS HAZARDS • OVERHEAD OBSTRUCTIONS: 6'-8" • PROJECTIONS: MAXIMUM 4 INCHES IF OVER 2'- 3" ABOVE FLOOR. PROVIDE TEXTURED PATH WHEN OBSTRUCTIONS ARE IN THE PATH OF TRAVEL. • EMERGENCY SIGNALS: AUDIBLE AND VISUAL. WHERE LIGHTED EXIT SIGNS ARE USED, THEY SHALL FLASH IN AN EMERGENCY. SIGNAGE • EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT". SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48 INCHES MINIMUM ABOVE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. THE BRAILLE CHARACTERS SHOULD BE ALIGNED TO THE LEFT SIDE OR CENTER ALIGNED. CBC 11B-703-3.2 & 11B-703.4.1. • PLACE A SIGN AT EVERY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE PATH OF TRAVEL DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH CBC SECTION 11B-703.7. PATH OF TRAVEL AND ACCESSIBLE ROUTE SIGNAGE , DOORS AND DOORWAYS ENTRANCE AND EXITS BUILDING ACCESS STAINLESS STEEL KICK PLATE DOOR MOUNTED RESTROOM SIGNAGE IN EQUILATERAL TRIANGLE, 1/4" THICK W/EDGES, 12" LONG, 60" HIGH A.F.F. POINTING UPWARDS (SEE DETAIL) PERMANENT ROOM IDENTIFICATION SIGNAGE W/ BRAILLE ON STRIKE SIDE OF DOOR(SEE DETAIL) MEN'S RESTROOM DOOR CL CL NOTES: 1. LEVER-STYLE HARDWARE ON BOTH SIDES OF DOORS. 2. ALUMINUM DOOR-MOUNTED RESTROOM SIGNAGE (MATTE FINISH ON BLACK BACKGROUND) 3. SIGNAGE IS LOCATED CENTERED IN DOOR LEAF AT 60" ABOVE FINISHED FLOOR. MEN MEN CL WOMEN WOMEN CL CL ALL GENDER RESTROOM WOMEN'S RESTROOM DOORALL GENDER RESTROOM DOOR ALL-GENDER RESTROOM DOOR MOUNTED RESTROOM SIGNAGE IN EQUILATERAL TRIANGLE, 1/4" THICK W/EDGES, 12" LONG, 60" HIGH A.F.F. POINTING UPWARDS (SEE DETAIL) SINGLE-USER STATEMENT AS - "UNISEX RESTROOM", "ALL GENDER RESTROOM", "RESTROOM"(TACTILE/BRAILE COMPLIANT NOTES: 1. LEVER-STYLE HARDWARE ON BOTH SIDES OF DOORS. 2. ALUMINUM DOOR-MOUNTED RESTROOM SIGNAGE (MATTE FINISH ON BLACK BACKGROUND) 3. SIGNAGE IS LOCATED CENTERED IN DOOR LEAF AT 60" ABOVE FINISHED FLOOR. CL CL STAINLESS STEEL KICK PLATE STAINLESS STEEL KICK PLATE CL CL 3 TOILET ROOM IDENTIFYING SIGNAGE NOTE: • PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT WRITTEN DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF ANY PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. TOILET ROOM SIGNS SHALL BE 1/4" THICK MATERIAL AND SHALL BE A CONTRASTING COLOR TO THE DOOR AND BACKGROUND. • ACCESSIBILITY SIGN MOUNTING HEIGHT PER CBC 11B-703.4.1 TYP. RESTROOM SIGNAGE 12" MEN WOMEN 6" M I N WOMEN MEN 2" M A X 5/ 8 " M I N 1/ 2 " M A X 3/ 8 " M I N 3/ 8 " M I N 2" M A X 5/ 8 " M I N 1/ 2 " M A X 3/ 8 " M I N 3/ 8 " M I N 6" M I N FIELD W/ SYMBOLS FIELD W/ TEXT CORRESPONDING TO GRADE 2 BRAILLE; MIN. 5/8" HIGH RAISED TYPE; MINIMUM 1/32" THICK; HELVETICA MEDIUM UPPERCASE FONT CL 48 " M I N 60 " M A X CL 48 " M I N 60 " M A X CL 58 " M I N 60 " M A X 12" CL 58 " M I N 60 " M A X PICTOGRAM & INTERNATIONAL SYMBOL: COLOR BLUE, TYP TACTILE WOMEN'S ROOM SIGN ROOM NAME: COLOR: WHITE, TYP. TACTILE MEN'S ROOM SIGN ROOM SIGN ATTACHED TO WALL SIGNAGE BACKING TO MATCH SIGN (AND MESSAGE CLIP, WHERE APPLICABLE) WALL PER PLAN JAMB BEYOND FIN. FLR. NOTE: PROVIDE A BLANK MATCHING PANEL ON REVERSE SIDE WHERE THERE ARE NO BACK TO BACK SIGNAGE 60 " A . F . F . M A X . TO B O T T O M O F T O P M O S T T A C T I L E LE T T E R S 48 " A . F . F . M I N . TO B O T T O M O F B R A I L L E PROPORTIONS DISPLAY CONDITIONS CBC FIGURE 11B-703.7.2.1 24 " MA X 48 M I N 24 " MA X CBC FIGURE 11B-305.5 ABAAS FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 32" MIN 36" MIN 48 " MI N 36" MIN X > 2 4 " CBC FIGURE 11B-305.7.1 ABAAS FIGURE 305.7.1 MANUEVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH 60" MIN X > 1 5 CBC FIGURE 11B-305.7.2 ABAAS FIGURE 305.7.2 MANUEVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 30 " M I N 48" MIN 30" MIN 60" DIAMETER SPACE 60" CBC FIGURE 11B-403.5.1 ABAAS FIGURE 403.5.1 CLEAR WIDTH FOR AN ACCESSIBLE ROUTE CBC FIGURE 11B-304.3.1 T-SHAPED SPACE FOR 180 DEGREE TURNS CBC FIGURE 11B-802.1.2 ABAAS FIGURE 802.1.2 WIDTH OF WHEELCHAIR SPACES 36"33" 33" CBC FIGURE 11B-304.3.2 ABAAS FIGURE 304.3.2 T-SHAPED TURNING SPACE A B 60 " 36 " 2 4 " 60" 12" 36" 12" 48 " (F) HINGE APPROACH, PUSH SIDE 44 " M I N 36"60 " M I N (D) HINGE APPROACH, PULL SIDE (A) FRONT APPROACH, PULL SIDE OF EXT. DOORS 24" MIN AT EXT. SIDE 60 " M I N MIN 18" 22 MIN (C) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 48 " M I N . 12" (B) FRONT APPROACH, PUSH SIDE 48 " M I N (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 48 " M I N 22 MIN (H) LATCH APPROACH, PULL SIDE MIN 24" 48 " M I N MIN 24" (K) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER 60 " M I N 44 " M I N MIN 24" (J) LATCH APPROACH, PUSH SIDE, (K) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER MIN 24"48 " M I N CBC FIGURE 11B-404.2.4.1 ABAAS FIGURE 404.2.4.1 STAIR DOWN EXIT 7 . 9 " 14.6" .8" 6" 6" ROUTE EXIT EXIT 6" 6" 8 1/4" 1' - 0 " 1. SIGN MATERIAL TO BE 1/8" THICK PLASTIC W/ 1/32" RAISED BORDER, GRAPHIC AND LETTERS. 2. LOCATE SIGN MAX. 12" AWAY FROM DOOR STRIKE SIDE. 3. LETTER AND NUMBERS ON SIGN SHALL HAVE A WIDTH-TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND STROKE WIDTH-TO-HEIGHT BETWEEN 1:5 AND 1:10. 4. SIGN TO BE MOUNTED SO THAT TACTILE CHARACTERS ON SIGN ARE LOCATED 48" MIN AFF MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX AFF MEASURED TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS PER SEC 11B-703.4.1 TACTILE EXIT SIGN EXIT ROUTE SIGNEXIT STAIR DOWN SIGN ACCESSIBLE ACCESSIBILITY SYMBOL LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 3 9 P M G-142 ACCESSIBILITY DETAILS & NOTES 2510 Au t h o r 3" = 1'-0"SIGN ATTACHMENT 8 PATH OF TRAVEL, SIGNAGE AND ACCESS 3" = 1'-0"RESTROOM SIGNS 7 1" = 1'-0"RESTROOM SIGNS 6 1/4" = 1'-0"ACCESSIBLE CLEAR FLOOR OR MANUEVERING CLEARANCES 10 1/4" = 1'-0"MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES 11 12" = 1'-0"INTERNATIONAL ACCESSIBILITY SYMBOL 9N.T.S.ACCESS INT'L SYM FOR HEARING LOSS 1 3" = 1'-0"TACTILE ACCESSIBILITY SIGNAGE 12 1/4" = 1'-0"DOOR CLEARANCE 3 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THIS SECTION. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B. 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE "I". LOWER CASE CHARACTERS ARE PERMITTED . FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUNDS. 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: a. LETTER AND NUMBERS ON SIGN SHALL BE RAISED 1/32" MINIMUM (CBC 11B-703.2.1) AND SHALL BE SAN- SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH (CBC 11B-702.2.3) b. RAISED CHARACTER OR SYMBOLS SHALL BE MINIMUM OF 5/8" HIGH & MAX OF 2". c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT DESCRIPTION VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. (CBC 11B-703.60). 7. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 2.50 MM) ON CENTER IN EACH CELL WITH (7.6 MM) SPACE BETWEEN CELLS, MEASURED FROM THE FIRST COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF (0.60 MM) ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. 8. ENTRANCES TO BUILDINGS AND FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. IN EXISTING BUILDINGS AND FACILITIES, ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE COMPLYING WITH INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 9. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH (CBC 11B-703.3) SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNT SIGNAGE SO THAT TACTILE CHARACTERS ON SIGN ARE LOCATED 48" MIN AFF MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX AFF MEASURED TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE ON THE LATCH SIDE OF THE DOOR MOUNTED SO THAT A CLEAR FLOOR SPACE OF 18" MIN X 18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION & 45 DEGREE OPEN POSITION. SIGNAGE ACCESSIBILTY REQUIREMENTS REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 4 3 P M A-001 AS-BUILT REFERENCE 2510 Au t h o r NOT FOR CONSTRUCTION AS-BUILT DETAILS SHOWN FOR REFERENCE ONLY REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 WEST MACARTHUR BLVD MA I N S T R E E T PROJECT LOCATION (E) GAS STATION EV SP A C E (E) TRASH ENCLOSURE (E) ROOF COVER OF GAS STATION G-140 5 TYP. G-140 5 TYP. G-140 2 TYP. G-140 14 TYP. (E) ACCESSIBLE PARKING (E) ACCESSIBLE PARKING G-140 8 TYP. (E) DETECTABLE WARNING, TYP.(E) DETECTABLE WARNING, TYP. (E) ACC. SIGNAGE, TYP. SEE SHEET G-140 (E) TRANSFORMER(E) TRASH ENCLOSURE A-210 3 NO PARKING (E) GGI TANK (E) UNIT GAS AND WATER METER, SEE PLUMBING PLANS CITY WATER MAIN EXISTING 2" WATER METER EXISTING 2" WATER SERVICE FROM WATER MAIN UP TO WATER METER 2 1 ARCHITECTURAL LAYOUT - LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BRING DISCREPANCIES TO THE ARCHITECT’S ATTENTION. CONCRETE PAVING SAWCUT SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPOXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO REMAIN. SEE STRUCTURAL DRAWINGS. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE IN OWNER’S GEO-TECHNICAL REPORT. NOISE LEVEL COMPLIANCE COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FOR AFTER-HOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. DIRECT NOISE COMPLAINTS TO THE CONSTRUCTION MANAGER. CLEAN JOBSITE AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT AND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. GEO-TECHNICAL REPORT SEE OWNER’S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACTION CRITERIA UNDER PAVEMENT. EXPANSION / CONTROL JOINTS CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15'-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX UNLESS OTHERWISE NOTED PARKING STALL STRIPING ALL PARKING STALL STRIPING SHALL BE PER LOCAL JURISDICTION STANDARDS. DIMENSIONS ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. EXISTING WORK ALL EXISTING WORK IS TO REMAIN UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING AT THE CONTRACTOR’S EXPENSE ANY EXISTING ITEM DAMAGED BY CONSTRUCTION AND, OR DEMOLITION ACTIVITY. THE DAMAGED ITEMS SHALL BE RESTORED TO AN “AS-WAS” OR BETTER CONDITION, OR REPLACES AT THE OWNER’S DISCRETION. WASTE MANAGEMENT CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION WASTE MANAGEMENT COMPLIANCE DEFINED BY LOCAL GREEN BUILDING ORDNANCE(S), INCLUDING BUT NOT LIMITED TO SORTING AND SEPARATING MATERIALS DERIVED FROM CONSTRUCTION AND DEMOLITION DEBRIS INCLUDING BUT NOT LIMITED TO CONCRETE, REINFORCING STEEL AND ASPHALT. TRAFFIC & PEDESTRIAN ACCESS SCHEDULE CONSTRUCTION WASTE MATERIAL REMOVAL IN A MANNER TO INSURE MINIMUM INTERFERENCE WITH VEHICLE TRAFFIC AND PEDESTRIAN ACCESS INCLUDING ADJACENT PROPERTIES WHEN APPLICABLE, PER LOCAL REQUIREMENTS. SITE DRAINAGE CONTRACTOR SHALL MAINTAIN NECESSARY TEMPORARY SITE DRAINAGE DURING DEMOLITION AND CONSTRUCTION ACTIVITY. LANDSCAPE PROTECTION PROTECT EXISTING PLANTING AREAS INCLUDING TREES, SHRUBS, TURF AND IRRIGATION SYSTEM SHOWN TO REMAIN. COORDINATE NEW WORK WITH EXISTING AS-BUILT FIELD CONDITIONS. SEE LANDSCAPE DRAWINGS. CONSTRUCTION BARRICADES CONTRACTOR BEARS SOLE RESPONSIBILITY FOR CONSTRUCTION BARRICADES, PROTECTIVE CANOPIES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER’S PERSONNEL, BUILDING TENANTS AND THE GENERAL PUBLIC FROM INJURY DURING CONSTRUCTION. DAMAGE REPAIR PROMPTLY REPAIR DAMAGE WHEN OCCURS AT NO ADDITIONAL COST TO OWNER. DUST CONTROL USE TEMPORARY ENCLOSURES OR OTHER SUITABLE METHODS SUCH AS WATERING TO CONTROL DUST IN ACCORDANCE WITH LOCAL JURISDICTION. EQUIPMENT ANY EQUIPMENT STORED ON SITE AWAITING INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE. POTABLE WATER SUPPLY LINE PROPERTY LINE LIMIT OF WORK ACCESSIBLE PATH OF TRAVEL ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY PRIMARY BUILDING ENTRANCE SECONDARY BUILDING ENTRANCES INTERIOR AND ROOF RENOVATION AREA N.I.C. AREA OF IMPROVEMENT KEYNOTE TAGD20 / 10 3 (E) ROOF WELL AND MECHANICAL UNIT 19' - 4" 11 ' - 8 " WATER UTILITY INSTALL 2 INCH BACKFLOW PREVENTION DEVICE FOR DOMESTIC PURPOSES PER STANDARD PLAN NO. 1432. PLEASE NOTE THAT THE RESPONSIBILITY FOR BACKFLOW DEVICE INSTALLATION AND MAINTENANCE BETWEEN TENANT AND LANDLORD IS NOT DETERMINED BY THE CITY. THE PROPOSED BACKFLOW DEVICE(REDUCED PRESSURE PRINCIPLE DEVICE) NEEDS TO BE INSTALLED DIRECTLY AFTER THE WATER METER TO PROTECT THE DOMESTIC/POTABLE WATER SERVICE PER THE STATE WATER RESOURCES CONTROL BOARD'S CROSS-CONNECTION CONTROL POLICY HANDBOOK/REGULATIONS. EXISTING 2" PRESSURE VACUUM BREAKER BACKFLOW DEVICE FOR PROTECTION OF IRRIGATION SERVICE. 3 1 2 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : US E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 2 7 / 2 0 2 6 1 0 : 1 1 : 5 8 A M A-010 SITE PLAN 2510 Au t h o r 1" = 20'-0"SITE PLAN 1 GENERAL NOTES SITE LEGEND N (E) SITE PLAN FROM OTHER PERMIT SET. NOT TO SCALE. FOR REFERENCE ONLY REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 SITE UTILITY KEYNOTES GENERAL NOTES 1. SEE G-SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. ALL DEMOLITION WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH CITY OF ESCONDIDO WASTE MANAGEMENT PLAN REQUIREMENTS FOR DISPOSAL AND RECYCLING OF WASTE MATERIALS. 3. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE, AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF STRUCTURE BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION. 5. CONTRACTOR SHALL PROMPTLY DISPOSE OF DEMOLISHED MATERIALS, AND SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. 6. ANY ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIAL FOUND NOT INDICATED IN HAZMAT INVESTIGATION REPORT SHOULD NOT BE DISTURB. IMMEDIATELY NOTIFY THE OWNER, HAZARDOUS MATERIALS WILL BE REMOVED UNDER SEPERATE PERMIT. 7. PATCH AND REPAIR ALL EXISTING PARTITIONS AFTER DEMOLITION WHERE DAMAGE HAS OCCURRED AT UNPROTECTED LOCATIONS. PLEASE NOTE THAT DEMOLITIONS ACTIVITY MAY OCCUR BEYOND WORK LIMITS SHOWN ON DEMOLITION PLAN DUE TO CONCEALED CONDITIONS 8. ALL EXISTING WORK TO REMAIN UNLESS OTHERWISE NOTED. 9. WHERE EXISTING CERAMIC TILE, FABRIC OR VINYL WALL COVERING IS SCHEDULED TO BE REMOVED, AND THE GYPSUM BOARD PAPER IS DAMAGED IN THE PROCESS, REMOVE EXISTING LAYER OF GYPSUM BOARD TO EXPOSE EXISTING WOOD STUD FRAMING. PROVIDE NEW GYPSUM BOARD TO MATCH EXISTING, AND AT RATED ASSEMBLIES, PROTECT AND MAINTAIN EXISTING UL COMPONENTS AS REQUIRED TO RETAIN UL RATING. 10. PROTECT WORK AREA INCLUDING NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, AS REQUIRED TO PROTECT THE PUBLIC AND BUILDING OCCUPANTS DURING CONSTRUCTION. DAMAGE TO NEW AND EXISTING STRUCTURES, EQUIPMENT, MATERIALS AND FINISHES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE SOLE EXPENSE OF THE CONTRACTOR. 11. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALL FINISHES, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.O.N. PREPARE SURFACES FOR NEW FINISHES FOR ALL AREAS AFFECTED BY THE DEMOLITION. 12. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.O.N. 13. REMOVE DEMOUNTABLE PARTITIONS AS NOTED AND SAVE FOR REINSTALLATION U.O.N. 14. REMOVE AND DISCARD ALL FLOOR FINISHES AND WALL BASE AS WELL AS FLASH PATCH, MASTIC AND ADHESIVES DOWN TO THE STRUCTURAL CONCRETE FLOOR SLAB AND PREPARE FOR NEW FINISHES ON AREAS AFFECTED BY DEMOLITION. 15. REMOVE ALL EXISTING MATERIALS CREATING UNEVEN, OUT OF TOLERANCE SUBSTRATE INCLUDING BUT NOT LIMITED TO FASTENERS, COVER PLATES, RESILIENT FLOORING, CARPET PAD, ETC. 16. FOR ALL EXISTING WALLS TO REMAIN ALL CABINETRY, SIGNAGE, SHELVING, EQUIPMENT, EXPOSED BLOCKING, TACK BOARDS, ELECTRICAL PIPING AND WALL MOUNTED ACCESSORIES, TO BE TEMPORARILY REMOVED, PATCH , REPAIR AND PREP FOR NEW PAINTING. COORDINATE WITH OWNER AND ARCHITECT FOR REUSE / RELOCATING OR STORING EXISTING ITEMS. 17. FOR ALL EXISTING WALL TO BE REMOVED, ANY ITEMS ON WALLS TO BE REMOVED, COORDINATE WITH OWNER FOR REUSE / RELOCATING OR STORING EXISTING ITEMS. FOR EXISTING ELECTRICAL EXPOSED PIPING TO BE REMOVED AND REUSE, PULL BACK, CAPPED OFF TO ACCESSIBLE LOCATION. 18. ALL LIFE SAFETY DEVICES SHALL REMAIN ACTIVE DURING DEMOLITION AND CONSTRUCTION. 19. SAW CUT FLOOR SLAB TO RECEIVE NEW PLUMBING SCOPE. 20. COORDINATE ANY RELATED WORKS TO BE REMOVED WITH CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING. 21. COORDINATE STORAGE, DISPOSAL, AND PARKING WITH THE CONSTRUCTION MANAGER. NOTE: 1. SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR WALL FINISH INFORMATION 2. STAGGER AND CAULK AROUND ELECTRICAL OUTLETS AND OTHER BOXES. CAULK AROUND CONDUIT AND OTHER THROUGH-THE-WALL PENETRATIONS. 3. REFER TO STRUCTURAL X/S1.XX FOR WALL CONDITIONS AT DUCT PENETRATIONS. 4. REFER TO STRUCTURAL X/S1.XX FOR METAL STUD GA. - ASTM E 814 OR UL 1479 "FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS" - ASTM E119 OR UL 263 "FIRE TEST OF BUILDING CONSTRUCTION AND MATERIALS" - ASTM E 1966 OR UL 2079 "TEST FOR FIRE-RESISTANCE JOINT SYSTEMS" FIRESTOP TEST STANDARDS IN REFERENCE TO: DUST MITIGATION NOTES: 1. DUST CONTROL: THE GENERAL CONTRACTOR SHALL MAINTAIN CONTINUOUS DUST ABATEMENT PROCEDURES INCLUDING TRASH REMOVAL. THE JOB SITE SHALL BE LEFT CLEAN AND ORDERLY AT THE END OF EACH DAY. 2. CONTAIN CONSTRUCTION WASTE WITHIN DEMOLITION ZONE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 3. REMOVE TEMPORARY WORK BARRIER / DUST CONTROLS CAREFULLY TO MINIMIZE SPREADING DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. DEMO NOTES A1 NEW WINDOW DOOR AREA N.I.C. KEYNOTE TAG DOOR TAG WINDOW TAG WALL TAG EXISTING SHEAR WALL EXISTING WALL TO REMAIN DEMOLISHED WALL D20 / 10 A101 01 3 4 (E) FRONT DOOR 3 4 240" 53 4 1 / 4 " 113 1/2" 53" 63 1/2" 83 1 / 8 " 83 1 / 8 " 82 7 / 8 " 121 1/2" 17 6 " LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 4 6 P M A-100 DEMO FLOOR PLAN 2510 Au t h o r 00 DEMO WALL LEGEND1/4" = 1'-0"DEMO FIRST FLOOR PLAN 11/4" = 1'-0"FLOOR PLAN - EXISTING 2 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 (N) 2X4 WOOD STUD @16" O.C. WALL - SEE DETAIL (N) 2X6" STUD WALL @16" O.C. - SEE DETAIL NEW WALL TYPES EXISTING WALL TYPES W1 W2 W3 (N) 2X6" WOOD STUD @16" O.C. INTERIOR PARTITION W/ FIRE RATED TYPE X GYP AND STAINLESS STEEL COVER - SEE DETAIL GRAY LINE INDICATES (E) WALLS TO REMAIN /14 A-501 /13 A-501 /12 A-501 (N) WATER RESISTANT STUD WALL @16" O.C. - SEE DETAIL W4 /15 A-501 1. SEE G-SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. COORDINATE THE WORK SHOWN ON THE DRAWINGS AND IN THE PROJECT MANUAL IN ORDER TO COMPLETE THE PROJECT AS DESIGNED. 3. ALL CONSTRUCTION IS TO COMPLY WITH THE APPLICABLE CODES AS ADAPTED BY THE REGIONAL, STATE, AND NATIONAL AUTHORITIES HAVING JURISDICTION. 4. ALL WORK SHALL CONFORM TO CONTRACT DOCUMENTS. NO CHANGES THEREFROM SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 5. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. 6. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. DO NOT ADJUST DIMENSIONS INDICATED AS “CLEAR” WITHOUT WRITTEN DIRECTION FROM ARCHITECT. DRAWINGS SHALL NOT BE SCALED. VERIFY ALL DIMENSIONS AND EXISTING AS BUILT FIELD CONDITIONS, INCLUDING FIELD MEASUREMENTS PRIOR TO START OF WORK, NOTIFY ARCHITECT WHERE DISCREPANCIES OCCUR. 7. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNT. EQUIPMENT, ETC. 8. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVERALL, NOTIFY ARCHITECT IN WRITING WHERE DISCREPANCIES OCCUR. 9. PATCH FLOOR AND WALL AREAS DAMAGED DUE TO NEW CONSTRUCTION OR WHERE PENETRATIONS HAVE BEEN MADE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. FIRESAFE AT UL RATED ASSEMBLIES CONSISTENT WITH EXISTING UL RATING. 10. PATCH AND REPAIR ALL EXISTING PARTITIONS AFTER DEMOLITION WHERE DAMAGE HAS OCCURRED AT UNPROTECTED LOCATIONS. PLEASE NOTE THAT DEMOLITION ACTIVITY MAY OCCUR BEYOND WORK LIMITS SHOWN ON DEMOLITION PLAN DUE TO CONCEALED CONDITIONS. 11. THE CONTRACTOR SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS SIZES AND POSITIONS OF ALL SYSTEMS, EQUIPMENT, MOUNTING, AND ATTACHMENTS RELATING TO THE WORK. 12. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL DIMENSIONS SIZES AND POSITIONS OF OPENINGS IN SLABS AND WALLS NECESSARY TO THE INSTALLATION OF THE WORK. 13. ALL EQUIPMENT, CONTROLS AND TERMINATIONS SHALL BE POSITIONED FOR SAFE, DIRECT AND EASY ACCESS. REFER TO OTHER TRADES DOCUMENTS AND COORDINATE. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED BY A PLUS/MINUS DIMENSION. 15. CONTRACTOR SHALL CHECK ACCURACY OF DIMENSIONS ON PLANS WITH ACTUAL FIELD DIMENSIONS. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. 16. CONTRACTOR SHALL NOT START ANY CONSTRUCTION OR ANY OFF-SITE FABRICATION OF MATERIALS UNTIL THE DRAWINGS DIMENSIONS ARE VERIFIED WITH ACTUAL FIELD CONDITIONS. DO NOT SCALE DRAWINGS. 17. COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, ELECTRICAL AND MANUFACTURER FOR ANY RELATED WORK. (N) WATER CLOSET, PER PLUMBING (N) URINAL, PER PLUMBING (N) LAVATORY, PER PLUMBING (N) MOP SINK, PER PLUMBING FIRE EXTINGUISHER EXISTING CONCRETE TO REMAIN AC UNIT PER MECH. DOWNSPOUT ALIGN FINISHES SERVICE LADDER ACCESSIBLE COUNTERTOP NEW CONCRETE 2 30" X 48" CLEAR SPACE2 ? 3 A-300 59 ' - 2 " 59 ' - 2 " WALK-IN COOLER 60"X72" 6' - 1 1 " 6' - 1 1 " 25 2 1 / 2 " 44 ' - 6 " (E) FRONT DOOR (E) REAR DOOR F.E. 499 SF COOK PREP 539 SF OPEN DINING 53 SF RESTROOM 37 SF STORAGE DUAL SWING DOOR SERVICE WINDOW FS FD FD 18 " x 3 9 " 6 S H E L F 18"x39" 6 SHELF 44 3/4" (E)ELEC PANEL CLEAR 1 75 3/4" 31 3/4"41 1/2"31 1/2"80 3/4" AD J A C E N T C O M M E R C I A L S P A C E AD J A C E N T C O M M E R C I A L S P A C E 20' - 0" FS TABLE 18"X24" 60 7/8" A-400 6 3 4 3 3 1 2 5 1 3 A-402 7 6 A-402 9 12 11 10 W3 W-1 W4 5 A-500 6 A-501 A-400 2 FOR SINKS SPECIFICATIONS, REFER TO PLUMBING DRAWINGS, TYP. 24" 20 " TYP. SUPPLY RACK ANCHORAGE PER DETAIL /10 A-500 7 A-500 W1 A-400 4 3 11 A-501 1 2 3 4 5 6 7 9 10 11 12 13 14 15 17 18 30 W1 5 22 24 23 21 21 16 25 20 18"x39" 6 SHELF OVERHEAD SHELF. FOR MOUNTING, SEE DETAIL /15 A-500 19 18 " x 3 9 " 6 S H E L F 27 42 " 2 4' - 0 7 / 8 " 2 A-401 2 4 W1 W1 W1 2 W1W4 W4 PONY WALL 4 PROVIDE "ALL GENDER" RESTROOM SIGNAGE ON DOOR PER /6 G-142 2 A-400 11 APPROVAL FOR COOLER COMPONENTS: WALL AND CEILING PANELS -ESR-3775 FOAM INSULATION -ESR-2142 DOOR AND HARDWARE -UL-471 3 STAINLESS STEEL RACK 1: 18" X 39" X (6 TIER SHELVING) = 19.5 RUNNING FT STAINLESS STEEL RACK 2: 18" X 39" X (6 TIER SHELVING) = 19.5 RUNNING FT STAINLESS STEEL RACK 3: 18" X 39" X (6 TIER SHELVING) = 19.5 RUNNING FT STAINLESS STEEL RACK 4: 18" X 39" X (6 TIER SHELVING) = 19.5 RUNNING FT FRONT DESK SHELVING: 18" X 12' (2 TIER SHELVING)= 24' RUNNING FT TOTAL DRY FOOD STORAGE SPACE = 102'-0" RUNNING FT. NOTE AT LEAST 50% OF THE MINIMUM REQUIRED SHELVING BE READILY ACCESSIBLE TO THE STAFF . FOOD PREP RAW FOOD STORAGE DRY FOOD STORAGE WARE WASHING DELIVERY FOOD SERVED ZONE 1 ZONE 3 ZONE 2 ZONE 4 ZONE 5 ZONE 6 FRONT DESK SHELVING QTY MAKE PHASE ELECTRICAL NEW1 NOTES GAS / BTU PER HR PLUMBING MODEL LISTING / APPROVAL (E) / (N) EQ# AMPSWATTS HOT WATER COLD WATER 01 CAPTIVEAIRE ND-2 SERIES 16 FT UL 710, NFPA - - - - - -INCLUDE FIRE SUPPRESSION SYSTEM AND ALARM EXIST102 VERIFY IN FIELD VERIFY IN FIELD - - 100A 3 PH - - - ELECTRICIAN TO VERIFY CONDITION OF (E) PANEL PRIOR TO CONNECTING ALL EQUIPMENT NEW203 COOLER DEPOT HT-L-6 NSF - - - - - -LEGS TO BE ROUND AND 6" MIN. HEIGHT NEW104 STEELTON #522MS242412 24"X24"X12" 18 GAUGE 304 SS NSF - - - YES YES -INCLUDE VACUUM BREAKER AT FAUCET NEW105 SCHWANK BREEZE9 AC-1048-12-BK UL507 530 W 4.5 A 1 PH - - -PROVIDE SENSOR FOR WHEN STAFF DOOR IS OPEN NEW106 OMCAN #43789, 18-GA 304 SS, CENTER DRAINS AND 4 FAUCET HOLES NSF - - - YES YES - PROVIDE 22" W LEFT AND RIGHT DRAIN BOARDS. PROVIDE 6" SPLASH GUARD BOTH SIDES NEW107 TOAST TOAST FLEX W/ TOUCH PAD N/A 60 W 0.5 A 1 PH - - - MODEL PROVIDED FOR PLANNING PURPOSES. EXACT MODEL SUBJECT TO CHANGE PER OWNER NEW108 CAPTIVEAIRE INLINE3-24D SUPPLY UNIT UL705, CSA STD. C22.2 3,730 W 12 A 3 PH. 208V - -12,730 BTU/HR - NEW110 DUKERS APPLIANCE CO.DCR60-6B24GM NSF / ANSI 2 - -1 PH, 120V - -278,000 BTU/HR 3/4” NPT REAR GAS CONNECTION NEW109 CHEF AAA ICE-O-MATIC ICEU220K NSF, ETL 526 W 4.8 A 1 PH - YES 1,796 BTU/HR - NEW111 MIGALI C-U48F-HC ETL 747 W 6.5 A 1 PH, 120V - -2,547 BTU/HR R290 REFRIGERANT NEW112 DUKERS DCF3-NG CSA - - - - -NATURAL GAS, 90,000 BTU/HR 4" GAS LINE CONNECT, 40 LB OIL TANK CAPACITY FOR HIGH-VOLUME FRYING NEW113 MIGALI C-2FB-HC ETL, ISO 9000 1,380 W 12 A 1 PH, 120V - -4,709 BTU/HR R290 REFRIGERANT NEW114 OMCAN USA 48000 (CE-CN-0022-NG) ETL - - - - -NATURAL GAS, 140,000 BTU/HR 70,000 BTU; 1/2" GAS CONNECTION NEW115 AMERIKOOLER QC060872 - NBSC (96″ W × 72″ D × 86.25″ H)UL 471, NSF 2,800 W 9 A 1 PH, 120V - - -ACRYLUME METAL FINISH ON INSIDE AND OUTSIDE. SEE MECHANICAL NEW116 DUKERS DCSPA1 + DCSPA2 ETL - - - - -NATURAL GAS, 80,000 BTU/HR 3/4” NPT REAR GAS CONNECTION NEW117 OMCAN USA 43772 ONE TUB POT SINK CSA - - - - - -3.5″ CENTER DRAIN. PROVIDE 6" SPLASH GUARD LEFT SIDE NEW118 CHAMPION INDUSTRIES UL-130 LOW TEMP U/C DISHWASHER UL-130 1,380 W 12 A 1 PH, 120V - - -21 RACKS. PROVIDE CLEANABLE BASE NEW119 MIGALI C-U48R-HC ETL, ENERGY STAR 402 W 3.5 A 1 PH, 120V - -1,372 BTU/HR R290 REFRIGERANT, 12 CU FT INTERIOR SPACE NEW120 NOT USED NOT USED - - - - - - - - NEW221 OMCAN USA 44586 NSF, CSA - - - YES YES - PROVIDE 6" SPLASH GUARD BOTH SIDES. INCLUDE FABRICATED HAND SINK FAUCET NEW122 KUARBARR 12"D x 30"W x 33"H NSF - - - - - -PROVIDE CASTERS WITH LOCKING OPTIONS NEW223 REGENCY SW1860-3-16-V 16 GAUGE STAINLESS STEEL NSF - - - - - - - NEW124 2507B TRAPPER - N/A N/A N/A - - - 8 D-CELL BATTERY POWEREDDEMA NEW125 5624704 - 3M WATER FILTRATION NSF 42 NSF 53 NSF 372 - - - NO YES -WALL MOUNTED. 125 PSI MAX. 3/4" WATER CONNECT.SOLVENTUM NEW226 NPE-240A2 / S2 NSF 5, CSA, SCAQMD 240 W 2 A 1 PH, 120V YES YES NATURAL GAS, 199,900 BTU/HR 3/4″ NPT GAS AND WATER IN/OUT STANDARD. CONDENSATE LINE TO FLOOR SINK BELOW. SEE PLUMBING NAVIEN DRAIN - - - DIRECT - INDIRECT - - - INDIRECT - - - - INDIRECT - DIRECT DIRECT - - - - - INDIRECT - INDIRECT EQUIP. TYPE 1 VENTED HOOD ELECTRIC PANEL STAFF LOCKERS MOP FLOOR SINK AIR CURTAIN 3 COMP. SINK POINT OF SALE AND REGISTER MAKE-UP AIR SYSTEM COMBINATION GAS RANGE ICE MAKER AND BIN LOW FREEZER 2 DOOR W/ PREP TABLE FRYER W/ THREE TUBE BURNER 2 DOOR FH REFRIGERATOR GAS PASTA COOKER WALK IN COOLER STOCK POT COMBO RANGE FOOD PREP SINK DISHWASHER LOW REFRIG. 2 DOOR W/ PREP TABLE MERCH REFRIGERATOR HANDWASH SINK SS TABLE SS WALL SHELF CHEMICAL DISPENSER WATER FILTRATION SYSTEM TANKLESS HOT WATER HEATER NEW127 LUCERNE MODEL 0355034.020 ANSI A112 - - - YES YES - WALL HUNGAMERICAN STANDARD -LAVATORY NEW128 DIRECT UPBLAST SYSTEM - DU-HFA UL-762 1200 W 6 A 3 PH (230V)- - - FAN MOTOR TO REACH 5,000 CFM MIN. FOR 100% COVERAGE OF SYSTEM AIR CAPTIVEAIRE EXHAUST FAN -EXHAUST FAN VENTED HOOD NEW129 SUI-9913-CX SUI SERIES ETL - - - - - - VERTICAL LIFT TRANSACTION WINDOW MANUAL 24" W X 48" H CLEAR ANODIZED QUIKSERV -SERVICE WINDOW NEW130 XST-48-18-N ETL - 3 A 1 PH, 120V - -3,400 BTU/HR R290 REFRIGERANTREFRIGERATION X -2 DOOR FOOD PREP TABLE 1 1 1 2 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 4 8 P M A-200 FLOOR PLAN 2510 Au t h o r NEW WALL LEGEND GENERAL NOTES FLOOR PLAN LEGEND 1/4" = 1'-0"FLOOR PLAN - NEW 1 DRY FOOD STORAGE CALCULATION REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 D HEALTH SUB 4 03/06/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 COLORED ZONING PLAN 1 EQUIPMENT SCHEDULE PAINT PT VENDOR: DUNN EDWARDS ID: DEW380 RL#005 COLOR: WHITE FINISH: SEMI-GLOSS PAINT, 2 COAT MIN. EACH LOCATION CET VENDOR: ARMSTRONG STYLE: CLEAN ROOM "VL" 870 COLOR: WHITE SIZE: 2'X4' GRID: HEAVY DUTY PRELUDE XL SUSPENDED CEILING TILE 2'X4' VENDOR: DALTILE ITEM: 6" X 6" SQUARE FLOOR AND WALL TILE - 0Q4066F1A COLOR: RED BLAZE - 4124 TEXTURE: MATTE THICKNESS: 1/2" QUARRY TILE QT P = PAINT B = BASE PL = PLASTIC LAMINATE C = CARPET WD = WOOD ST = STONE SDT = STATIC DISSIPATIVE TILE FT = FLOOR TRANSITION CT = CERAMIC TILE G = GROUT RF = RESILIENT FLOORING GL = GLASS MTL = METAL SSM = SOLID SURFACE WT = WINDOW TREATMENT FAB = FABRIC WC = WALL COVERING ACP = ACOUSTICAL CEILING PANEL CON = CONCRETE ANNOTATIONS AND DEFINITIONS 1. USE PL-1, PLASTIC LAMINATE FOR LOWER CASEWORK U.N.O. 2. USE PL- 2, PLASTIC LAMINATE FOR UPPER CABINET U.N.O. 3. USE HAFELE# 115..21.002 IN A STAINLESS STEEL FINISH FOR HARDWARE PULLS OF CASEWORK, U.N.O. REFER TO SPECIFICATION FOR ADDITIONAL HARDWARE INFORMATION. 064100 ARCHITECTURAL WOOD PLASTIC AND COMPOSITE 1. REFER TO THE REFLECTED CEILING PLANS FOR ACOUSTICAL CEILING TILE LOCATIONS AND EXTENTS. 2. ACOUSTICAL CEILING PANELS TO BE SMOOTH EASILY CLEANABLE W/O PERFORATIONS OR FISSURES PER TABLE CBC 1224.1.11 095110 ACOUSTICAL PANEL CEILINGS SEALED CONCRETE FLOORING CF VENDOR: GLAZE N' SEAL STYLE: MULTI PURPOSE SEALER COLOR: CLEAR FINISH: MATTE CONTACT: (949) 250-9104 OCHCA: PER APPROVED LIST A. EXISTING CONCRETE SLAB SHALL BE MECHANICALLY GROUND AND POLISHED TO ACHIEVE UNIFORM, DENSE SURFACE. B. FINISH LEVEL: CLASS B MEDIUM POLISH (800-GRIT MINIMUM) OR AS NEEDED TO MATCH AESTHETIC AND PERFORMANCE. NOTE: C. WATER-BASED, LOW VOC, COMPATIBLE WITH POLISHED CONCRETE FINISH. D. MUST ACHIEVE MINIMUM DCOF = 0.42 WET, VERIFIED BY MANUF. E. TRANSPARENT FINISH; SHEEN LEVEL COMPATIBLE WITH 800–1500 GRIT POLISHING. CTP VENDOR: SOLID SURFACE STYLE: LG HI-MACS COLOR: EBONY CONCRETE FINISH: SMOOTH COUNTERTOP TILE BV VENDOR: BELDEN BRICK STYLE: MODULAR 503 - 505 COLOR: RED FINISH: SMOOTH MASONRY VENEER VENDOR: DALTILE ITEM: 6" X 6" COLOR WHEEL CLASSIC COLOR: BLACK TEXTURE: MATTE THICKNESS: 1/2" CONTACT: 1-877-426-1500 CERAMIC TILE CT FRP COVER FRP VENDOR: GLASLINER SIZE: 0.090 IN. X 4 FT. X 8 FT. ID: DEW380 RL#005 COLOR: WHITE FRP FINISH: DECORATIVE WALL CEILING WALL FLOOR BASE GYPSUM DRY WALL CEILING WITH PAINT SEMI GLOSS ENAMEL PAINT, WASHABLE, SMOOTH, SEE TO NOTE #1 USG SHEETROCK FIRECODE TYPE X WITH PAINT, SEE NOTE #1 T BAR LAY-IN CEILING PANEL, 2X2 OR 2X4 METAL GALVANIZED PANEL, WASHABLE, SMOOTH GYPSUM DRY WALL WITH PAINT SEMI GLOSS ENAMEL PAINT, WASHABLE, SMOOTH - SEE NOTE #1 EXPOSED CEILING NON ABSORBENT RESISTANT WALL FINISH, 48" HIGH MIN. WALL COVERING WITH FRP OR CERAMIC TILE (LIGHT COLOR) 48" HIGH MIN. WALL COVERING WITH STAINLESS STEEL 48" HIGH MIN. 1. ALL WALL AND CEILING IN ALL STAFF AREAS SHALL BE SMOOTH, WASHABLE, DURABLE, NON ABSORBENT, AND EASILY CLEANABLE WITH A LIGHT COLORED (HAVING A LIGHT REFLECTANCE OF 70% OR GREATER) USE MRGB BACKING FOR WAINSCOT. 2. ALL FLOOR TILE TO BE DURABLE, NON ABSORBENT, AND EASILY WASHABLE. 3. FLOORING UNDER EQUIPMENT AND AT THE BASE COVES SHALL BE COMPLETELY SMOOTH, FLOOR SURFACES WHICH CONTAIN SLIP RESISTANT AGENTS SHALL BE RESTRICTED TO TRAFFICKED AREAS ONLY. 4. ALL COUNTER SURFACE INCLUDING UNDERSIDE TO BE DURABLE, SMOOTH, NON ABSORBENT, EASILY CLEANABLE, AND WASHABLE FINISH. MAY REQUIRE STAINLESS STEEL OR NSF APPROVED HIGH PRESSURE LAMINATE. 5. FLOOR SMOOTHED CONCRETE MUST BE TOP-SET TYPE CERAMIC COVED BASE. THE APPROVED MATERIAL: B&W TILE CO. #S-3619T. AND THE APPROVED CONCRETE SEALER MATERIAL: AQUA MIX SEALER'S CHOICE GOLD. 6. IF USING SHEET VINYL, THE APPROVED MATERIAL: USG SHEETROCK FIRECODE TYPE X 7. ALL EQUIPMENT SHALL BE EASILY MOVABLE (I.E. ON CASTERS) OR MIN. 6" ROUNDED METAL LEGS, OR SEALED TO MIN. TO MIN. 4" SOLID MASONRY ISLAND WITH MIN. 3/8" COVED BASE. 8. A MIN. 50 FOOT-CANDLE OF LIGHT MEASURED 30" A.F.F. IN KITCHEN, WARE WASHING, SERVICE AREA, THROUGHOUT FACILITY FOR GENERAL CLEANING ACTIVITY AND A MIN. 10 FOOT-CANDLE OF LIGHT MEASURED 30" A.F.F. IN RESTROOM AND STORAGE AREAS. FINISHES RO OMS KITC HEN A R EA HALL W A Y STORAGE AREA RESTROOM OPEN D I N I NG METAL GALVANIZED PANEL, WASHABLE, SMOOTH QUARRY TILE - SEE NOTES #2, #3, #4 CERAMIC TILE, NON-SLIP. SEE NOTES #2, #3 CARPETED OR WOODEN FLOOR VINYL TILE 12"X12" SHEET VINYL FLOOR - SEE NOTE #6 SMOOTH CONCRETE FL. W/ SEALER, SEE NOTE #5 QUARRY TILE - SEE NOTES #2, #3, #4 CERAMIC TILE 6" HIGH MIN. - CONTINUOUS CERAMICTILE 6" HIGH MIN. - SMOOTH CERAMIC TILE 6" HIGH MIN. - SLIM FOOT RUBBER 4" MIN. PROVIDE 3/8" RADIUS COVE METAL FLOOR WITH SURETREAD FINISH - FOR WALK-IN REF MASONRY VENEER COMMENTS 1 MOP S I N K SEE PLANS FOR SPECIFIC LOCATIONS OF MATERIAL FINISHES FOR EQUIP. AT HOOD 3 4 WALK-IN REFRIGERATOR FINISHES BASED ON CUTSHEETS. SEE SHEET M-104 CTP BV CF QT CF QT PT PT PT PT PT FRP FRP STAINLESS STEEL, ONE SIDE-SEE WALL DETAILS OPEN DINING AREA KITCHEN AREA REST ROOM STORAGE HA L L W A Y FRP PT CF SL SL SL .CET OVERHEAD CT CT FRP P1 FRP FRP ABOVE TILE - SEE INTERIOR ELEVATIONS PT PT FRP EXPOSED CEILING ABOVE - NO FINISH BV LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 4 8 P M A-201 FINISH FLOOR PLAN 2510 Au t h o r FINISH LEGENDFINISH SCHEDULE 1/4" = 1'-0"FLOOR FINISH PLAN 1 REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 NOTE: STAINLESS STEEL TO ONLY BE PROVIDED AT WALL WITH HEAT GENERATING EQUIPMENT. ALL OTHER WALLS REFER TO THE FINISH SCHEDULE. 1 FOR THE WALK-IN COOLER -REFER TO MECHANICAL CUTSHEETS ON THE SELECTED FINISHES AND SPECIFICATIONS.1 -4" 539 SF OPEN DINING 499 SF COOK PREP 53 SF RESTROOM 37 SF STORAGE 8'-0" 3 4 240" 28 1 3 / 4 " 82 7 / 8 " 83 1 / 8 " 4 A-500 PENDANT LIGHT FIXTURE, REFER TO ELECTRICAL, TYP. FOR LIGHT FIXTURE INFORMATION, REFER TO ELECTRICAL, TYP. FOR HOOD SPECIFICATIONS, REFER TO MECHANICAL 11 A-500 18 A-500 18 A-500 (E) ROOFTOP MECH. UNIT ABOVE FOR SUPPLY/RETURN INFORMATION, REFER TO MECHANICAL POSITION OF OVERHEAD (E) ROOF WELL 16 ' - 0 " /3 A-210 OPENING ABOVE WALK-IN COOLER (E) OR (N) WALL PER PLAN PLAN KEYNOTES (E) GYPSUM BOARD CEILING TO REMAIN, PROTECT IN PLACE SUPPLY/RETURN AIR REGISTER, REFER TO MECHANICAL DRAWINGS LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2X4 SUSPENSION T-BAR CEILING GRID WITH WASHABLE ACOUSTIC CEILING TILE PER DETAIL REFER TO SPECIFICATION EXIT SIGN TO ELECTRICAL DRAWINGS 10'-0"CEILING HEIGHT ABOVE FINISH FLOOR ROOM NUMBER GYPSUM BOARD CEILING PER DETAIL (E) COOLER/FREEZER ENCLOSURE CEILING, PROTECT IN PLACE 2X2 SUSPENSION T-BAR CEILING GRID WITH WASHABLE ACOUSTIC CEILING TILE PER DETAIL REFER TO SPECIFICATION 1 (E) PLASTER CEILING TO REMAIN, PROTECT IN PLACE. PATCH AND REPAIR CRACKS 3/8" WIDE AND OVER TO MATCH EXISTING SOFFIT FINISH. PAINT TO MATCH EXISTING COLOR CEILING MOUNTED ONE SIDED EXIT SIGN CEILING MOUNTED TWO SIDED EXIT SIGN WALL MOUNTED EXIT SIGN LINEAR FLUORESCENT TYP. CEILING GRID AND LIGHT FIXTURE AREA NOT IN SCOPE INDICATES MOUNTING HEIGHT +80 LINEAR FLUORESCENT WALL WASHER CEILING MOUNTED SPECIALTY PENDANT DENOTES EXISTING TO REMAIN DENOTES RELOCATED (E) (R) 123 # 1. FOR CEILING DETAILS, SEE THE A 500 SERIES SHEETS 2. FOR EXTERIOR WALL MOUNTED LIGHTING FIXTURES, SEE EXTERIOR ELEVATIONS FOR TYPES AND DIMENSIONS. 3. THIS PLAN HAS BEEN COORDINATED WITH THE MOST CURRENT ELECTRICAL, MECHANICAL AND PLUMBING PLANS. ADJUSTMENTS MAY BE REQUIRED DURING CONSTRUCTION TO DEAL WITH UNFORESEEN CONFLICTS THAT OCCUR. PRIOR TO PLACEMENT OF NAY ITEM ON THE CEILING PLANS THAT IS NOT SHOWN OR DOES NOT AGREE WITH THIS PLAN, ASK FOR CLARIFICATION FROM THE ARCHITECT. DROPPED CEILING FRAMING SHALL LAYOUT TO COORDINATE WITH ALL REQUIRED CEILING ITEMS. 4. ALL CEILING HEIGHTS ARE CLEAR DIMENSIONS AND SHALL BE ADJUSTED TO ACCOUNT FOR VARIATIONS IN TEXTURE AND PATTERNS. 5. WHERE LIGHT FIXTURES AND/OR OTHER DEVICES ARE GRAPHICALLY REPRESENTED AS BEING LOCATED IN THE CENTER OF A CEILING TILE, WHETHER DIMENSIONED OR NOT, THE CONTRACTOR SHALL LOCATE THE LIGHT FIXTURE, SPRINKLERS, OR DEVICE EXACTLY IN THE CENTER OF THE TILE. 6. ALL MECHANICAL AND ELECTRICAL ROOMS TO MEET MINIMUM FOOT CANDLE REQUIREMENTS AND SHALL LOCATE LIGHTS RELATIVE TO EQUIPMENT LOCATION. 7. ALL EXTERIOR EXPOSED UTILITY SUPPORTS TO BE GALVANIZED FINISH OR PAINTED. 8. REFER TO THE ELECTRICAL DOCUMENTS FOR SPECIFIC INFORMATION REGARDING LIGHT FIXTURES AND OTHER ELECTRICAL DEVICES SHOWN ON THIS SHEET, WHETHER THE LIGHT FIXTURE OR DEVICE IS RECESSED OR SURFACE MOUNTED. 9. REFER TO THE MECHANICAL DOCUMENTS FOR SPECIFIC INFORMATION REGARDING THE AIR REGISTERS, DIFFUSERS AND EXHAUST VENTS. 10. ADDITIONAL CEILING ACCESS PANELS MAY BE CALLED FOR BY THE MECHANICAL, PLUMBING, AND/OR ELECTRICAL DOCUMENTS, AND MAY NOT BE SHOWN ON THE REFLECTED CEILING PLANS. IN THIS EVENT, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE ACCESS PANEL WITH THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE CEILING WORK. 11. IN THE EVENT OF A CONFLICT BETWEEN THE REFLECTED CEILING PLAN AND THE CORRESPONDING DOCUMENTS OF THE OTHER DISCIPLINES, THE CONTRACTOR SHALL BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT OF RECORD FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 3 4 539 SF OPEN DINING 499 SF COOK PREP 53 SF RESTROOM 37 SF STORAGE 2x8 WD 2x8 WD2x8 WD 2x8 WD 2x 8 W D 2x 8 W D SISTER JOIST 2X8 TY P . 24 " O . C . 10' - 8"9' - 4" 9' - 4" 9' - 4" 9' - 4" W-1 W1W1W3 W4 (N) 2X4 WOOD STUD @16" O.C. WALL - SEE DETAIL (N) 2X6" STUD WALL @16" O.C. - SEE DETAIL NEW WALL TYPES EXISTING WALL TYPES W1 W2 W3 (N) 2X6" WOOD STUD @16" O.C. INTERIOR PARTITION W/ FIRE RATED TYPE X GYP AND STAINLESS STEEL COVER - SEE DETAIL GRAY LINE INDICATES (E) WALLS TO REMAIN /14 A-501 /13 A-501 /12 A-501 (N) WATER RESISTANT STUD WALL @16" O.C. - SEE DETAIL W4 /15 A-501 3 4 (E ) R O O F S L O P E (E ) R O O F S L O P E (E) ROOF WELL (E) 4 TON RTU - NOT IN SCOPE (E) CLERESTORY WINDOW TO REMAIN (E) VENT STACK (E) FLUE VENT (E) 4 TON RTU. TO REMAIN, PROTECT IN PLACE (N) MAKE UP AIR SYSTEM - SEE MECH. CUTSHEETS FOR SPECIFICATION 18' - 10" (N) (2) TANKLESS WATER HEATERS - SEE PLUMBING 11 ' - 5 " (E) ACCESS LADDER (E) ROOF DRAIN (E) OVERFLOW DRAIN 8 FOR CASCADING TANKLESS WATER HEATER CONNECT, SEE PLUMBING DETAILS SHEET 8 31 ROOF 10' -0" 2' - 6 " LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 4 9 P M A-210 RCP AND ROOF PLAN 2510 Au t h o r 1/4" = 1'-0"REFLECTED CEILING PLAN 1 LEGEND - RCP GENERAL NOTES - RCP 1/4" = 1'-0"ROOF PLAN 3 1/4" = 1'-0"ROOF FRAMING PLAN 2 NEW WALL LEGEND REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 1/4" = 1'-0"ROOF WELL ELEVATION 4 FIRST FLOOR 0' -0" ROOF 10' -0" CEILING 9' -4" 3 A-300 3 4 FIRST FLOOR 0' -0" ROOF 10' -0" CEILING 9' -4" IN T . T O P O F R I D G E 19 ' - 5 " 2 FIRST FLOOR 0' -0" ROOF 10' -0" CEILING 9' -4" OPEN DINING COOK PREP RESTROOM STORAGE TO P O F S T U D W A L L 18 ' - 0 " TO P O F S T U D W A L L 15 ' - 9 " TO P O F ( E ) S T U D W A L L 12 ' - 0 " 2 2 STUD SIZE (INCHES) 2 X 3 TABLE 2308.9.1 SIZE, HEIGHT, AND SPACING OF WOOD STUDS BEARING WALLS NONBEARING WALLS LATERALLY UNSUPPORTED STUD HEIGHT (FEET) SUPPORTING ROOF AND CEILING ONLY SUPPORTING ONE FLOOR, ROOF AND CEILING SUPPORTING TWO FLOORS, ROOF AND CEILING LATERALLY UNSUPPORTED STUD HEIGHT (FEET) SPACING (INCHES) SPACING (INCHES) 2 X 4 3 X 4 2 X 5 2 X 6 - 10 10 10 10 - 24 24 24 24 - 16 24 24 24 - - 16 - 16 10 14 14 16 20 16 24 24 24 24 FOR SI, 1 INCH = 25.4 MM, 1 FOOT = 304.8MM a. LISTED HEIGHTS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE JUSTIFIED BY AN ANALYSIS. b. SHALL NOT BE USED FOR EXTERIOR WALLS b a a LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 5 1 P M A-300 SECTIONS 2510 Au t h o r 1/4" = 1'-0"1 CROSS SECTION 1/4" = 1'-0"2 SECTION - OPEN DINING 1/4" = 1'-0"3 SECTION - KITCHEN REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 2 FIRST FLOOR 0' -0" ROOF 10' -0"CEILING 9' -4" 2 A-30034 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 8 : 5 2 P M A-310 EXTERIOR ELEVATIONS 2510 Au t h o r 1/4" = 1'-0"2 SCHEMATIC DESIGN - NORTH ELEVATION 1 ENTRY - 3D VIEW REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 1/2" = 1'-0"3 Elevation 4 - a 1 8' - 0 " 7' - 9 5/8" 1 11 2' - 0 " 6' - 0 " 1 2' - 0 " 6' - 0 " 6' - 10 7/8" 7 8' - 0 " 8 11 42" 8" 12 19 " M A X . MA X . 48 " 34 " 6' - 0 " 2' - 0 " 8' - 0 " 7' - 9 5/8" 1 3 542 67 11 36" 19" MAX 17" MIN 19" MAX 17" MIN 1 6' - 10 7/8" 8' - 0 " 2' - 0 " 6' - 0 " 11 WALL MOUNTED SOAP DISPENSER 1 WALL MOUNTED PAPER TOWEL DISPENSER2 WALL MOUNTED MIRROR3 WALL MOUNTED HAND WASHING SINK4 6'-0" HEIGHT WALL TILE 5 FLOOR MOUNTED ACCESSIBLE WATER CLOSET6 ACCESSIBLE GRAB BAR7 BOBRICK B-35745 TOILET PAPER AND SEAT COVER DISPENSER8 6" SLIMFIT COVE9 COVED TILE, SEE ARCH DETAILS10 FRP WALL COVERING, SEE FINISH SCHEDULE11 TOILET PAPER HOLDER12 4 SNEEZE GUARD 93" ACCESSIBLE COUNTERTOP HEIGHT LIGHTING PER ELECTRICAL, TYP. 32 " 38 " 36 " 80 " M I N . 6' - 2 " 1 2 2 8' - 0"5' - 0" 4" TOE CLEARANCE3 5' - 0" 7' - 11 1/2" 42 " 5' - 0" 7' - 11 1/2" 7' - 9" FORMICA SHELVING. KEEP CLEAN, SMOOTH, AND DURABLE PROVIDE COVE AT BASE PER DETAIL 12 " 4 " 12 " 5 1 / 2 " 2 NOTE: PENDANT LIGHT TO NOT EXTEND DIRECTLY ABOVE THE COUNTER 24" 41 1/2" 19 1/2" 4" 12 " 3' - 2 " 12 " FORMICA SHELVING. KEEP CLEAN, SMOOTH, AND DURABLE PROVIDE COVE AT BASE PER DETAIL A-400 8 9 10 7 7' - 10" 6' - 1 1 " 60" 5" 1' - 6" 36" 42 " 1' - 6" FD 3' - 6 " 2' - 8 " 6' - 2 " 5' - 0 1/2"2' - 1" 38" 30 " 48" 60" 3 1 / 2 " 11B-904.4 SALES AND SERVICE COUNTERS SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH SECTION 11B-904.4.1 OR 11B-904.4.2. THE ACCESSIBLE PORTION OF THE COUNTERTOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTERTOP. EXCEPTION: IN ALTERATIONS, WHEN THE PROVISION OF A COUNTER COMPLYING WITH SECTION 11B-904.4 WOULD RESULT IN A REDUCTION OF THE NUMBER OF EXISTING COUNTERS AT WORK STATIONS OR A REDUCTION OF THE NUMBER OF EXISTING MAIL BOXES, THE COUNTER SHALL BE PERMITTED TO HAVE A PORTION WHICH IS 24 INCHES (610 MM) LONG MINIMUM COMPLYING WITH SECTION 11B-904.4.1 PROVIDED THAT THE REQUIRED CLEAR FLOOR OR GROUND SPACE IS CENTERED ON THE ACCESSIBLE LENGTH OF THE COUNTER.FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS 11B-904.4.1 PARALLEL APPROACH A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES (914 MM) LONG MINIMUM AND 34 INCHES (864 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36 INCH (914 MM) MINIMUM LENGTH OF COUNTER. EXCEPTION: WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES (914 MM) LONG, THE ENTIRE COUNTER SURFACE SHALL BE 34 INCHES (864 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 0 9 P M A-400 ENLARGED PLANS 2510 Au t h o r 1/2" = 1'-0"RESTROOM - SOUTH 81/2" = 1'-0"RESTROOM - EAST 91/2" = 1'-0"RESTROOM - NORTH 10 1/2" = 1'-0"RESTROOM - WEST 7 1/4" = 1'-0"FRONT COUNTER ELEVATION 2 1/2" = 1'-0"ENLARGED RESTROOM PLAN 6 INTERIOR ELEVATION KEYNOTES 1/4" = 1'-0"BEHIND THE COUNTER ELEVATION 4 1/4" = 1'-0"EAST COUNTER ELEVATION 3 FRONT OF HOUSE - ISO 3D 1 REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 1/4" = 1'-0"WEST COUNTER ELEVATION 5 1 1 NOTE: DOOR IN ANY POSITION SHALL NOT ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAXIMUM. §11B-603.2.3 2 1/2" = 1'-0"ENLARGED ACCESSIBLE COUNTER 11 12" = 1'-0"SERVICE COUNTER ACCESSIBILITY 123 20' - 0" (E) STOREFRONT FACADE (E) STOREFRONT FRONT DOOR 00 15 ' - 1 0 1 / 2 " 20' - 0" 3' - 8 3/4" 9 MERCHANDISER REFRIGERATOR MECHANICAL DUCTING -SEE MECH. PLANS AIR REGISTER 1 21 BRICK VENEER 11 ' - 1 1 3 / 4 " 14.04° (E) ROOF SLOPE 17 ' - 1 0 1 / 4 " A-401 3 9' - 5 1 / 4 " WHITE GLOSS PAINT SEE FINISH SCHEDULE .19' - 11 1/4" 11 ' - 1 1 3 / 4 " 14.04° 8' - 8 7 / 8 " (E) ROOF SLOPE 5/8" GYPSUM WITH WHITE GLOSS PAINT SEE FINISH SCHEDULE 9 WALL MOUNTED SOAP DISPENSER 1 WALL MOUNTED PAPER TOWEL DISPENSER2 WALL MOUNTED MIRROR3 WALL MOUNTED HAND WASHING SINK4 6'-0" HEIGHT WALL TILE 5 FLOOR MOUNTED ACCESSIBLE WATER CLOSET6 ACCESSIBLE GRAB BAR7 BOBRICK B-35745 TOILET PAPER AND SEAT COVER DISPENSER8 6" SLIMFIT COVE9 COVED TILE, SEE ARCH DETAILS10 FRP WALL COVERING, SEE FINISH SCHEDULE11 TOILET PAPER HOLDER12 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 1 P M A-401 INTERIOR ELEVATIONS 2510 Au t h o r 1/2" = 1'-0"2 OPEN DINING - NORTH ELEVATION 1/2" = 1'-0"4 OPEN DINING - SOUTH ELEVATION 1/2" = 1'-0"1 OPEN DINING - WEST ELEVATION 1/2" = 1'-0"3 OPEN DINING - EAST ELEVATION REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 INTERIOR ELEVATION KEYNOTES D D AIR REGISTER PER MECHANICAL, TYP. 10 ' - 8 " 9 10 ' - 8 " 9 STAINLESS STEEL DRY FOOD STORAGE 2 WALK-IN REFRIGERATOR 2 DOOR FULL HEIGHT REFRIGERATOR DISHWASHER 3 COMP SINKICE MACHINE 1 DOOR BEVERAGE REFRIGERATOR 2 DOOR U/C REFRIGERATOR M48 DDD D D 4" 6" STAND 1 1 5" 4" CASTER 5"6" 120" 22"22"22" 3' - 2 " 4" 6" 4" CASTER 4" CASTER 5" 4' - 0 7/8" 3/8" COVE BASE ALL AROUND. SEE DETAIL /2 A-5001 24"24" 5' - 0" 2' - 0" EXTENDABLE FAUCET FOR ALL 3 COMPARTMENTS. SEE PLUMBING CUTSHEETS STAINLESS STEEL FLASHING UP TO CEILING HEIGHT 8' - 0 " 1' - 0 " 6 1/4" STAINLESS STEEL DRY FOOD STORAGE STAFF LOCKERS (2) MOP SINK WALL MOUNTED CLEANING DISPENSER A 6" 5 AIR CURTAIN 6' - 0 " WALL MOUNTED SS SHELVING 48 " M A X . FOOD PREP SINK HAND WASH SINK PASTA/NOODLE COOKER STOCK POT OVENSS SHELVING(E) ELEC PANEL TO REMAIN DEEP FRYER STOCK POT WATER TREATMENT SYSTEM 12"6" 10 1/2" 18" 16' - 0" ALL EQUIPMENT UNDER HOOD TO BE EQUIPPED WITH MIN. 4" CASTERS -OR TO BE ELEVATED MIN. 6" ABOVE THE FINISHED FLOOR ON LEGS. NOTE VENTED TYPE 1 HOOD - SEE MECHANICAL 31 " 6" 6"6"4' - 7 1/2" 3' - 4 1 / 2 " 24" 6" 1 USE REQUIRED ATTACHMENT SIDE SPLASH, LEFT AND RIGHT SIDES 1 STAINLESS STEEL WALL MOUNTED SHELF 6" SIDE SPLASH GUARD, ONE SIDE 6" 60" 6' - 0 " WALL MOUNTED SOAP DISPENSER 1 WALL MOUNTED PAPER TOWEL DISPENSER2 WALL MOUNTED MIRROR3 WALL MOUNTED HAND WASHING SINK4 6'-0" HEIGHT WALL TILE 5 FLOOR MOUNTED ACCESSIBLE WATER CLOSET6 ACCESSIBLE GRAB BAR7 BOBRICK B-35745 TOILET PAPER AND SEAT COVER DISPENSER8 6" SLIMFIT COVE9 COVED TILE, SEE ARCH DETAILS10 FRP WALL COVERING, SEE FINISH SCHEDULE11 TOILET PAPER HOLDER12 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 3 P M A-402 INTERIOR ELEVATIONS 2510 Au t h o r 1/2" = 1'-0"6 RR HALLWAY - EAST ELEVATION 1/2" = 1'-0"7 RR HALLWAY - SOUTH ELEVATION 1/2" = 1'-0"9 KITCHEN - NORTH ELEVATION 1/2" = 1'-0"10 KITCHEN - EAST ELEVATION 1/2" = 1'-0"11 KITCHEN - SOUTH ELEVATION 1/2" = 1'-0"12 KITCH/STORAGE - WEST ELEVATION REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 INTERIOR ELEVATION KEYNOTES FINISH FLOOR PER FINISH PLAN SCHLUTER FLOOR TRANSITION STRIP (ALUMINUM) SUBFLOORING GROUT FILLED D D D H H H ALUMINUM & MC 80 D BRASS STAINLESS STEEL H = THICKNESS OF FINISH MATERIAL D = 1/4" (E) WALL STUDS AT 16" O.C. (DEMISING WALL) 2-SCREWS 2" LONG AT EA. STUD 16 GA. GALV. SUPPORT (2) STEEL FORMER 3" X 24" METAL SCREWS @ 3" O.C. MUST BE LIQUID TIGHT TO PREVENT GREASE FIRE. FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS 20 GA. HOOD S.S. METAL FLASHING WALL METAL FLASHING OPTION (A) OPTION (B) TACK WELD EXHAUST HOOD 3/8" X 3" LAG SCREW TO METAL STUD 4"X4"X1" L BRACKET @48" O.C. ANGLE IRON 1" X 2" 3" MIN. AIR SPACE 3' - 6" 24 " M I N . 80 " M I N . KITCHEN EQUIPMENT PER PLAN EXHAUST RISER PER HOOD ANCHOR, SEE DETAIL DRAIN FULL PERIMETER GUTTER NOTE: THE OWNER IS RESPONSIBLE FOR MAINTAINING HOOD CLEARANCES FROM COMBUSTIBLE MATERIALS 6" MIN. OVERHANG 4' - 0 " M A X . 3" MIN. CLEARANCE BEHIND ALL HEAT- GENERATING EQUIPMENT . /8 A-500 /3 A-500 SEE MECHANICAL FOR HOOD SPECIFICATIONS6 TIER LOCKER STAINLESS STEEL PREFAB LOCKER SIMPSON STRONG TIE FWANZ Z-MAX SEISMIC ANCHOR 12"X12"X12" INTERIOR COMPARTMENT SPACE 6 IN. MIN. LEG HEIGHT. USE ROUND LEG FOR EASE OF CLEANING NOTE ACCESSIBLE LOCKER CUBBIES BETWEEN 15" MIN. AND 48" MAX. HEIGHT FLOOR FINISH -SEE FINISH PLANS OPENING EXISTING RAFTER NEW SISTER JOIST AT OPENING SIMPSON "L50" ANGLE, TYP. HEADER WIDTH GYP. BOARD ON WOOD STUD WALL -SEE FLOOR PLAN PER LOCATION INTEGRAL COVE BASE QUARRY OR CERAMIC TILE COVED INTO FLOOR GLAZED FLOOR TILE/QUARRY TILE PER LOCATION MANUFACTURER SUPPLIED COVE STICK OR ANGLED WOOD PIECE FOR SUPPORT 3/8" RADIUS CONTINUOUS FLOOR TILE MUST COMPLY WITH ACCESSIBLE ROUTE ACCOMMODATIONS AND NON SLIP SURFACE. 4" M I N . PAINT FINISH TO BE GLOSS OR SEMI-GLOSS PER HEALTH AND SAFETY CODE NOTE METAL STUD 2X DOUBLE JOIST AT OPENING 5/8" FIRE RATED SHEET ROCK ALL AROUND EACH SIDE OF OPENING FIRE RATED DUCT WRAP, SEE MECH. 16 GA. GALV. DUCT WELDED HOOD FIRE SUPPRESSION SYSTEM TO BE INSTALLED BY A LICENSED C-16 CONTRACTOR. TESTING AND INSTALLATION TO MEET LOCAL FIRE CODE AND REGULATIONS HOOD DIMENSIONS PER MECHANICAL DETAILS AND CEILING PLANS NOTE DIAGRAM ONLY - SEE FLOOR PLANS FOR EQUIPMENT SELECTIONS AND PROFILE EXISTING ROOF JOIST 1/2" -13 BOLT (1/2" STEEL ROD) HOOD B3060 SIDE BEAM ANGLE CLIP FLAT WASHER HEX NUT ALL THREADED ROD 1/2" HANGER ROD HANGING ANCHOR EXISTING ROOF MUST BE ABOVE THE NEUTRAL AXIS OF WOOD BEAM AND MINIMUM OF 2" (4 X 1/2" ROD) FROM BOTTOM OF BEAM B200 SERIES SQUARE WASHER NOTE: ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY ND-2 HANGING ANGLE FREE JOINT ATTACHED JOINT CROSS RUNNERS, TYP. LATERAL FORCE BRACING ASSEMBLY LOCATION, TYP. CONT ANGLE @ PERIMETER NOTE: 1. BRACING WIRES AND COMPRESSION STRUT SHALL OCCUR AT EVERY 96 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT. MAIN RUNNERS 96 SQ FT MAX MAX 4' - 0" MAX 8' - 0" MAX 4' - 0" ATTACHED JOINT MA X 6' - 0 " MA X 12 ' - 0 " MA X 6' - 0 " FREE JOINT FREE JOINT ATTACHED JOINT 19 A-500 18 A-500 TYP. 19 A-500 19 A-500 19 A-500 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. 2. FASTEN ANGLE TO WALL STUD OR BLOCKING AS FOLLOWS: 3. (1) # 7 SHEET METAL GUIDING SCREW IS INSTALLED INTO THE SLOT TO ALLOW THE TERMINAL RUNNER END TO MOVE 3/4" INCH TOWARD AND AWAY FROM THE WALL. SCREW SHALL NOT BE COMPLETELY TIGHT AS TO ALLOW SLIDING OF RUNNER. A. METAL STUD (20 GA. MIN.) WALL: (1) #10 SMS AT 24" O.C. MAX. B. WOOD STUD WALL: #10x2" LONG WOOD SCREW AT 16" O.C. MAX. FREE JOINT ATTACHED JOINT ACM7 M7 ANGLE FOR DX AND DXT SEE NOTE #2 BELOW (1) # 7 GUIDING SCREW SEE NOTE #3 BELOW (2) #8 SMS BETWEEN ACM7 AND M7 MAIN OR CROSS RUNNER CEILING PANEL M7 ANGLE FOR DX AND DXT #7-7/8" SMS, 1 SCREW THRU EITHER HOLE HANGER WIRE, TYP. ICC-ESR-1222 (2) #8 SMS BETWEEN ACM7 AND M7 SEE NOTE #2 BELOW (SEE NOTE 1 BELOW) 8" MAX. ISO VIEW (SEE NOTE 1 BELOW) 8" MAX. 3/4" MIN. CLR. ACM7 NOTES: 1. STRUTS SHALL NOT REPLACE HANGER WIRES. 2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED. RIGID VERT. STRUT 12 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3-TIGHT TURNS IN 3" 12 GA. BRACING WIRE W/MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4- TOTAL AT EACH STRUT (U.N.O.) SEE DETAIL SEE DETAIL FOR LOCATION OF BRACING WIRES AND STRUT MAIN RUNNER CROSS RUNNER . 6 MIN 1 0° TO 45° (NOTE 2) 2'-0" TYP 4'-0" 2'-0" TYP 14 A-500 3 TURNS IN 3" AT EACH END, TYP. SEE DETAIL HANGER WIRE ONLY HANGER WIRE 4 TURNS IN 1-1/2" AT EACH END, TYP. SEE DETAIL HANGER OR BRACE WIRE BRACE OR HANGER WIRE NOTES: 1. WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED. 2. WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION WITHIN THE LOOPS. 3. EACH HANGER AND BRACE WIRE SHALL BE SPLICED NO MORE THAN ONCE ALONG ITS LENGTH. 8" MAX. 8" MAX. 1"x 2" x 25 GA. MIN. CONT. ANGLE THUS: FASTEN TO WALL PER NOTE 2 BELOW HANGER WIRE @ 4'-0" O.C. STEEL POP RIVET AT EACH RUNNER ATTACHED JOINT FREE JOINT MAIN RUNNER CROSS RUNNER 4'-0" MAX FROM FREE JOINT STRUT AND (4) BRACE WIRES PER DETAIL WITH SPACING PER DETAIL HANGER AT 4'-0" O.C. EACH WAY AT MAIN RUNNER 12'-0" MAX FROM ATTACHED JOINT 8'-0" MAX 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. 2. FASTEN ANGLE TO WALL FRAMING AS FOLLOWS: A. METAL STUD (20 GA. MIN.) WALL: (1) #10 SMS AT 24" O.C. MAX. B. WOOD STUD WALL: #10x2" LONG WOOD SCREW AT 16" O.C. MAX. 1" 2"1"x 2" x 25 GA. MIN. CONT. ANGLE FASTEN TO WALL PER NOTE 2 BELOW HANGER WIRE @ 4'-0" O.C. 18 A-500 11 A-500 STEEL POP RIVET @ 4'-0" O.C. MAX. 1"x 2" x 25 GA. MIN. CONT. ANGLE THUS: FASTEN TO WALL PER NOTE 2 BELOW CLR. 3/4" MIN. TYP. 0° TO 45° (SEE NOTE 1 BELOW) 8'-0" MAX. TYP. 1/ 2 " M I N . T Y P . TYPICAL SPLICE AT CROSS RUNNERS TYP. HANGER WIRES @ 4'-0" O.C. RUNNER SPLICE MAIN RUNNER CROSS RUNNER NOTES: 1. DETAIL APPLIES TO EXPANSION JOINTS AT THE INTERSECTION OF CORRIDORS AND AT THE JUNCTIONS OF CORRIDORS AT LOBBIES AND OTHER SIMILAR AREAS. 2. 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. STEEL POP RIVET @ 2'-0" O.C. MAX. STEEL POP RIVET @ 2'-0" O.C. MAX. CONT. MAIN RUNNERS (SPLICE ALL JOINTS) TYP. HANGER WIRES @ 4'-0" O.C. EXPANSION JOINT COVER PLATE WITH 1" FLEXIBILITY MINIMUM IN ALL HORIZONTAL DIRECTIONS 1" CLEAR (SEE NOTE 2 BELOW) 8" MAX. (SEE NOTE 2 BELOW) 8" MAX. FREE JOINT EXPANSION JOINT FREE JOINT ATTACHED JOINT FREE JOINT ATTACHED JOINT ATTACHED JOINT CONNECTED TO WALL 12'-0" MAX (TYP) 4'-0" MAX 4'-0" MAX FREE JOINT (TYP) 4'-0" MAX (TYP) 8'-0" MAX STRUT AND BRACING TYP. PER DETAIL NON-EXIT CORRIDOR EXIT CORRIDOR NON-EXIT CORRIDOR EXIT CORRIDOR 14 A-500 19 A-500 12 A-500 12 A-500 19 A-500 14 A-500 18 A-500 SLIM FOOT COVE BASE SEALED CONCRETE FLOOR PER FINISH PLANS 3/8" RADIUS CONTINUOUS CONCRETE SEALER MUST COMPLY WITH ENVIRONMENTAL HEALTH PRE- APPROVED LIST. FLOOR TO BE TEXTURED FOR SLIP RESISTANCE. 4" M I N . GYP BOARD WITH APPROVED FINISH NOTE TILE PER FINISH PLANS EQ EQ PARTITION PER PLAN SEISMIC ANCHORAGE CLIP STAINLESS STEEL SUPPLY SHELVING. SEE EQUIPMENT LIST FOR HEIGHT AND TIERS 4" MIN. CASTERS FINISHED FLOOR STAINLESS STEEL WALL MOUNTED SHELVING WALL FINISH PER PLAN. SMOOTH, HARD, NONABSORBENT WALL SURFACE THAT IS NOT ADVERSELY AFFECTED BY WATER TO 48" A.F.F. 4X4 WOOD BLOCKING/BACKING MIN. 18 GA. FRAMING ANGLE, SIMPSON STRONG TIE-A34 OR APPROVED EQUAL, ICC- ES ESR-2532, TOP AND BOTTOM AND EACH END STAINLESS STEEL MACHINE SCREWS STAINLESS STEEL SHELF SUPPORT. REFER TO SPECIFICATIONS LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 4 P M A-500 DETAILS 2510 Au t h o r 1 1/2" = 1'-0"FLOOR TRANSITION DETAIL - FLUSH 7 3" = 1'-0"HOOD ANCHOR SUPPORT DETAIL 31/2" = 1'-0"HOOD AND KITCHEN SECTION 41" = 1'-0"LOCKER MOUNTING DETAIL 5 1 1/2" = 1'-0"TYP. OPENING DETAILS 6 1 1/2" = 1'-0"COVE BASE DETAIL 2 1 1/2" = 1'-0"FIRE RATED OPENING SECTION 8 3/4" = 1'-0"HOOD FIRE SUPPRESSION DIAGRAM - FOR REFERENCE ONLY 16 3" = 1'-0"HOOD SUPPORT DETAIL 93/4" = 1'-0"TALL CABINET ANCHOR DETAIL 10 NTSCEILING PLAN BRACE ASSEMBLY 20 NTSSUSPENDED CEILING PERIMETER JOINTS 19 NTSSUSPENSION & LATERAL BRACING 18 NTSTYP. CEILING WIRE SPLICES 13NTSSECTION AT HALLWAY 14 NTSEXPANSION JOINT 12 NTSHALLWAY CEILING PLAN DIAGRAM 11 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 1 1/2" = 1'-0"COVE BASE AT SEALED CONCRETE 1 3" = 1'-0"SHELVING BACKING 15 29 " M I N . 2' - 1 0 " M A X . 40 " M A X . T O B O T T O M O F M I R R O R ' S R E F L E C T I V E S U R F A C E 19" MAX. AS REQ. FOR LAV. AND FAUCET DIM. - 17" MIN. 4" 9" M I N . 8" 27 " M I N . SOLID SURFACE SIDE SPLASH AS REQUIRED COUNTERTOP & BACKSPLASH & APRON. SEE RESTROOM ELEVATIONS. SEE FINISH SCHEDULE FOR FINISH. 1/8" EASED EDGE,TYP. UNDER-COUNTER LAVATORY PROVIDE HANDY-SHIELD (OR APPROVED EQ.) SAFETY COVERS (WHEELCHAIR/OFFSET TAILPIECE COVER & VALVE/SUPPLY COVER) AROUND DRAIN AND HOT WATER LINES. COLOR: WHITE. 2 x 2 x 1/4" MTL. ANGLE 3'-0" O.C. ANCHOR TO FULL HT. METAL STUDS. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING BETWEEN STUDS. PROVIDE (3) 3/8" DIA. LAG BOLTS AT EACH ANGLE. 3/4" CONTINUOUS PLYWOOD BACKING SHIM TO SLOPE TO REAR AS REQUIRED MIN. CLEAR SPACE REQUIRED 2' - 1 0 " 1 1 / 2 " 3" 4" M I N . 1/ 8 " GA P TY P . 1 1 / 2 " 1/2" 2'-0" 4" 5" 1'-7" KNEE / TOE CLEARANCE 2' - 3 " M I N . KN E E C L E A R A N C E COUNTERTOP. SEE FINISH SCHEDULE FOR FINISH. ADA-COMPLIANT STAINLESS STEEL SINK W/OFFSET DRAIN CABINET DOOR FALSE FRONT TO ALIGN WITH ADJACENT DRAWERS 3/4" x 3" STRETCHER, TYP. DRAIN & HOT WATER PIPING TO BE WRAPPED WITH INSULATION AS REQUIRED FRAMELESS CONCEALED HINGE, TYP. 4" BACKSPLASH WITH 1/8" EASED EDGE SEE FINISH SCHEDULE 1/4" MELAMINE BACK, TYP. ADA-COMPLIANT INTERGRAL TOE-KICK 2' - 0" 2' - 6 " BACKING PER 10/A-820, TYP. SOLID SURFACE SPLASH AND COUNTERTOP w/ EASE EDGE LINE OF FINISHED FLOOR PARTITION TYPE PER PLAN 0' - 9 " M I N . 2' - 3 " M I N . 0' - 11" MIN. 0' - 8" MIN. KNEE SPACE 1" OVERHANG 34 " M A X . H E I G H T 0' - 5 1 / 2 " 1' - 9" POINT OF SALE DEVICE REGISTER PER PLANS 4" MIN. COVED BASE W/ 3/8" RADIUS REQ'D AT EMPLOYEE AREA 2X6 WOOD STUD WOOD BLOCKING DOUBLE PLYWOOD FINISH COUNTERTOP PER FINISH PLANS ACRYLIC SNEEZE GUARD, SEE PLANS PER LOCATION PLASTERED, SMOOTH CEMENT FINISH LED STRIP LIGHT (OPTIONAL) BASE BOARD W/COVE 1" OVERHANG A-501 11 FINISH FLOOR PER PLANS TO E C L R . 4" FULL WIDTH OF CASEWORK FRAME IN 4X STUDS WOOD BLOCKING BETWEEN STUDS WITH SIMPSON A34 ANCHORS TOP AND BOTTOM TO EACH STUD 2X WOOD WALL STUDS AT 16" O.C. SADDLE TIE HAS DOUBLE LOOP AT SUPPORT #12 GAGE HANGER WIRES (3) TIGHT TURNS WITHIN 3", AT BRACE WIRE PROVIDE (4) TIGHT TURNS WITHIN 1 1/2". WHEN MULTILE SADDLE TIES ARE REQUIRED THEY SHALL ALTERNATE BACK AND FORTH TO PREVENT TWISTING COLD-FORMED STEEL SHOWN (WOOD FRAMING SIMILAR) SADDLE TIE REQUIRED FOR ALL WIDTHS GREATER THAN 1/4" 4 TURNS AT BRACE WIRES TYP. AT EACH END ESR-3223 2" SCREW TO RAFTER CONNECTION SPACED 48" OC BRACE WIRE 1 1/2" MAX. 10° TO 45° #12 GAGE WIRE 1/2" TYP BEND CLIP TO ALIGN WITH WIRE 3 TURNS AT HANGER WIRE TYP. AT EACH END HANGER WIRE 3" M A X . #12 GAGE WIRE 1/ 2 " T Y P ESR-3223 2" SCREW TO RAFTER CONNECTION SPACED 48" OC 2X6 STUD FRAMING @16" O.C. (PER PLAN) 4 3/4". (1) LAYER OF FIRE RESISTANT TYPE X 5/8" GWB AT EACH SIDE A-501 8 A-501 18 TYPE W2 SS 16 GA. SHEET COVER FINISHED FLOOR - SEE FINISH SCHEDULE FIRE RESISTANT JOINT SEALANT WALL TYPE PER PLANS 5/8" TYPE 'X' GWB, TYP. SS 16 GA. SHEET COVER TYPE W2 ESR-3027 1/4"Ø ANCHOR W/ 1-5/8" MIN. EMBED. @24" O.C. 3 MINIMUM EDGE DISTANCE 2-1/2" 2X6 SOLE PLATE FINISHED FLOOR - SEE FINISH PLANS FOR LOCATION COVE PER DETAIL FINISH PLANS ESR-3027 1/4"Ø ANCHOR W/ 1-5/8" MIN. EMBED. @24" O.C. WALL TYPE PER PLANS BOTTOM SHEET FRP ON WET SIDE TYPE W4 0.90" FRP FINISH AT WALLS WITH PLUMBING FIXTURES ATTACHED 3 MINIMUM EDGE DISTANCE 2-1/2" BATT INSULATION TYPE W3 ESR-2236 (2) 6" TRUSS SCREW 0.155Ø THRU PLATE INTO RAFTER W/MIN. EMBED OF 2.82" @ EA STUD 16" O.C. 2X6 BEVELLED TOP PLATE (E) STRUCTURE ABOVE OF (E) ROOF ANGLE 3 .BEVEL TOP OF DRYWALL TILE PER FINISH PLAN TILE PER FINISH PLAN 4' - 0 " M A X . 5/8" GYP. BOARD FINISH PER FINISH PLAN 2X BLOCKING CLEAN WORK SURFACE PER FINISH PLAN 2x4 WOOD STUD @16" O.C. SIMPSON STRONG-TIE 2 IN. W X 2.8 IN. L GALVANIZED STEEL ANGLE A23Z J-ANCHOR BOLT #12 SCREW X 2" LG MIN. @12" O.C. U-CHANNEL 1/2" TEMPERED GLASS EQ EQ SEALANT AT EDGES 2X4 STUD FRAMING @16" O.C. (1) LAYER OF 5/8" GWB AT NON PLUMB FIXTURE SIDE A-501 10 0.90" FRP FINISH AT WALLS WITH PLUMBING FIXTURES ATTACHED. SEE PLANS AND ELEVATIONS FOR LOCATION TYPE W4 A-501 20 INTERMEDIATE STUD BATT INSULATION FINISHED CEILING - REFER TO RCP BATT INSULATION WALL TYPE PER PLAN CONT. ACOUSTIC SEALANT, BOTH SIDES (E) STRUCTURE ABOVE TYPE W1 HEADER STUD PROVIDE LAP DOUBLE TOP PLATE FOR PARTIAL HEIGHT OR FREESTANDING WALLS, TYP. ESR-1539 (2) 16D NAILS (3.5" X 0.162") END-NAILED THRU PLATE INTO RAFTER 3 INTERMEDIATE STUD A-501 17 A-501 7 5/8" GYP. BD. BOTH SIDES TYPE W1 NOTE FULL HEIGHT OR FREESTANDING. SEE PLANS AND SECTIONS FOR LOCATION. FINISHED FLOOR - SEE FINISH SCHEDULES COVE BASE PER FLOOR PLAN WALL TYPE PER PLANS 5/8" GYP. BD. BOTH SIDES TYPE W1 ESR-3027 1/4"Ø ANCHOR W/ 1-5/8" MIN. EMBED. @24" O.C. 3 MINIMUM EDGE DISTANCE 2-1/2" FINISHED CEILING - REFER TO RCP SLOTTED SLIP TRACK FASTEN PER ASSEMBLY RECOMMENDATION FLANGED 16 GA STEEL PLATES CONFORMING TO THE PROFILE RAFTERS ABOVE 0.90" FRP FINISH AT WALLS WITH PLUMBING FIXTURES ATTACHED (E) STRUCTURE ABOVE TYPE W4 ESR-1539 (3) 16D NAILS (3.5" X 0.162") END-NAILED THRU PLATE INTO RAFTER @ EA STUD 16" O.C.3 FINISHED CEILING - REFER TO RCP BATT INSULATION (E) STRUCTURE ABOVE TYPE W2 ESR-1539 (2) 16D NAILS (3.5" X 0.162") END-NAILED THRU PLATE INTO RAFTER @ EA STUD 16" O.C. . TOP PLATE STUD 3 2X6 STUD FRAMING 16" O.C. (1) LAYER OF 5/8" GWB AT EACH SIDE A-501 9 A-501 19 TYPE W3 INTERMEDIATE STUD SEE PLANS AND ELEVATIONS FOR ALTERNATE FINISHES PER LOCATION FINISHED FLOOR - SEE FINISH SCHEDULE JOINT SEALANT 2X6 SOLE PLATE (1) LAYER OF 5/8" GWB AT EACH SIDE TYPE W3 ESR-3027 1/4"Ø ANCHOR W/ 1-5/8" MIN. EMBED. @24" O.C. 3 MINIMUM EDGE DISTANCE 2-1/2" 3" = 1'-0"TYP. INT. PARTITION WALL 12 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 5 P M A-501 DETAILS 2510 Au t h o r 1" = 1'-0"LAVATORY COUNTER & APRON 11" = 1'-0"LOWER CABINET AT SINK 21 1/2" = 1'-0"COUNTERTOP DETAIL 5 1" = 1'-0"FLOOR ANCHORED COUNTERTOP 6 1 1/2" = 1'-0"TYP. WOOD BACKING 16 NTSTYP. SADDLE TIE DETAIL 4 NTSTYP. HANGER & BRACING WIRE CONN.3 3" = 1'-0"1 HR RATED WALL 13 3" = 1'-0"BASE AT 1 HR RATED WALL 83" = 1'-0"BASE AT PLUMBED WALL 10 3" = 1'-0"HEAD AT FULL HEIGHT 2X6 PARTITION 19 1 1/2" = 1'-0"LOW WALL W SNEEZE GUARD DETAIL 113" = 1'-0"PLUMBED PARTITION WALL 15 3" = 1'-0"HEAD AT INT. PARTITION WALL 17 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 3 PLAN RESUBMITTAL 2 04/16/2026 3" = 1'-0"BASE AT INT. PARTITION WALL 7 3" = 1'-0"HEAD AT PLUMBED WALL 20 3" = 1'-0"HEAD AT 1 HR RATED WALL 18 3" = 1'-0"FULL HEIGHT 2X6 PARTITION 14 3" = 1'-0"BASE AT FULL HEIGHT 2X6 PARTITION 9 2 HM HOLLOW METAL PT PAINT WV WOOD VENEER NA NOT APPLICABLE NR NOT RATED CONTRACTOR'S RESPONSIBILITIES: 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME THROAT THICKNESS FOR EACH LOCATION. 2. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 3. A CERTIFICATE OF COMPLIANCE WILL BE PROVIDED FOR ALL EXTERIOR DOORS & FIRE RATED DOORS. HARDWARE: 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE (TITLE 24) & ALL OTHER APPLICABLE GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. 2. ALL HARDWARE TO BE LEVER-TYPE PER STATE OF CALIFORNIA, TITLE 24, AND THE ADA. 3. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 4. ALL DOORS SHALL BE EQUIPPED WITH LEVEL HARDWARE. 5. HAND ACTIVATED HARDWARE SHALL BE CENTERED NOT LESS THAN 30" NOR MORE THAN 44" ABOVE THE FINISHED FLOOR (CBC 1004.4). 6. NON-REMOVABLE EXTERIOR HINGE PINS REQUIRED ON OUT SWINGING DOORS 7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER THE REQUIREMENTS OF CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, SECTION 2-3304(M)2: - INTERIOR DOORS - 5 POUNDS - EXTERIOR DOORS - 5 POUNDS - FIRE DOORS - 15 POUNDS EXIT DOORS: 1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (CBC 1004.3). 2. ALL DOORS IN PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER HARDWARE, PANIC BARS OR OTHER TYPE NOT REQUIRING A GRASP TO OPEN (A.D.A C-5.2.7). 3. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED ON EXIT DOORS (CBC 1004.3). 4. EXIT ACCESS DOORS TO HAVE LEVER HARDWARE THAT RETRACTS BOTH LOCKS WITH A SINGLE OPERATION. CBC 1008.1.9.5. 5. PROVIDE A DURABLE SIGN OVER ALL EXIT DOORS STATING THAT "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED." OTHER: 1. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 2. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 3. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY DIRECTION FOR SURFACE DRAINAGE. 4. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL AND NO MORE THAN 1/2" LOWER THAN THE THRESHOLD OF A DOORWAY CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" AND SHALL BE BEVELED WITH 1:2 MAX. SLOPE (CBC 1004.9 AND 1004.9.1A) TYPE A 3' - 0 " PE R S C H E D U L E PER SCHEDULE TYPE A PER DOOR SCHEDULE PE R D O O R S C H E D U L E 1' - 0 " 10 " M I N . TYPE B 10 " M I N . PE R D O O R S C H E D U L E PER DOOR SCHEDULE KICKPLATE KICKPLATE 1' - 0 " TYPE C PE R D O O R S C H E D U L E PER DOOR SCHEDULE PE R D O O R S C H E D U L E INTERIOR FINISH (TYP.) CONT. CAULK BOTH SIDES HOLLOW METAL JAMB (1053 THICK) TYP NEW DOOR. SEE DOOR SCHEDULE EXISTING 2x WOOD STUDS (TYP.) 2" 1/ 2 " EXISTING 2X WOOD STUDS (TYP.) INTERIOR FINISH (TYP.) CONT. CAULK BOTH SIDES AND BASE OF FRAME PROVIDE (3) 'Z' ANCHORS AND (1) FLOOR CLIP (TYP. EA. JAMB) HOLLOW METAL JAMB (1053 THICK) TYP DOOR. SEE DOOR SCHEDULE SLOPE 2% MAX. 1 2 1/ 4 " ' 1 / 4 " . (E) SLAB ON GRADE ELASTOMERIC SEALANT OVER EXPANSION JOINT FILLER (E) CONCRETE PAVING TILE FLOOR FINISH PER FINISH SCHEDULE ACCESSIBLE DOOR THRESHOLD PER DOOR SCHEDULE, SET IN FULL BED OF SEALANT DOOR PER OPENING SCHEDULE HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE EXTERIOR INTERIOR MA X . 1/ 4 " WALL ASSEMBLY, SEE WALL DETAILS CONT. CAULK BOTH SIDES HOLLOW METAL JAMB REMOVABLE GLAZING STRIP TEMPERED GLASS WINDOW, PER SCHEDULE UNDERCUT GLASS 1/8" ALL FOUR SIDES DOUBLE SIDED FOAM TAPE BETWEEN GLASS AND FRAME HEADER, V.I.F. IF EXISTING HEADER ALREADY PLACED. PROVIDE HEADER IF MISSING INTERIOR FINISH (TYP.) CONT. CAULK BOTH SIDES HOLLOW METAL JAMB TEMPERED GLASS WINDOW, PER SCHEDULE UNDERCUT GLASS 1/8" ALL FOUR SIDES DOUBLE SIDED FOAM TAPE BETWEEN GLASS AND FRAME REMOVABLE GLAZING STRIP 2" 1/ 2 " LEVERS PUSH/PULL PANIC BAR EXIT DEVICE NOTE:DOOR HARDWARE IS MOUNTED 34" MIN -44" MAX FROM FINISH FLOOR TO TOP OF THE DEVICE. LATCHING & LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL ARE OPERABLE WITH A SINGLE EFFORT (LEVER, PUSH/PULL, PANIC BAR OR OTHER HARDWARE ASSIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH, OR TWIST THE OPENING HARDWARE) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBF, WHEN FIRE DOORS ARE REQUIRED THE MAX EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY , NOT TO EXCEED 15 LBF. NOTES: 1. KICK AND ARMOR PLATES TO BE 1/2" FROM EDGE OF DOOR LEAVES FOR PAIR OF DOORS. 2. ARMOR PLATE AFFIXED TO FIRE RATED DOOR SHALL BE LABELED. PE R M F R . CE N T E R O F P U L L 3' - 8 " U . O . N . 3' - 8 " A R M P U L L CE N T E R O F P U S H P L A T E 3' - 8 " U . O . N . PUSH PLATE 3" CENTER OF U.O.N. 3" CENTER OF PULLU.O.N. 5" HOSPITAL PULL EQ U A L EQ U A L PE R M F R . PL A T E 1' - 0 " K I C K 1" U.O.N.. BY HARDWARE MANUFACTURER5" PUSH-PULL LATCH ST E E L A R M O R P L A T E 2' - 1 0 " S T A I N L E S S X CE N T E R L I N E O F LE V E R L O C K / L A T C H HA R D W A R E XX PU S H - P U L L L A T C H H D W E 3' - 8 " C E N T E R L I N E O F OF D E A D B O L T S T R I K E 3' - 1 1 " C E N T E R L I N E 2' -10 " 3' -4 1 / 2 " 3' -2" ( R I T E D O O R ) CE N T E R L I N E E X I T DE V I C E S LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 6 P M A-600 DOOR AND WINDOW SCHEDULE 2510 Au t h o r DOOR SCHEDULE DOO R TYPE ROOM WIDTH HEIGHT FIRE RATING DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH PHASE 1 A RESTROOM 3' - 0" 7' - 0" NR WD WD WD PT New Construction 2 B OPEN DINING 3' - 0" 7' - 0" NR HM HM HM PT New Construction 3 C STORAGE 3' - 6" 0' - 0" NA NA NA WD PT New Construction 4 (E) REAR 3' - 0" 7' - 0" NR HM HM HM HM Existing 5 (E) ENTRY 3' - 6" 7' - 0" NR GL AL AL PT Existing WINDOW SCHEDULE NUMBER TYPE WIDTH HEIGHT LEVEL HEADER HEIGHT COUNT NOTES 1 1 3' - 0" 4' - 0" FIRST FLOOR 7' - 0" 1 DOOR FINISH LEGEND GENERAL NOTES - DOOR 1/2" = 1'-0" WINDOW TYPES 3" = 1'-0"DOOR HEADER 13" = 1'-0"DOOR JAMB 2 3" = 1'-0"(E) DOOR ENTRY THRESHOLD 3 1. EACH LITE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR SIDES. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATIONS. 4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. 5. REFER TO MANUFACTURER'S DIRECTIONS FOR INSTALLATION. WINDOW GENERAL NOTES DOOR AND WINDOW SPECIFICATIONS 1. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. 2. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED". 3. LATCHING AN LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. (LEVER OR PUSH TYPE) VERIFY THE CONDITION OF EXISTING DOORS. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LB FOR INTERIOR AND EXTERIOR DOORS AND 15 LB FOR FIRE DOORS. 5. ALL HARDWARE TO BE LEVER TYPE PER ADA AND GOVERNING CODES. 6. OPENING HARDWARE TO BE CENTERED BETWEEN 34" AND 40" A.F.F. CONTRACTOR TO VERIFY EXISTING CONDITION AND MATCH NEW. 7. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 8. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS. 9. CONTRACTOR IS RESPONSIBLE TO VERIFY AND COORDINATE ALL DOOR FRAME THROAT THICKNESS. 10. ALL DOOR FRAMES TO BE FACTORY FINISHED-UNO 11. ALL DOOR STOPS TO HAVE 2X6 OR 20 GA. BACKING. 12. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" A.F.F. 13. SEE DETAIL FOR DOOR CLEARANCE REQUIREMENTS. 14. ALL DOORS ARE TO BE 3'-0" WIDE UNLESS NOTED OTHERWISE ON PLANS. 15. ALL DESIGNATED EXIT DOORS SHALL BE NON-LOCKING AGAINST EGRESS. 16. ALL THUMB LATCH LOCKING DEVICES ON MEANS OF EGRESS DOORS SHALL BE ACTIVATED BY NO MORE THAN ONE QUARTER (1/4) TURN. 17. ALL GLASS IN DOORS SHALL BE TEMPERED. 18. ALL DOORS & HARDWARE SHALL COMPLY WITH LOCAL BARRIER FREE LAWS AND THE AMERICANS WITH DISABILITIES ACT. 19. ALL WOOD DOORS TO BE PARTICLEBOARD CORE DOORS; PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM. 20. ALL DOORS TO BE UNDERCUT MIN. 3/4" OR REQ'D BY CODE U.N.O. 21. ALL DOOR FRAMES SHALL BE ONE PIECE WELDED 16 GA. H.M. - PAINT P-5. 22. HOLLOW METAL DOORS SHALL BE 18 GA. FACE SHEETS EXTERIOR DOORS TO BE GALVANIZED & INSULATED. 23. ALL DOORS, FRAMES & HARDWARE TO BE PROVIDED AND INSTALLED BY GC. 24. ALL DOORS TO BE EQUIPPED W/ MIN. (3) DOOR SILENCERS ON LATCH-SIDE OF DOOR FRAME. 25. ALL HARDWARE TO BE BRUSHED OR SATIN-FINISH STAINLESS STEEL U.N.O. 26. EXTERIOR SIDE OF ALL PERIMETER WALL DOORS & FRAMES TO BE PAINTED AS APPROVED BY LANDLORD. COORDINATE COLOR W/ EXISTING EXTERIOR DOORS & FRAMES. 1/2" = 1'-0" DOOR TYPES 3" = 1'-0"WINDOW SILL 53" = 1'-0"WINDOW HEADER JAMB 4 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 04/06/2026 1.A FOOD FACILITY SHALL ALWAYS BE CONSTRUCTED, EQUIPPED, MAINTAINED, AND OPERATED TO PREVENT THE ENTRANCE AND HARBORAGE OF ANIMALS, BIRDS, AND VERMIN, INCLUDING, BUT NOT LIMITED TO, RODENTS AND INSECTS. 2. DELIVERY DOORS SHALL BE EQUIPPED WITH AN AIR CURTAIN DEVICE.FOR MORE INFORMATION, REFER TO THE AIR CURTAIN SECTION. 3. PASS-THROUGH WINDOWS SHALL COMPLY WITH SECTION 114259.2 OF THE CALIFORNIA RETAIL FOOD CODE. REFER TO THE PASS-THROUGH WINDOW SECTION OF THIS GUIDE FOR FURTHER INFORMATION. 4. INSECT CONTROL DEVICES, DESIGN, AND INSTALLATION: INSECT CONTROL DEVICES THAT ARE USED TO ELECTROCUTE OR STUN FLYING INSECTS SHALL BE DESIGNED TO RETAIN THE INSECT WITHIN THE DEVICE. 5. INSECT CONTROL DEVICES SHALL BE INSTALLED SO THAT THE DEVICES ARE NOT LOCATED OVER A FOOD OR UTENSIL HANDLING AREA AND DEAD INSECTS AND INSECT FRAGMENTS ARE PREVENTED FROM BEING IMPELLED ONTO OR FALLING ON NON-PREPACKAGED FOOD, CLEAN EQUIPMENT, UTENSILS, LINEN, AND UNWRAPPED SINGLE-USE ARTICLES. 6. EXTERIOR DOORS SHALL BE SELF-CLOSING. 7. THERE SHALL BE NO GAPS IN THE EXTERIOR DOORS. GAPS IN THE EXTERIOR DOORS THAT ARE GREATER THAN 1/4" SHALL BE SEALED USING DURABLE AND RODENT-PROOF WEATHER-STRIPPING MATERIAL. 8. DOORS, SUCH AS ELIASON DOORS, THAT SEPARATE ANY FOOD PREPARATION OR FOOD STORAGE AREA FROM AN OPEN-AIR DINING ROOM, OPEN-AIR BAR, OR WAREHOUSE AREA WITH ROLL-UP DOORS SHALL BE SELF-CLOSING AND FULLY VERMIN-PROOF. 9. ALL GAPS, CRACKS, CREVICES, PLUMBING, OR CONDUIT INTRUSIONS SHALL BE SEALED USING APPROVED MATERIAL TO PREVENT THE ENTRANCE AND HARBORAGE OF VERMIN. 10.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: §11B-404.2.9 A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. B. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. C. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. D. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. 1/2" = 1'-0"HARDWARE DIAGRAM 72 2 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 1 9 P M A-700 EQUIPMENT CUTSHEETS 2510 Au t h o r GAS RANGE STOCK POT STOVE FULL HEIGHT 1 DOOR REFRIGERATOR REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 ARMSTRONG CLEAN ROOM VL -CEILING TILE 1 1 MEGA TOP WORKTOP REFRIGERATOR LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATEOF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 4/ 1 6 / 2 0 2 6 2 : 1 9 : 2 2 P M A-701 EQUIPMENT CUTSHEETS 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 04/06/2026 WALL MOUNTED SHELF CHEMICAL DISPENSER STAFF LOCKERSERVICE WINDOW PREP TABLE YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs GREASE INTERCEPTOR MEMORANDUM To: Sukitti Keeratiprapa - Applicant Date: 1/15/2026 Luis A Dimas – Engineering Aide From: PWA, Water Resources Location: 128 W MACARTHUR BLVD – THE NOODLE LOFT The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: A Gravity Grease Interceptor (GGI) is required at this FSE ☐ This FSE shall install a Gravity Grease Interceptor (GGI). ☒ This FSE shall maintain the existing Gravity Grease Interceptor (GGI). This FSE qualifies for at least one of the following condition(s): This is a new FSE, or; This is an existing FSE undergoing remodeling, or; This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged to the sewer system. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant SHEET INDEX THE NOODLE LOFT 128 W MACARTHUR BLVD SANTA ANA, CA 92707 • DEMOLITION OF THE EXISTING NON-BEARING WALLS OF THE PREVIOUS TENANT SPACE. • NEW ELECTRICAL WIRING FOR COMMERCIAL KITCHEN AND OPEN DINING SPACES. INSTALLATION WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN. NEW ROUTING AND DUCTING TO BE CONNECTED TO THE EXISTING MECHANICAL UNIT. NEW PLUMBING FIXTURES AND UNDERGROUND PIPING TO BE INSTALLED. • UPGRADE TO RESTROOM TO MEET ACCESSIBILITY CODE COMPLIANCE. • INSTALLATION OF NEW VENTED HOOD AND MAKE-UP AIR SYSTEM. A. P. N.: ADDRESS: ZONING: TYPE OF CONSTRUCTION: OCCUPANCY: BUILDING AREA S.F. PROPOSED S.F.: SPRINKLERED: SCOPE OF WORK PROJECT INFORMATION K1 K1 ROOM NAME 101 A2.32 1 1 1 1 ELEVATION ALIGN DIMENSION CENTERLINE DIMENSION REVISION CLOUD KEY NOTE COLUMN GRID LINE ROOM REFERENCE SECTION REFERENCE ELEVATION REFERENCE DETAIL OR ENLARGED PLAN DATUM 7' - 6" 7' - 6" CL SHEET NUMBER VIEW NUMBER VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROW (PROJECT NORTH U.O.N.) 101 LEGEND AND SYMBOLS VICINITY MAP APPLICABLE CODE DEFERRED SUBMITTAL 3' - 9"3' - 9" AUTHORITY HAVING JURISDICTION : CITY OF SANTA ANA ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: • 2022 CALIFORNIA BUILDING CODE • ORANGE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT • 2022 CALIFORNIA ELECTRICAL CODE • 2022 CALIFORNIA PLUMBING CODE • 2022 CALIFORNIA MECHANICAL CODE • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE • 2022 CALIFORNIA ENERGY CODE • 2022 CALIFORNIA FIRE CODE SITE FACILITY MAP PROJECT TEAM KEY NOTE A-? ? DETAIL SECTION REFERENCEA-? ? A-? 1 410-041-51 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 C4 - COMMERCIAL PLANNED SHOPPING CENTER TYPE V-B GROUP B 1,240 SQUARE FOOT N/A NO PROJECT SITE • ANSUL FIRE SUPPRESSION SYSTEM OWNER: LEGACY THAI GROUP CONTACT: SUKITTI KEERATIPRAPA E-MAIL: LEGACYTHAIGROUP@GMAIL.COM TEL: (949) 836-1777 ARCHITECT OF RECORD : SANDPIPER ARCHITECTURE CONTACT: SAMUEL PIPER E-MAIL: SANDPIPERARCHITECT@GMAIL.COM TEL: (707) 815-6742 ENGINEER OF RECORD: ERIC CHEN CONTACT: ERIC CHEN E-MAIL: HSINGYUERIC@GMAIL.COM TEL: (626) 423-8463 55 73 405 S B R I S T O L S T MACARTHUR BLVD MA I N S T BE A R S T PROJECT LOCATION BAKER ST JOHN WAYNE AIRPORT RED HILL AVE E DYER RD A.F.F.ABOVE FINISHED FLOOR A.G.ACCESSORY GROUP A.D.ACCESS DOOR ACOUS ACOUSTICAL ACT.ACOUSTICAL TILE ADD ADDENDUM ADJ ADJACENT A.C.AIR CONDITION ALT ALTERNATE ALUM ALUMINUM A.B.ANCHOR BOLT APPROX APPROXIMATE ARCH ARCHITECTURAL AD AREA DRAIN AUTO AUTOMATIC ASL ABOVE SEA LEVEL B.E.J.BRICK EXPANSION JOINT BSMT BASEMENT B.T.BATH TUB BM BEAM BRG BEARING B.M.BENCH MARK BET BETWEEN BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD BS BOTH SIDES BOT BOTTOM BRK BRICK B.C.BRICK COURSE BLDG BUILDING BUR BUILT-UP ROOFING B.O.BY OWNER CAB CABINET C.H. CABINET HEATER CHNL CHANNEL C.O.CLEAN OUT CO2 CARBON DIOXIDE CARP.CARPET C.W.CASEWORK C.I.CAST IRON C.B.CATCH BASIN CEM CEMENT CM CENTIMETER CT CERAMIC TILE CHBD CHALK BOARD CLG. CEILING CLR CLEAR COL COLUMN CONC.CONCRETE CMU CONCRETE MASONRY UNIT COND CONDUCTIVE C.S.V CONDUCTIVE SHEET VINYL CONT.CONTINUOUS CLL CONTRACT LIMIT LINE CONTR CONTRACTOR C.J.CONTROL JOINT CONV CONVECTOR C.G.CORNER GUARD CORR CORRIDOR C.S.COUNTER SINK CRS COURSE C.R.CURTAIN ROD C.R.-1 CRASH RAIL DEM DEMOLISH/DEMOLITION DET.DETAIL DIAG DIAGONAL DIA. DIAMETER DIFF. DIFFUSER DIM. DIMENSION DISP.DISPENSER DO DITTO DR DOOR DBL DOUBLE DN DOWN DS DOWNSPOUT DWG.DRAWING D.F.DRINKING FOUNTAIN EA EACH ELEC.ELECTRICAL ELEC. CAB ELECTRIC CABINET EPNL ELECTRIC PANEL EWC ELECTRIC WATER COOLER EL ELEVATION ELEV. ELEVATOR EQ EQUAL E.O.EQUIPMENT BY OWNER EX EQUIPMENT, X-RAY EX.F EXHAUST FAN (E)EXISTING EXP. JT.EXPANSION JOINT EXP'D EXPOSED EXT EXTERIOR E.I.F.S.EXTERIOR INSULATION & FINISH SYSTEM FB FACE BRICK F.C.U.FAN COIL UNIT F.D.C.FIRE DEPARTMENT CONNECTIONS F.N.V.FEM. NAPKIN VENDOR FIN.RAD.FIN TUBE RADIATION FIN FINISH F.A.FIRE ALARM FEC FIRE EXTINGUISHER CAB FHC FIRE HOSE CABINET F.H.FIRE HYDRANT F.P.FIRE PROOFING FHMS FLAT HEAD MACH.SCREW FHWS FLAT HEAD WOOD SCREW FL. FLOOR F.D.FLOOR DRAIN FR FRAME F.S. FINISH SLAB FT FOOT FTG FOOTING FDTN FOUNDATION FUR FURRING FUR. CH.FURRING CHANNEL/S F.W.FULL WIDTH F.W.C.FABRIC WALL COVERING GAL GALLON GALV.GALVANIZED GI GALVANIZED IRON GA GAGE G.C.GENERAL CONTRACT GL GLASS G.B.GRAB BAR GSF GROSS SQUARE FEET G.W.B.GYPSUM WALL BOARD HR-1 HANDRAIL HDNR HARDENER HDW HARDWARE HD.WD.HARDWOOD HTR HEATER HTG HEATING HVAC HEATING, VENTILATION & AIR CONDITIONING HT HEIGHT HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB H.C.HOSE CABINET H.C.U.HOSPITAL CASEWORK UNIT H.C.T.HOSPITAL CUBICAL TRACK H.PL. HOT PLATE H.P.L.HIGH PRESSURE PLASTIC LAMINATE H.W.HOT WATER HR HOUR INCIN.INCINERATOR I.D.INSIDE DIAMETER INSUL. INSULATE(D)(ION) INS. GL INSULATED GLASS INT INTERIOR IV INTRAVENOUS INV INVERT JAN JANITOR JT JOINT KIT KITCHEN KO KNOCK OUT L.C.LABORATORY CASEWORK LEV LOW EMISSION VEHICLE LAM LAMINATED LAV.LAVATORY L.GL.LEADED GLASS LH LEFT HAND LGT LENGTH LT LIGHT LT.P LIGHT PANEL LTWT LIGHT WEIGHT L.F.LINEAR FEET LTL LINTEL LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LVR LOUVER L.P.LOW POINT MACH MACHINE M.H.MANHOLE MFR MANUFACTURER MARB MARBLE MAS MASONRY M.O.MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MC MEDICINE CABINET MEMB MEMBRANE MET METAL MTD MOUNTED M.T.P.METAL TOILET PARTITION MET. TM METAL TRIM M.W.U.MILLWORK UNIT MIN. MINIMUM MISC.MISCELLANEOUS MOD MODULAR M.H.MOP HOPPER MOV MOVABLE MULL MULLION (N)NEW NAT NATURAL N.L. NIGHT LIGHT N2O NITROUS OXIDE NRC NOISE REDUCTION COEIF. N.I.C. NOT IN CONTRACT N.T.S.NOT TO SCALE NOM NOMINAL NO. NUMBER OBS OBSCURE O.C.ON CENTER OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND O.D.OUTSIDE DIAMETER OHMS OVAL HEAD MACH. SCREW OHWS OVAL HEAD WOOD SCREW OA OVERALL OH OVERHEAD O2 OXYGEN PNT PAINT(ED) PNL PANEL P.T.D PAPER TOWEL DISPENSER P.T.R.PAPER TOWEL RECEPTACLE P.BD.PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PG.BD.PEG BOARD PLAS.PLASTER P.LAM PLASTIC LAMINATE PL PLATE PL.GL.PLATE GLASS PLMB PLUMBING PMLD PREMOLDED PWD PLYWOOD PT POINT PPGL POLISHED PLATE GLASS PPTGL POLISHED PLATE TEMPERED GLASS PPWGL POLISHED PLATE WIRE GLASS PVC POLYVINYL CHLORIDE PCF POUNDS PER CU.FT. PSI POUNDS PER SQ. INCH PSF POUNDS PER SQ.FT. P.P.POWER PANEL PCP PRECAST CONCRETE PANEL PRE. FAB. PREFABRICATED PREF. PREFINISHED PSC PRE-STRESS CONC. PROJ PROJECTION PL PROPERTY LINE PTDF PRESSURE TREATED DOUGLAS FIR QTY QUANTITY QT QUARRY TILE RAD RADIUS R.W.L.RAIN WATER LEADER RECPT.RECEPTACLE, ELECTRIC REC.RECESS(ED) RE:REFER TO R.C.P.REFLECTED CEILING PLAN REFR.REFRIGERATOR REG. REGISTER REINF. REINFORCE(D)(ING) REQ'D REQUIRED RES RESILIENT R.C.P.REINF. CONC. PIPE RET RETURN RA RETURN AIR RVS REVERSE REV REVISION RH RIGHT HAND ROW RIGHT OF WAY R RISER RVT RIVET R.D.ROOF DRAIN RFH ROOF HATCH R.V.ROOF VENT RFG ROOFING RM ROOM R.F.S.ROOM FINISH SCHEDULE RO ROOF OPENING RND ROUND RBL RUBBLE STONE S.A.M.F.SELF-ADHERED MEMBRANE FLASHING SDL SADDLE S.N.C.SAN. NAP. CABINET S.N.D.SAN.NAP.DISPOSER STC SEALANT STG SEATING SECT.SECTION S.S.SERVICE SINK S.B.SHAMPOO BOWL SHTH SHEATHING SHT SHEET SH SHELF, SHELVING SHR SHOWER SIM. SIMILAR S SINK S.DI.SOAP DISPENSER SPKR SPEAKER S.F.C. SPECIAL FLR. COATING S.W.C.SPECIAL WALL COATING S.O.G SLAB ON GRADE SPEC.SPECIFICATIONS SQ SQUARE SST STAINLESS STEEL SP STAND PIPE STD STANDARD STL STEEL STER STERILIZER SD STORM DRAIN S.G.T.STRUCTURAL GLAZED TILE STRUCT STRUCTURAL SUSP.SUSPENDED S.V.SHEET VINYL SW SWITCH SWBD SWITCH BOARD SYM SYMMETRICAL T.B.TACKBOARD T.P.TANGENT POINT TEL TELEPHONE TEMP TEMPERATURE TEMP. GL.TEMPERED GLASS TER.TERRAZZO TEX.TEXTURE THK THICK(NESS) THR THRESHOLD T.D.TISSUE DISPENSER T TOILET (FIXTURE) TPH TOILET PAPER HOLDER T&G TONGUE & GROOVE T.O.S.TOP OF STEEL T.O.B TOP OF BEAM T.O.C.TOP OF COLUMN T.O.F.TOP OF FASCIA T.O.FTG TOP OF FOOTING T.O.P.TOP OF PARAPET T.O.W.TOP OF WALL TB TOWEL BAR TYP TYPICAL U.C.UNDERCUT U/C UNDER COUNTER U.C.L.UNDER COUNTER LIGHT U.L.UNDERWRITERS LABORATORIES INC. UNGND UNDERGROUND U.H.UNIT HEATER U.V.UNIT VENTILATOR U.O.N.UNLESS OTHERWISE NOTED UR URINAL UPH.UPHOLSTERY V.T.R.VENT THROUGH ROOF VENT VENTILATOR V.I.F.VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE V.C.T.VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING V VINYL VT VINYL TILE WSCT WAINSCOT W WASTE WC WATER CLOSET W.L.WATER LINE WS WEATHER STRIP WT WEIGHT WWF WELDED WIRE FABRIC W.C.D.F.WHEELCHAIR DRINKING FOUNTAIN WG WIRE GLASS W.M.P.WIRE MESH PARTITION W/WITH W/O WITHOUT WD WOOD W.R.B. WATER-RESISTANT BARRIER (WEATHER-RESISTANT BARRIER) ABBREVIATIONS *NOTE -FIRE SUPPRESSION SYSTEM BUILT INTO HOOD AND COMMERCIAL KITCHEN WEST MACARTHUR MA I N S T R E E T 55 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : US E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 2 : 5 6 P M G-001 PROJECT INFORMATION 2510 Au t h o r SHEET # SHEET NAME 1 - GENERAL G-001 PROJECT INFORMATION G-101 GENERAL NOTES G-110 CALIFORNIA GREEN BUILDING STANDARD CODE G-111 CALIFORNIA GREEN BUILDING STANDARD CODE G-112 CALIFORNIA GREEN BUILDING STANDARD CODE G-113 CALIFORNIA GREEN BUILDING STANDARD CODE G-120 CODE ANALYSIS G-140 ADA SITE AND PARKING DETAILS G-141 ACCESSIBILITY DETAILS & NOTES G-142 ACCESSIBILITY DETAILS & NOTES 2 - ARCHITECTURE A-001 AS-BUILT REFERENCE A-010 SITE PLAN A-100 DEMO FLOOR PLAN A-200 FLOOR PLAN A-201 FINISH FLOOR PLAN A-210 RCP AND ROOF PLAN A-300 SECTIONS A-310 EXTERIOR ELEVATIONS A-400 ENLARGED PLANS A-401 INTERIOR ELEVATIONS A-402 INTERIOR ELEVATIONS A-500 DETAILS A-501 DETAILS A-600 DOOR AND WINDOW SCHEDULE A-700 EQUIPMENT CUTSHEETS A-701 EQUIPMENT CUTSHEETS 3 - MECHANICAL M-001 MECHANICAL COVER SHEET M-200 MECHANICAL PLANS M-500 MECHANICAL DETAILS M-700 MECHANICAL CUTSHEETS M-701 MECHANICAL CUTSHEETS M-702 WALK-IN REFRIGERATOR M-800 TITLE 24 COMPLIANCE 4 - ELECTRICAL E-001 ELECTRICAL COVER SHEET E-200 ELECTRICAL PLANS E-600 PANEL AND SINGLE LINE DIAGRAM E-700 ELECTRICAL CUTSHEETS 5 - PLUMBING P-001 PLUMBING COVER SHEET P-200 PLUMBING PLANS P-500 PLUMBING DETAILS P-700 PLUMBING CUTSHEETS P-701 PLUMBING CUTSHEETS P-800 TITLE 24 COMPLIANCE TOTAL: 43 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 OCCUPANCY LEGEND 1006.3.3 EGRESS BASED ON OCCUPANT LOAD EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO EXITS, AS SPECIFIED IN TABLE 1006.3.3. A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED IN ACCORDANCE WITH SECTION 1006.3.4. THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS STAIRWAYS OR RAMPS PROVIDING ACCESS TO EXITS, FROM ANY STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY. 1017.2 LIMITATIONS EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 1010.1.1 SIZE OF DOORS THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). WHERE THIS SECTION REQUIRES A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM) AND A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. CODE ANALYSISEGRESS BASED ON OCCUPANT LOAD ACCESS TRAVEL 1-500 501 - 1,000 2 3 4 MINUMUN NUMBER OF EXITS OR ACCESS TO EXITS FROM STORY MORE THEN 1,000 OCUPANT LOAD PER STORY TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEª A,E,F-1,M,S-1 OCCUPANCY WITHOUT SPRINKLER SYSTEM (FEET) WITH SPRINKLER SYSTEM (FEET) 200e 250b NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED 200 300 150 200c 200c 200c R-2.1 B F-2, S-2, U H-1 H-2 H-3 H-4 H-5 I-2, I-2.1, I-3f I-4 L TOTAL OCCUPANTS 49250b 300b 400b 75b 100b 150b 175b 200b B BUSINESS A-2 ASSEMBLY NO OCCUPANTS - EXIT REQUIRED: OCCUPANT LOAD: 49 OCC OCCUPANCY: B - BUSINESS EXITS REQUIRED (CBC TABLE 1006.3.3): 2 EXIT PROVIDED: 2 (1 EGRESS FROM KITCHEN) A - HEIGHT OF ACCESSORIES CBC 11B SECTION 11B-603.5 WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. B - ACCESSIBLE ROUTE TO ACCESSIBLE COMPARTMENT CBC 11B SECTION 11B-403.5.1 EXCEPTIONS: 5 THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES (1118 MM) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. C - STALL WIDTH CBC 11B SECTION 11B-604.8.1.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES (1499 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL ADDITIONALLY PROVIDE MANEUVERING SPACE COMPLYING WITH SECTION 11B-604.8.1.1.1, 11B-604.8.1.1.2, OR 11B- 604.8.1.1.3, AS APPLICABLE. WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 59 INCHES (1499 MM) DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. D - ACCESSIBLE STALL DOOR CBC 11B Section 11B-604.8.1.2 TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES (1219 MM) MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING HINGE SIDE JAMB FOR OUT SWINGING DOORS SHALL BE FARTHEST FROM THE WATER CLOSET AND THE STRIKE SIDE JAMB SHALL BE 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.1 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. E - STANDING PERSON DRINKING FOUNTAIN CBC 11B SECTION 11B-602.7 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. CBC 11B SECTION 11B-211.2 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 11 B- 602.6, 11B-602.8 AND 11 B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTION 11B-602.7 AND 11B-602.9. F - ENTRY DOOR MANUEVERING CLEARANCE CBC 11B SECTION 11B-404.2.4.1 SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1. G - CLEARANCE IN FRONT OF TOILET CBC 11B SECTION 11B-604.3.1 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. H - URINAL CBC 11B SECTION 11B-605.2 URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES (343 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 1210.3.2 URINAL PARTITIONS EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN AT A HEIGHT NOT MORE THAN 12 INCHES (305 MM) FROM AND EXTEND NOT LESS THAN 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN 18 INCHES (457 MM) OR TO A POINT NOT LESS THAN 6 INCHES (152 MM) BEYOND THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE FINISHED BACKWALL SURFACE, WHICHEVER IS GREATER. I - PIPE AT LAVATORIES CBC 11B SECTION 11B-606.5 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. J - SIDE GRAB BAR CBC 11B SECTION 11B-604.5.1 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. K - REAR GRAB BAR LENGTH CBC 11B SECTION 11B-604.5.2 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. L - OPERABLE PARTS (DOOR) 11B-309.4 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM 44" MIN. ACCESSIBLE PATH OF TRAVEL INDICATES EGRESS ROUTE DIRECTON EXIT SIGN, SINGLE FACE, W/DIRECTIONAL ARROW AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX. EXIT SIGN, DOUBLE FACE, W/DIRECTIONAL ARROWS AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX EXIT SIGN, SINGLE FACE, NON DIRECTIONAL ARROW, MOUNTED ON RECESSED CEILING OUTLET BOX. 62'-5" MAX DIAG. 503 SF COOK PREP 543 SF OPEN DINING 53 SF RESTROOM 37 SF STORAGE TO T A L L E N G T H 6 8 ' -0" OCCUPANCY: ASSEMBLY A-2 - (TABLE 422.1 CALIFORNIA PLUMBING CODE) TOTAL OCCUPANT LOAD: 49 (25 MALE, 25 FEMALE) PLUMBING FIXTURES REQUIRED (TABLE 422.1 PLUMBING CODE) REQUIRED WATER CLOSET URINAL LAVATORIES DRINKING FOUNTAIN SERVICE SINK MALE 1 1 1 . . 1 N/A 1FEMALE CPC 422.1 EXCEPTION (3) IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. A-2 ASSEMBLY OCCUPANCY - RESTAURANTS, PUBS, LOUNGES, NIGHTCLUBS AND BANQUET HALLS Male 1: 1-50 2: 51-150 3: 151-300 4: 301-400 Female 1: 1-25 2: 26-50 3: 51-100 4: 101-200 6: 201-300 8: 301-400 Male 1: 1-200 2: 201-300 3: 301-400 4: 401-600 Male 1: 1-150 2: 151-200 3: 201-400 Female 1: 1-150 2: 151-200 3: 201-400 Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 125 females. Over 600, add 1 fixture for each additional 300 males. Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 200 females. 1: 1-250 2: 251-500 3: 501-750 Over 750, add 1 fixture for each additional 500 persons. 1 service sink or laundry tray - PROVIDED ONE UNISEX RESTROOM IS COMPLIANT TO SERVICE THE EXISTING SQUARE FOOTAGE AND OCCUPANT LOAD. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 2 : 5 7 P M G-120 CODE ANALYSIS 2510 Au t h o r 00 EGRESS LEGEND EGRESS LEGEND OCCUPANCY LOAD SCHEDULE NAME OCC. TYPE AREA DEPARTMENT OCC. LOAD FACTOR OCC. LOAD OPEN DINING 543 SF A2 - ASSEMBLY 15 SF 37 COOK PREP 503 SF B - BUSINESS 50 SF 11 RESTROOM 53 SF NONE 0 SF STORAGE 37 SF STORAGE 150 SF 1 49 1/4" = 1'-0"CODE ANALYSIS PLAN 1 N REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 PLUMBING FIXTURE CALCULATIONS WEST MACARTHUR BLVD MA I N S T R E E T PROJECT LOCATION (E) GAS STATION EV SPACE (E) TRASH ENCLOSURE (E) ROOF COVER OF GAS STATION G-140 5 TYP. G-140 5 TYP. G-140 2 TYP. G-140 14 TYP. (E) ACCESSIBLE PARKING (E) ACCESSIBLE PARKING G-140 8 TYP. (E) DETECTABLE WARNING, TYP.(E) DETECTABLE WARNING, TYP. (E) ACC. SIGNAGE, TYP. SEE SHEET G-140 (E) TRANSFORMER(E) TRASH ENCLOSURE A-210 3 NO PARKING (E) GGI TANK (E) GAS AND WATER METERS ARCHITECTURAL LAYOUT - LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BRING DISCREPANCIES TO THE ARCHITECT’S ATTENTION. CONCRETE PAVING SAWCUT SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPOXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO REMAIN. SEE STRUCTURAL DRAWINGS. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE IN OWNER’S GEO-TECHNICAL REPORT. NOISE LEVEL COMPLIANCE COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FOR AFTER-HOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. DIRECT NOISE COMPLAINTS TO THE CONSTRUCTION MANAGER. CLEAN JOBSITE AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT AND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. GEO-TECHNICAL REPORT SEE OWNER’S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACTION CRITERIA UNDER PAVEMENT. EXPANSION / CONTROL JOINTS CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15'-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX UNLESS OTHERWISE NOTED PARKING STALL STRIPING ALL PARKING STALL STRIPING SHALL BE PER LOCAL JURISDICTION STANDARDS. DIMENSIONS ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. EXISTING WORK ALL EXISTING WORK IS TO REMAIN UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING AT THE CONTRACTOR’S EXPENSE ANY EXISTING ITEM DAMAGED BY CONSTRUCTION AND, OR DEMOLITION ACTIVITY. THE DAMAGED ITEMS SHALL BE RESTORED TO AN “AS-WAS” OR BETTER CONDITION, OR REPLACES AT THE OWNER’S DISCRETION. WASTE MANAGEMENT CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION WASTE MANAGEMENT COMPLIANCE DEFINED BY LOCAL GREEN BUILDING ORDNANCE(S), INCLUDING BUT NOT LIMITED TO SORTING AND SEPARATING MATERIALS DERIVED FROM CONSTRUCTION AND DEMOLITION DEBRIS INCLUDING BUT NOT LIMITED TO CONCRETE, REINFORCING STEEL AND ASPHALT. TRAFFIC & PEDESTRIAN ACCESS SCHEDULE CONSTRUCTION WASTE MATERIAL REMOVAL IN A MANNER TO INSURE MINIMUM INTERFERENCE WITH VEHICLE TRAFFIC AND PEDESTRIAN ACCESS INCLUDING ADJACENT PROPERTIES WHEN APPLICABLE, PER LOCAL REQUIREMENTS. SITE DRAINAGE CONTRACTOR SHALL MAINTAIN NECESSARY TEMPORARY SITE DRAINAGE DURING DEMOLITION AND CONSTRUCTION ACTIVITY. LANDSCAPE PROTECTION PROTECT EXISTING PLANTING AREAS INCLUDING TREES, SHRUBS, TURF AND IRRIGATION SYSTEM SHOWN TO REMAIN. COORDINATE NEW WORK WITH EXISTING AS-BUILT FIELD CONDITIONS. SEE LANDSCAPE DRAWINGS. CONSTRUCTION BARRICADES CONTRACTOR BEARS SOLE RESPONSIBILITY FOR CONSTRUCTION BARRICADES, PROTECTIVE CANOPIES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER’S PERSONNEL, BUILDING TENANTS AND THE GENERAL PUBLIC FROM INJURY DURING CONSTRUCTION. DAMAGE REPAIR PROMPTLY REPAIR DAMAGE WHEN OCCURS AT NO ADDITIONAL COST TO OWNER. DUST CONTROL USE TEMPORARY ENCLOSURES OR OTHER SUITABLE METHODS SUCH AS WATERING TO CONTROL DUST IN ACCORDANCE WITH LOCAL JURISDICTION. EQUIPMENT EQUIPMENT STORED ON SITE AWAITING INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE. PROPERTY LINE LIMIT OF WORK ACCESSIBLE PATH OF TRAVEL ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY PRIMARY BUILDING ENTRANCE SECONDARY BUILDING ENTRANCES INTERIOR AND ROOF RENOVATION AREA N.I.C. AREA OF IMPROVEMENT KEYNOTE TAGD20 / 10 (E) ROOF WELL AND MECHANICAL UNIT 19' - 4" 11 ' - 8 " LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 2 : 5 8 P M A-010 SITE PLAN 2510 Au t h o r 1" = 20'-0"SITE PLAN 1 GENERAL NOTES SITE LEGEND N (E) SITE PLAN FROM OTHER PERMIT SET. NOT TO SCALE. FOR REFERENCE ONLY REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 TT s FM FS T P DP MECH. CONTRACTOR ELEC. CONTRACTOR FURNISHED AND INSTALLED BY BOTH MECH. AND ELEC. CONTRACTORS M E M E ELECTRONIC WALL THERMOSTAT TOTAL LINE DEBONAIR MODEL 220 HEATING AND COOLING T-STAT WITH (7) DAY TIME CLOCK, SOFT START, FOUR HOUR OVERRIDE, PURGE MODE, DUAL DIGITAL SET POINTS, AND TEMPERATURE DEAD BAND. SUPPLY DUCT DUCT MOUNTED SMOKE DETECTOR IN SUPPLY AIR DUCT. A/C UNITS WITH SUPPLY CFM OF 2,000 OR HIGHER A/C UNIT POWER E 120V/1PH/60 HZ CONTROL POWER ED/S M E G W2 W1 Y2 Y1 R C UNIT TERMINAL STRIP CONTROL WIRING FAN HEAT 2 HEAT 1 COOL 2 COOL 1 24 VAC 24 VAC (COMMON) G W2 W1 Y2 Y1 R C FAN ON COOL HEAT PROGRAM 72 T UNIT CONTROL TRANSFORMER SYMBOL DOUBLE LINE DESCRIPTIONSYMBOL SINGLE LINE DUCTWORK, SIZE AS INDICATED DUCTWORK, WITH SOUNDLINING VANED ELBOW SUPPLY DUCT TURNING UP AND DOWN RETURN DUCT TURNING UP AND DOWN EXHAUST DUCT TURNING UP AND DOWN DUCT RISE/DROP IN AIRFLOW DIRECTION DUCT TRANSITION, SQUARE TO SQUARE DUCT TRANSITION, SQUARE TO ROUND DUCT CAPPED 45 DEGREE TAP CONICAL TAP SPUN-IN RUNOUT FITTING W/ FLEX. & VD FLEXIBLE DUCT MANUAL VOLUME DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER BACKDRAFT DAMPER MOTORIZED DAMPER SUPPLY AIR DIFFUSER EXHAUST AIR DIFFUSER UNDERCUT DOOR DOOR LOUVER THERMOSTAT, MASTER THERMOSTAT TEMPERATURE SENSOR 20x12 20x12 20x12 20x12 R/D R/D FLEXIBLE CONNECTION HUMIDISTAT HUMIDITY SENSOR DUCT SMOKE DETECTOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR STATIC PRESSURE SENSOR UC DL 12x12 DUCT ACCESS DOORAD AD AIR FLOW MEASURING STATION SUPPLY AIR FLOW DIRECTION OUTSIDE AIR FLOW DIRECTION RETURN/EXHAUST AIR FLOW DIRECTION OA , FREEZESTAT MANUAL TIMER SWITCH SWITCH OR TOGGLE SWITCH HAND/OFF/AUTO SWITCH UN-VANED ELBOW VANED TEE UN-VANED TEE BAROMETRIC DAMPER LINEAR SLOT DIFFUSER RADIUS ELBOW RETURN AIR DIFFUSER HOA TM S FD SD FSD BDD MD BD FD SD FSD BDD MD BD S SD SINGLE DUCT VAV BOX WITH REHEAT COIL SINGLE DUCT VAV BOX WITHOUT REHEAT COIL DUCT CONTINUATION DAMPER, OPPOSED BLADE DAMPER, PARALLEL BLADE FILTER HUMIDIFIER ZCDZCD ZONE CONTROL DAMPER AFMS SP CO CO2 FZ H TS HS @ AT A AIR AAV AUTOMATIC AIR VENT ABV ABOVE AC AIR CONDITIONING ACU AIR CONDITIONING UNIT ACCU AIR COOLED CONDENSING UNIT AD ACCESS DOOR ADJ ADJUST, ADJUSTABLE ADA AMERICANS WITH DISABILITIES ACT AF AIRFOIL, ANTI-FREEZE AFF ABOVE FINISHED FLOOR AFMS AIR FLOW MONITORING STATION AHU AIR HANDLING UNIT AI ANALOG INPUT ALUM ALUMINUM AO ANALOG OUTPUT AP ACCESS PANEL APD AIR PRESSURE DROP APPROX APPROXIMATELY ARCH ARCHITECTURAL ARU AIR ROTATION UNIT AS AIR SEPARATOR ASHP AIR SOURCE HEAT PUMP AST ABOVEGROUND STORAGE TANK ATC AUTOMATIC TEMPERATURE CONTROL ATV ATMOSPHERIC VENT AV ANALOG VALVE AVG AVERAGE BAS BUILDING AUTOMATION SYSTEM BDD BACKDRAFT DAMPER, BOILER BLOWDOWN BF BOILER FEED BFP BACKFLOW PREVENTER BLW BELOW BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT, BASIS OF DESIGN BOL BOTTOM OF LOUVER BOT BOTTOM BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR C COMMON CA COMPRESSED AIR CC COOLING COIL CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CH CHILLER CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CI CAST IRON CL CENTER LINE CLG COOLING CLNG CEILING CNG COMPRESSED NATURAL GAS CO CLEANOUT, CARBON MONOXIDE CO2 CARBON DIOXIDE COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUATION CONT'D CONTINUED CP CONDENSATE PUMP CPVC CHLORINATED POLYVINYL CHLORIDE CRAC COMPUTER ROOM AIR CONDITIONER CRAH COMPUTER ROOM AIR HANDLER CV CONTROL VOLUME, CHECK VALVE CT COOLING TOWER CW COLD WATER CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY Cx COMMISSIONING CxA COMMISSIONING AUTHORITY (D)DEMOLISH, REMOVE D DRAIN, DEPTH DAT DISCHARGE AIR TEMPERATURE DB DRY BULB TEMPERATURE, DECIBELS DCW DOMESTIC COLD WATER DDC DIRECT DIGITAL CONTROL DEG, ° DEGREES DEH DEHUMIDIFIER DEPT DEPARTMENT DESG DESIGNATION DI DIGITAL INPUT DIA, ø DIAMETER DIFF DIFFERENTIAL, DIFFERENCE DISC DISCONNECT DN DOWN DO DIGITAL OUTPUT DP DIFFERENTIAL PRESSURE DTWR DUAL TEMPERATURE WATER RETURN DTWS DUAL TEMPERATURE WATER SUPPLY DV DIGITAL VALVE DWG DRAWING DX DIRECT EXPANSION (ER) EXISTING RELOCATED (EX) EXISTING TO REMAIN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ECM ELECTRONICALLY COMMUNICATED MOTOR EF EXHAUST FAN EFF EFFICIENCY EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EMS ENERGY MANAGEMENT SYSTEM (ER) EXISTING RELOCATED ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWB ENTERING WET BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE EXT EXTERIOR °F DEGREES FAHRENHEIT (F) FUTURE FSD COMBINATION FIRE/SMOKE DAMPER FD FLOOR DRAIN, FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FDR FLOOR DRAIN FF FINISHED FLOOR FG FUEL GAS FLR FLOOR FLA FULL LOAD AMPS FLEX FLEXIBLE FO FUEL OIL FOB FLAT ON BOTTOM FOF FUEL OIL FILL FOG FUEL OIL GAUGE FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOT FLAT ON TOP FOV FUEL OIL VENT FRP FIBERGLASS REINFORCED PLASTIC FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOW SWITCH FM FLOW METER FT, ‘ FOOT, FEET FT HD FEET OF HEAD FZ FREEZE, FREEZSTAT GA GAUGE GAL GALLON, GALLONS GALV GALVANIZED GEN GENERATOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GWR GLYCOL WATER RETURN GWS GLYCOL WATER SUPPLY H HEIGHT H2O WATER HB HOSE BIB HC HEATING COIL HCU HUMIDIFICATION CONTROL UNIT HGB HOT GAS BYPASS HORIZ HORIZONTAL HP HORSEPOWER HPCR HIGH PRESSURE CONDENSATE RETURN HPS HIGH PRESSURE STEAM HTG HEATING HUM HUMIDIFIER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ (CYCLES PER SECOND) ID INSIDE DIAMETER IGV INLET GUIDE VANE IN, “ INCH, INCHES IN WG INCHES OF WATER GAUGE INFO INFORMATION INT INTERIOR INV INVERT ELEVATION ISOL ISOLATION IW INDUSTRIAL WASTE KW KILOWATTS L LENGTH, LONG LAT LEAVING AIR TEMPERATURE LAV LAVATORY LBS POUNDS LBS/HR POUNDS PER HOUR LEED LEADERSHIP IN ENERGY & ENVIRONMENTAL DESIGN LP LIQUID PROPANE LPCR LOW PRESSURE CONDENSATE RETURN LPS LOW PRESSURE STEAM LRA LOAD RATED AMPS LWT LEAVING WATER TEMPERATURE M METER MA MIXED AIR MAV MANUAL AIR VENT MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY MECH MECHANICAL MFR MANUFACTURER MO MOTOR OIL MOD MOTOR OPERATED DAMPER, MODULATING MIN MINIMUM MPCR MEDIUM PRESSURE CONDENSATE RETURN MPS MEDIUM PRESSURE STEAM MTD MOUNTED MTG MOUNTING MUW MAKE UP WATER N/A NOT APPLICABLE NC NORMALLY CLOSED, NOISE CRITERIA NIC NOT IN CONTRACT NFPA NATIONAL FIRE PROTECTION AGENCY NG NATURAL GAS No NUMBER NO NORMALLY OPENED NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE OC ON CENTER OED OPEN ENDED DUCT OFD OVERFLOW DRAIN OI OIL INTERCEPTOR OSD OPEN SITE DRAIN OS&Y OUTSIDE STEM AND YOKE VALVE OVH OVERHEAD OWS OIL WATER SEPARATOR % PERCENT P PUMP PC PUMPED CONDENSATE PCR PUMP (STEAM) CONDENSATE RETURN PD PRESSURE DROP PH PHASE PLBG PLUMBING PNEU PNEUMATIC POS POSITION PROP PROPELLER PRESS PRESSURE PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PVC POLYVINYL CHLORIDE (RX) REMOVE EXISTING R RISE RA RETURN AIR RD ROOF DRAIN REF REFRIGERANT REQ'D REQUIRED RH RELATIVE HUMIDITY RL REFRIGERANT LIQUID RLA RATED LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION S SWITCH SM SHEET METAL SA SUPPLY AIR SAN SANITARY SAT SATURATED, SUPPLY AIR TEMPERATURE SD SMOKE DETECTOR, SMOKE DAMPER SENS SENSIBLE SF SUPPLY FAN, SQUARE FEET SHT SHEET SL SOUND LINING SP STATIC PRESSURE SPR SPRINKLER SPEC SPECIFICATION SQ SQUARE SQ FT SQUARE FOOT, SQUARE FEET S/S START/STOP SS STAINLESS STEEL STD STANDARD STL STEEL ΔT TEMPERATURE DIFFERENTIAL TEMP TEMPERATURE, TEMPORARY TD TRANSFER DUCT TG TRANSFER GRILLE TOD TOP OF DUCT TOL TOP OF LOUVER TSP TOTAL STATIC PRESSURE TYP TYPICAL UC UNDERCUT DOOR UH UNIT HEATER UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UST UNDERGROUND STORAGE TANK V VOLTS, VENT VAR VARIABLE VAV VARIABLE AIR VOLUME VCO VERTICAL CLEAN OUT VD VOLUME DAMPER VEL VELOCITY VENT VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VIB VIBRATION VRF VARIABLE REFRIGERANT FLOW VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF W WIDTH, WIDE W/WITH W/O WITHOUT WB WET BULB TEMPERATURE WC WATER COLUMN WG WATER GAUGE WH WATER HEATER WMS WIRE MESH SCREEN WPD WATER PRESSURE DROP WSHP WATER SOURCE HEAT PUMP WT WEIGHT ZN ZONE SYMBOL DESCRIPTION CONDENSATE DRAIN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSER WATER RETURN CONDENSER WATER SUPPLY COMPRESSED AIR HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY LOW PRESSURE STEAM HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM NATURAL GAS REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT DISCHARGE STEAM STEAM CONDENSATE RETURN GLYCOL WATER RETURN GLYCOL WATER SUPPLY COLD WATER MAKE UP WATER GAS PIPING TURNING DOWN PIPE BRANCH TOP TAKEOFF CAP PIPE RISER UP/DOWN PIPING TURNING UP PIPE BRANCH BOTTOM TAKEOFF TEE DOWN FLOW DIRECTION R/D PIPE SLOPE RISE/DROP CONCENTRIC REDUCER/INCREASER UNION ,PIPE CONTINUATION PIPE ANCHOR PIPE GUIDE FLEXIBLE PIPE CONNECTOR STEAM TRAP EXPANSION LOOP (WxH)H W EXPANSION JOINTEJ , STM SC RS RL RD NG MPS MUW LPS HPS HHWS HHWR GWS GWR G CWS CWR CW CHWS CHWR CD CA VALVE IN VERTICAL PIPE BLIND FLANGE PUMPED STEAM CONDENSATE RETURNPSC DIFFERENTIAL PRESSURE TRANSDUCER TEMPERATURE SENSOR PRESSURE SENSOR FLOW SWITCH STRAINER WITH DRAIN VALVE AND CAP FLOW METER GEN. SHUTOFF VALVE (BALL, GATE, BUTTERFLY) PRESSURE GAUGE WITH COCK GATE VALVE PUMP OUTSIDE STEM & YOKE VALVE CHECK VALVE BALL VALVE BUTTERFLY VALVE GAS COCK GLOBE VALVE THERMOMETER STRAINER PRESSURE/TEMPERATURE TEST PORT PRESSURE REDUCING VALVE CALIBRATED BALANCING VALVE CONTROL VALVE, TWO-WAY (ELECTRIC) CONTROL VALVE, THREE-WAY (ELECTRIC) THREE-WAY MANUAL VALVE SOLENOID VALVE AUTOMATIC AIR VENT (EXTEND TO DRAIN) MANUAL AIR VENT AQUASTAT AAV MAV RELIEF/SAFETY VALVE VENTURI FLOW METER BALANCING VALVE HOSE BIBB VALVE PRESSURE REGULATOR SYMBOL DESCRIPTION SYMBOL DESCRIPTION POINT OF CONNECTION POINT OF DISCONNECTION SHEET KEYNOTE DRAWING REVISION NUMBER NEW WORK LINEWEIGHT EXISTING LINEWEIGHT FUTURE LINEWEIGHT DEMOLITION LINEWEIGHT # # #SHEET DEMOLITION KEYNOTE 1 M301 INDICATES PLAN/DETAIL NUMBER PLAN/DETAIL TITLE SCALE (AS REQUIRED) INDICATES PLAN/DETAIL NUMBER INDICATES DRAWING ON WHICH DRAWING SECTION APPEARS DIFFUSER, REGISTER, OR GRILLE DESIGNATION AND AIRFLOW TAG150 D1 TYPE CFM EQUIPMENT TAG EQUIPMENT NUMBER EQUIPMENT DESIGNATION TITLE# SCALE: E-1 VAV 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. NOT ALL ABBREVIATIONS, LINE TYPES, OR SYMBOLS MAY APPEAR ON CONTRACT DOCUMENTS. WHERE USED, THE TERM "PROVIDE" SHALL MEAN BOTH "FURNISH AND INSTALL". CONTRACTOR SHALL FURNISH LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION AS REQUIRED TO PROPERLY INSTALL ALL NEW HVAC SYSTEMS OR RELATED COMPONENTS AS INDICATED ON PLANS AND SPECIFIED. THIS CONTRACTOR SHALL DOCUMENT AND RELAY ANY MAJOR DEVIATIONS FROM THE DESIGN DOCUMENTS, AND ATTAIN APPROVAL FROM THE MECHANICAL ENGINEER BEFORE PROCEEDING. AS- BUILT COPIES SHALL BE PROVIDED INDICATING ALL CHANGES / DEVIATIONS MADE DURING CONSTRUCTION. NO PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR REVIEW WITH THE OWNER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL OR DISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNER INDICATING WHICH AREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW LONG A PERIOD OF TIME. THE ARRANGEMENT OF EQUIPMENT AND PIPING SHOWN ON THE DRAWINGS IS BASED UPON INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN AND IS NOT INTENDED TO SHOW EXACT DIMENSIONS PECULIAR TO A SPECIFIC MANUFACTURER. THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND SOME FEATURES OF THE ILLUSTRATED EQUIPMENT INSTALLATION MAY REQUIRE REVISION TO MEET ACTUAL EQUIPMENT INSTALLATION REQUIREMENTS. STRUCTURAL SUPPORTS, FOUNDATIONS, CONNECTED PIPING, VALVES AND ELECTRICAL CONDUIT SPECIFIED MAY HAVE TO BE ALTERED TO ACCOMMODATE THE EQUIPMENT PROVIDED. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. GALVANIZED SHEET METAL SHALL BE PROVIDED FOR ALL HVAC DUCT SYSTEMS, AND CONSTRUCTED / SUPPORTED / INSTALLED IN ACCORDANCE WITH THE 2025 CALIFORNIA MECHANICAL CODE AND THE LATEST SMACNA STANDARDS. ALL PIPING SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS IN A NEAT WORKMANSHIP-LIKE MANNER AND BE SUPPORTED AS REQUIRED BY CODES. PIPING SHALL BE SET UP AND DOWN AND OFFSET AS REQUIRED TO SUIT FIELD CONDITIONS. DIELECTRIC COUPLINGS SHALL BE USED WHERE DISSIMILAR METALS ARE JOINED. THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORTS FOR FIXTURES, DUCTWORK, PIPING, AND MECHANICAL EQUIPMENT, IN ORDER TO COMPLY WITH SEISMIC REQUIREMENTS AS OUTLINED BY THE LATEST EDITION(S) OF THE CALIFORNIA BUILDING CODE, SMACNA INSTALLATION STANDARDS, AND ALL RELATED LOCAL ORDINANCES. DRAWINGS SHALL BE CONSIDERED DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. WHILE THE DRAWINGS ARE GENERALLY TO SCALE AND ARE AS ACCURATE AS THE SCALE WILL PERMIT, DIMENSIONS SHALL BE CONFIRMED IN THE FIELD. THE CONTRACTOR SHALL COMPLY WITH THE LAWS, ORDINANCES, RULES AND REGULATIONS OF LOCAL AND STATE GOVERNMENTAL AUTHORITIES; OF THE NATIONAL FIRE PROTECTION ASSOCIATION AS INTERPRETED BY THE ENFORCING AUTHORITY HAVING JURISDICTION; AND OF PUBLIC UTILITIES HAVING CONNECTION WITH ANY OF THE SYSTEMS HEREIN SPECIFIED. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE CONTRACT AND PAY FOR ALL OTHER COSTS IN CONNECTION WITH THE WORK. CERTIFICATES SHALL BE IN DUPLICATE AND SHALL BE DELIVERED TO THE OWNER. THE SITE, LOCATION, AND ROUTING OF SYSTEMS INDICATED TO HAVE NEW CONNECTIONS MADE TO THEM ARE SHOWN AS ACCURATELY AS FIELD CONDITIONS PERMIT. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY EXAMINE THE CONTRACT DRAWINGS. ALL EXISTING CONDITIONS SHALL BE EXAMINED AND THEIR EXACT LOCATIONS VERIFIED. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY CONDITIONS WHICH MIGHT MAKE INSTALLATION OF REQUIRED EQUIPMENT A PROBLEM. THE CONTRACTOR SHALL INSTALL AND CONNECT EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE BEST ENGINEERING PRACTICE AND, UNLESS OTHERWISE SHOWN OR SPECIFIED, FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION REQUIREMENTS AND RECOMMENDATIONS, AND FURNISH AND INSTALL REQUIRED AUXILIARY ITEMS TO PROVIDE A COMPLETE INSTALLATION. THE CONTRACTOR SHALL REMOVE EQUIPMENT AS SHOWN ON THE DRAWINGS TO A DESIGNATED LOCATION AT THE PROJECT SITE. AFTER THE EQUIPMENT HAS BEEN ASSEMBLED FOR THE OWNER'S INSPECTION AND POSSIBLE RETENTION, ALL EQUIPMENT NOT TO BE RETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE AMONG MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL, PLUMBING, ETC. PROVIDE NECESSARY OFFSETS IN PIPING, DUCTWORK AND FITTINGS ETC., REQUIRED TO PROPERLY INSTALL WORK WITHOUT INTERFERENCES. BUILDING SYSTEMS SHALL REMAIN IN SERVICE UNLESS INDICATED OTHERWISE. OUTAGES OR INTERRUPTIONS SHALL BE KEPT TO A MINIMUM DURATION. NOTIFY THE OWNER 48 HOURS IN ADVANCE OF ANY OUTAGE OR INTERRUPTION. THE CONTRACTOR SHALL LOCATE EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. FURNISH ACCESS DOORS AS REQUIRED FOR BETTER ACCESSIBILITY. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ALLOW FOR ACCESSIBILITY, BUT CHANGES OF MAGNITUDE WHICH INVOLVE EXTRA COSTS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL. ALL DIMENSIONS FOR EXISTING PIPING AND DUCTWORK SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION, WHERE NEW WORK CONNECTIONS ARE INDICATED. NEW DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. OPENINGS REMAINING IN EXISTING PIPING/DUCTWORK AS A RESULT OF DEMOLITION SHALL BE SEALED WITH AN AIRTIGHT/WATERTIGHT SHEET METAL CAP. WHERE EXISTING SYSTEMS ARE INSULATED, WORK SHALL INCLUDE REPAIR AND REPLACEMENT OF INSULATION EITHER DAMAGED OR REMOVED AS A RESULT OF DEMOLITION. PIPING SCOPE REQUIREMENTS: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH THE FOLLOWING: SIZE (INCHES)MINIMUM SLOPE (INCHES PER FOOT) 2-1/2 OR LESS 3 TO 68 OR LARGER 1/4 1/8 1/16 12.PIPING AND DUCT SUPPORTS SHALL BE AS FOLLOWS: A. ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES, OR AS DETAILED AND SPECIFIED HEREIN. B. WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL ENGINEER. C. A COPY OF THE GUIDELINES PUBLISHED BY SMACNA SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB AT ALL TIMES. 13. 14. 15. 16. THIS CONTRACTOR SHALL NOT BORE, NOTCH, CUT, OR PENETRATE INTO A STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM A DESIGNATED STRUCTURAL ENGINEER AND THE OWNER. INSTALL MANUAL VOLUME DAMPERS WITHIN DUCT BRANCHES TO BALANCE AIR FLOW CFM. ON INSULATED DUCTS, MOUNT DAMPER REGULATOR ON 2" STAND-OFF BRACKET TO CLEAR INSULATION. PER 2025 CMC 608.1 AUTOMATIC SHUT OFF OF AIR HANDLER SHALL BE DONE UPON THE DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT SERVED BY THE AIR HANDLER. ALL MATERIAL EXPOSED WITHIN RA PLENUMS SHALL BE NON-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND SMOKE DEVELOPED INDEX NOT GREATER THAN 50. COMPLY WITH CMC-602.2. 17.EQUIPMENT ANCHORAGE NOTES: ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10 CHAPTER 6 AND 30. A. ALL PERMANENT EQUIPMENT AND COMPONENTS. B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT: A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. ALL MECHANICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER DETAILS ON APPROVED CONSTRUCTION DOCUMENTS AND CBC, SECTIONS 1616A.1.18 THROUGH 1617A.1.26. AIR MOVING SYSTEMS SUPPLY AIR IN EXCESS OF 2,000 CUBIC FEET PER MINUTE TO ENCLOSED SPACES WITHIN BUILDINGS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR-MOVING EQUIPMENT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY-AIR DUCT SERVED BY SUCH EQUIPMENT. SMOKE DETECTORS SHALL BE LABELED BY AN APPROVED AGENCY FOR AIR-DUCT INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES, AND HUMIDITIES OF THE SYSTEM. WHERE FIRE DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR THE BUILDING. THE SMOKE DETECTORS REQUIRED BY THIS SECTION SHALL BE SUPERVISED BY SUCH SYSTEMS. ALL CONTROL WIRES TO BE INSTALLED IN CONDUIT PER DIVISION 25. ALL ROOFTOP EQUIPMENT SHALL BE CONFINED TO THE FLAT ROOF WELL. 30. 31. 32. 33. 1. ALL DUCT OPENINGS AND OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE PROTECTED DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL START-UP WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OF DUST AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM PER CALGREEN SECTION 5.504.3. 2. PROVIDE FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF AT LEAST 13 FOR OUTSIDE AND RETURN AIR IN REGULARLY OCCUPIED AREAS OF MECHANICALLY VENTILATED BUILDINGS PER CALGREEN SECTION 5.504.5.3. 3. HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFC’S OR HALON PER CALGREEN 5.508.1. 4. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF CALGREEN SECTION 4.504.2.1.11. 5. PERMANENT HVAC SYSTEMS SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY, TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13, BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY PER CALGREEN SECTION 5.504.1.3. • REUSE OF EXISTING ROOFTOP MECHANICAL UNIT. PROVIDE NEW DUCTING AND ROUTING. INTERIOR SPACES TO BE REBALANCED FOR PROPER AIR CHANGES. • INSTALLATION OF VENTED HOOD CANOPY IN KITCHEN AREA. PROVIDE NEW MAKE UP AIR AND UPBLAST VENTING AIR. • PROVIDE AIR CURTAIN, DUCTING, AND CONTROLS IN COMPLIANCE WITH LOCAL ENVIRONMENTAL HEALTH REQUIREMENTS. • COORDINATION WITH PLUMBING AND ELECTRICAL EQUIPMENT IN PLENUM SPACE. 1. ALL TYPE I AND TYPE II KITCHEN EXHAUST HOOD SYSTEMS AND ASSOCIATED MAKE-UP AIR UNITS SHALL BE ELECTRICALLY INTERLOCKED SUCH THAT THE EXHAUST FAN AND MAKE-UP AIR SYSTEM OPERATE SIMULTANEOUSLY. THE EXHAUST HOOD FAN AND THE MAKE-UP AIR UNIT SHALL BE CONNECTED THROUGH A HARDWIRED ELECTRICAL INTERLOCK OR APPROVED CONTROL SYSTEM THAT ENSURES THE MAKE-UP AIR SYSTEM AUTOMATICALLY ACTIVATES WHENEVER THE EXHAUST FAN IS ENERGIZED AND SHUTS DOWN WHENEVER THE EXHAUST FAN IS DE-ENERGIZED. 2. THE INTERLOCK SHALL PREVENT OPERATION OF THE EXHAUST HOOD WITHOUT THE MAKE-UP AIR SYSTEM FUNCTIONING AND SHALL ENSURE COORDINATED START-UP AND SHUT-DOWN OF BOTH SYSTEMS. INTERLOCKING CONTROLS SHALL BE HARDWIRED AND PERMANENTLY INSTALLED, AND SHALL NOT RELY ON MANUAL SWITCHING ALONE. 3. SYSTEM OPERATION SHALL BE VERIFIED DURING FINAL INSPECTION AND COMMISSIONING TO CONFIRM THAT ACTIVATION OF THE EXHAUST HOOD FAN RESULTS IN SIMULTANEOUS OPERATION OF THE MAKE-UP AIR UNIT. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 0 P M M-001 MECHANICAL COVER SHEET 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 D HEALTH SUB 4 03/06/2026 2 PLAN RESUBMITTAL 03/09/2026 AIR CONDITION WIRING DIAGRAM DUCT WORK LEGENDMECH. ABBREVIATIONS PIPING LEGEND VALVE LEGEND MECH. SYMBOL LEGEND MECH. GENERAL NOTES CALGREEN GENERAL NOTESMECHANICAL SCOPE OF WORK HOOD WIRING NOTES SHEET # SHEET NAME 3 - MECHANICAL M-001 MECHANICAL COVER SHEET M-200 MECHANICAL PLANS M-500 MECHANICAL DETAILS M-700 MECHANICAL CUTSHEETS M-701 MECHANICAL CUTSHEETS M-702 WALK-IN REFRIGERATOR M-800 TITLE 24 COMPLIANCE TOTAL: 7 2 S1.5 S1.5 3 4 400 CFM 500 CFM 110 CFM 100 CFM (E) MECH. UNIT 16 ' - 0 " FOR DUCTING TURNS, REFER TO DETAIL /5 M-500 FOR DIFFUSER MOUNTING, REFER TO DETAIL /1 M-500 HOOD MUST COMPLY WITH SMOKE DETECTOR REQUIREMENTS, REFER TO DETAIL /12 M-500 M-702 1 11 M-500 400 CFM (E) 4-TON UNIT ON ROOFTOP - CONTRACTOR TO CONFIRM MAKE AND MODEL IN FIELD EF 4 . . .. . . .. . . .. . . .. MAKE-UP AIR SUPPLY, SEE CU 2/6 M-500 250 CFM 6 M-200 543 SF OPEN DINING 503 SF COOK PREP 53 SF RESTROOM 37 SF STORAGE . . 400 CFM 400 CFM . . 16 " Ø D U C T 16 " Ø D U C T 1 6 " Ø D U C T 16 " Ø D U C T 12" ØDUCT 12" ØDUCT PLENUM ABOVE KITCHEN CEILING AC 5 12" ØDUCT 12" ØDUCT RTU 1 T1 3 . . . . 500 CFM 500 CFM 500 CFM . . .. .. METAL BESTOS TYPE "B" WITH DOUBLE WALL NOTE: DO NOT CUT STEEL TEES INTO ROOF WHEN INSTALLING FLUE, MAX. SIZE OPENING THRU ROOF = 4 1/2"Ø FOR ROOF CONSTRUCTION. SEE ARCH. DRAWINGS FOR DETAIL 4" FLUE VENT 5/8" TYPE "X" GYPSUM WALL BOARD, TYP. ROOF FLASHING JACK STORM COLLAR METAL BESTOS FLUE CAP ROOF CL 2' - 0 " M I N . ROOF PENETRATION (STEEL PIPE, TUBE OR SIM. CAULK WITH ELASTOMERIC SEALANT DRAW BAND WITH NEOPRENE GASKET WATERTIGHT UMBRELLA EXISTING ROOFING FLANGE SET IN MASTIC OVER ROOFING PRIME FLANGE BEFORE STRIPPING FINISHED ROOF DECK PROVIDE VENT CAP FOR VENT THRU ROOF 2" MI N . 3" MI N . EQ EQ . EQ E Q . 2" MI N . 3" MI N . 2"MIN. 1-3/8"MIN. 30º-45º 48" MAX. 3" MIN. EQ EQ 2x2x1/4 PLATE WASHER 1/2"Ø ASTM A307 BOLT OR ASTM A36 THREADED ROD, SNUG TIGHT TYP. MASON SBC-1 SEISMIC CABLE BRACKET 1/2"Ø ASTM A307 BOLT OR ASTM A36 THREADED ROD, WITH 2x2x1/4 PLATE WASHER ON BACK SIDE OF 4x6 SIMPSON A34 EA. SIDE EA. END (E) ROOF JOIST (V.I.F) 4x6 BLOCKING (E) ROOF JOIST (V.I.F) CASE A CASE B CASE D L3x3x1/2 x 0'-6" (2) 5/8"∅THRU BOLT HANGER ROD USE MIN. 3/8" ∅ THREADED ROD, DBL. JOIST L3x3x3/8 x 0'-6" (2) 1/2"∅THRU BOLT W / 3" MIN. SPACING (E) ROOF JOIST / 4X BLKG.STRAP SIMP. (2) 1/4x1-1/2 SDS ROOF JOIST / 4X BLKG. HANGER ROD USE MIN. 3/8" ∅ THREADED ROD CASE C 4X BLKG. W / HU HANGER STRAP SIMP. (2) 1/4x1-1/2 SDS CASE ECASE D A. EXHAUST HOOD SIZE ------------------ B. FORMULA TYPE "COMMERCIAL KITCHEN"------------------ C. TOTAL CFM (WIDTH X Q)------------------ D. EXH. DUCT SIZE (S.F.)------------------ E. AIR VELOCITY (C/D)------------------ F. FILTER PIECES (SIZE 20)------------------ G. EACH FILTER CFM (C/F)------------------ AVERAGE CFM PER LINEAR FOOT ------------------ UL 762 -CONTINUOUS DUTY RATING MAX. TEMPERATURE RATING: 700 DEG. F HOOD -16' -0" FT TYPE-1 EXHAUST HOOD SYSTEM SUPPLY UNIT W/24" MIXED FLOW DIRECT DRIVE FAN, SIZE #3 HOUSING SP & HP FAN --------------------- APPROX WEIGHT--------------------------- EA UNIT SHALL DELIVER --------------------- (M/A100% AIR DELIVERY REQUIRED TO EXH SYSTEM) ELECTRICAL: DESIGN TOLERANCE OUTPUT: MAX OUTPUT: MAKE UP AIR SYSTEM -UPBLAST NOTES 4' X 16' (64 SQ FT) Q = 300 CFM / LINEAR FT 4,800 CFM 24"X24"= 4 SQ FT 6,400 / 4 = 1600 FPM 1 PIECES 4,800 CFM 300 CFM 0.25 HP & 1.5 HP 506.5 LBS 5,060 CFM 230/460V -3Ø 60HZ UNIT 80% MIN. EXHAUST AIR 5,060 CFM / 4,800 CFM = 105 % EQ #QTY EQUIPMENT NAME EXISTING / NEW MAKE/ MODEL WATTS NOTES 1 2 3 4 5 1 1 1 1 1 4 TON RTU CENTRIFUGAL UPBLAST SYSTEM RESTROOM EXHAUST FAN EXISTING NEW NEW WHISPERFIT DC, PICK-A-FLOW ENERGY STAR QUIET EXHAUST FAN 14W AIR CURTAIN NEW BREEZE9 48" AC-1048-12-BK 1,648 MAX CFM. 530 W TYPE 1 VENTED HOOD NEW 16' - 0" FT CAPTIVEAIRE TYPE-1 WALL CANOPY 1.5 HP1200 W CAPTIVEAIRE DIRECT UPBLAST EXHAUST FAN WEATHEREXPERT SINGLE PACK ROOFTOP UNIT 1200 W (E) 1.5 HP - 6 1 MAKE UP AIR NEW CAPTIVEAIRE INLINE3-24D SUPPLY UNIT 5,060 MAX CFM. 3,730 W SL O P E SL O P E SLOPE SLOPE LEAD FLASHING OVERFLOW DRAIN ROOF DRAIN SET DRAIN ELEV. 2" BELOW SUMP PERIMETER CL CLCL 0' - 6" 2' - 0" 2' - 0" 0' - 6 " 2 ' - 0 " 2 ' - 0 " 0 ' - 4 " 4' - 0" SET DRAIN ELEV. 2" BELOW SUMP PERIMETER DRAIN STRAINER TAPERED INSULATION ROOF DECK MEMBRANE FIELD PLIES, METAL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING MULTIPLE-PLY MODIFIED BITUMEN ROOF MEMBRANE MULTIPLE-PLY MEMBRANE FLASHING 30" SQUARE MIN., 2 1/2 LB. TO 4 LB. LEAD OR 16 OZ. COPPER FLASHING SET ON FINISH ROOF IN FLASHING CEMENT, PRIME TOP SURFACE BEFORE STRIPPING DECK CLAMP RIGID INSULATION COVERBOARD INSULATION CL MIN. 0' - 0 23/32" CL SLOPE SLOPE SLOPE 0' - 1 29/32" CL OVERFLOW NOTES: 1. MINIMUM 30" SQUARE, 4 LB. LEAD OR 16 OZ. SOFT COPPER FLASHING. PRIME TOP SURFACE BEFORE STRIPPING. 2. STRIPPING FELTS-EXTEND 4" AND 6" BEYOND EDGE OF FLASHING SHEET, BUT NOT BEYOND EDGE OF SUMP. 3. AT OVERFLOW DRAIN CONDITIONS SET ROOF DRAIN 2" UP SLOPE OF ROOF OR PROVIDE A WATERGUARD 2" HIGHER THAN ADJACENT ROOF. OVERFLOW DRAIN LEADER SHALL BE SEPERATE FROM ROOF DRAIN LEADER. 4" FULL DOME STRAINER AT ROOF AND OVERFLOW DRAIN CLAMPING RING LEAD FLASHING MULTI-PLY MEMBRANE BASE FLASHING MEMBRANE ROOFING EXISTING ROOF FIRST FLOOR 0' -0" ROOF 10' -0" CEILING 9' -4" TANKLESS WATER HEATER (E) ROOF VENT PENETRATION PER DETAIL AND NOTE: ROOF PENETRATIONS TO EXTEND ABOVE THE CEILING PLANE, TYP. /3 M-200 /4 M-200 (E) ROOF OVERFLOW DRAIN PER DETAIL /2 M-200 (E) ROOFTOP UNIT (E) MECH. CURB RTU 1 OPEN DINING ROOM NAME VOLUME CUBIC FEET AIR SUPPLYAIR CHANGE PER HOUR PRESSUREAIR RETURN HALLWAY RESTROOM KITCHEN 6,720 CF 7 ACH 785 CFM BALANCE 5 ACH 1 ACH 15 ACH STORAGE 2 ACH 746 CF 560 CF 4,665 CF 373 CF BALANCE NEGATIVE POSITIVE BALANCE 62 CFM - 1,165 CFM 25 CFM 785 CFM 62 CFM 110 CFM 1,000 CFM 25 CFM CMC 609.1 AIR-MOVING SYSTEMS AND SMOKE DETECTORS. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CUBIC FEET PER MINUTE (FT3/MIN) (0.9439 M3/S) TO ENCLOSED SPACES WITHIN BUILDINGS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR- MOVING EQUIPMENT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY-AIR DUCT SERVED BY SUCH EQUIPMENT. DUCT SMOKE DETECTORS SHALL COMPLY WITH UL 268A, SHALL BE LABELED BY AN APPROVED AGENCY, APPROVED AND LISTED BY CALIFORNIA STATE FIRE MARSHAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES, AND HUMIDITIES OF THE SYSTEM. WHERE FIRE-DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR THE BUILDING, THE SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMS IN AN APPROVED MANNER, AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIA BUILDING AND FIRE CODES. CMC 401.2 FILTERS IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL IN COMPLIANCE WITH CHAPTER 5, DIVISION 5.5. OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN). CMC 510.5.3 PENETRATIONS SHALL BE PERMITTED TO BE SEALED BY OTHER LISTED DEVICES THAT ARE TESTED TO BE GREASETIGHT AND ARE EVALUATED UNDER THE SAME CONDITIONS OF FIRE SEVERITY AS THE HOOD OR ENCLOSURE OF LISTED GREASE EXTRACTORS AND WHOSE PRESENCE DOES NOT DETRACT FROM THE HOOD’S OR DUCT’S STRUCTURAL INTEGRITY.[NFPA 96:7.5.2.3] NOTE* CITY INSPECTOR TO PERFORM AIR BALANCE TEST AND AIR LEAKAGE TEST FOR FINAL INSPECTION FIRE CONTROL PANEL HEAT DETECTOR CONTROL MODULE INSTALL PANEL OUTDOOR UNIT INDOOR VENT DB (E) ROOF WELL (E) 4 TON RTU - NOT IN SCOPE (E) VENT STACK (E) FLUE VENT (E) 4 TON RTU. TO REMAIN, PROTECT IN PLACE 18' - 10" (N) (2) TANKLESS WATER HEATERS - SEE PLUMBING 11 ' - 5 " (E) ACCESS LADDER TO REMAIN (E) ROOF DRAIN (E) OVERFLOW DRAIN 8 RTU 1 MUA 1 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 2 P M M-200 MECHANICAL PLANS 2510 Au t h o r 12" = 1'-0"WH FLUE VENT DETAIL 4 12" = 1'-0"VENT THRU ROOF DETAIL 3 1/4" = 1'-0"MECHANICAL DUCTING PLAN 1 12" = 1'-0"TYP. HANGER + BRACE @WOOD STRUCT.5 TYPE I - HOOD CALCULATION MECHANICAL EQUIPMENT SCHEDULE 1 1/2" = 1'-0"ROOF DRAIN SUMP W/ ADJACENT OVERFLOW 2 1/4" = 1'-0"MECHANICAL SECTION 6 AIR CHANGE LEGEND AUTOMATIC SHUTOFF NOTES REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 03/09/2026 1/4" = 1'-0"MECH. ROOF PLAN 7 1" 26" GA. GL. STRAP TO SUPPORT JOIST DUCT WRAP, SEE ATTACHED CUT SHEETS ON M-104 FIRE-RESISTANT WALL ASSEMBLY SEE FLOOR PLAN FOR WALL TYPE FINISHED FLOOR PER FLOOR FINISH PLAN GREASE -FILTER BAFFLE TYPE, NFPA 96 FINISHED CEILING MECH. AND FIRE APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR EXHAUST HOOD AND DUCT PER CMC 513 HOOD LESS THAN 12" FROM CEILING MUST BE FLASHED SOLID SUPPORT WITH 25GA. MTL STUD @24" O.C. BRACING @48" O.C. OVERHANG 6" MIN. 4' - 0 " M A X . 3" MIN. FILTER COVER KITCHEN EQUIPMENT MERV-13 MINIMUM FILTER REQUIREMENTS AT INTAKE AND EXHAUST PER CALGREEN REQUIREMENTS “TYPE-1 HOOD REQUIRES AIR BALANCE REPORT FOR FINAL INSPECTION.” 510.5.3.1 DUCT LEAKAGE TEST. PRIOR TO THE USE OF OR CONCEALMENT OF ANY PORTION OF A GREASE DUCT SYSTEM, A LEAKAGE TEST SHALL BE PERFORMED TO DETERMINE THAT ALL WELDED JOINTS AND SEAMS ARE LIQUID TIGHT. [NFPA 96:7.5.2.1.2] 6" C A S T E R S CONDENSATION DRAIN, SEE DETAIL /8 M-500 DETECTOR SYSTEM DUCTING CONNECTION TO ROOF WELL DIA. +2" FLEX DUCT ATTACH TO DIFFUSER & SEISMIC CLIP T-BAR TYPICAL FOR 4, ONE PER SIDE NOTE: T-BAR MOUNTED CEILING DIFFUSER/REGISTER WITH SEISMIC RESTRAINT TABS. MINIMUM HEIGHT CEILING DIFFUSER BOX WITH 1" LINING COLLAR MIN. 2" 6" VOLUME DAMPER CEILING EQUALIZING GRID INSULATED FLEX SEE PLAN FOR SIZE * 12 GA. SEISMIC WIRE. 2 PER DIFFUSER @ DIAGONAL CORNERS 1. RETURN AIR REGISTERS, EXHAUST AIR GRILLES ETC, SIMILAR. 2. FLEXIBLE DUCT & INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE DENSITY NOT EXCEEDING 50 (C.M.C. SECTION 605.0) 12 GA. WIRE TO ROOF CAP, LAG TO ROOF CURB W/ (4) 3/8"Ø LAG SCREWS MIN. 2" EMBEDMENT 8" MAX HEIGHT @HIGH POINT OF ROOF EXHAUST FAN EXHAUST FAN GRILLE EXHAUST DUCT, SEE PLAN FOR SIZE CEILING PLENUM SPACE (E) ROOF FACTORY ROOF CAP & CURB W/INTEGRAL BIRDSCREEN SEE DETAIL 5'-0" MAX. LENGTH.2'-0" MAX. CEILING DIFFUSER NOTES: VOLUME DAMPER SUPPORT FLEX DUCT WITH BAND WITH HEMMED EDGES 1-1/2" WIDE, 20 GAGE, SHEET METAL INSULATED FLEX DUCT, SEE PLAN(S) 4 TIGHT TURNS WITHIN 1-1/2". TYP. PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER. FLEX DUCT SHALL NOT EXCEED 5'-0" IN LENGTH DIFFUSER CAN BY CEILING DIFFUSER MANUFACTURER CEILING WHERE OCCURS CEILING DIFFUSER WITH FILLER PANEL. SEE PLANS FOR SIZES. POSITIVELY ATTACH DIFFUSE PANEL TO CEILING SUSPENSION MAIN RUNNERS WITH MINIMUM (4) SMS SCREWS. FOR GRILLES WEIGHING LESS THAN 56 LBS. USE 2 SLACK WIRES, AND FOR GRILLES WEIGHING 56 LBS. OR HEAVIER USE 4 TAUT WIRES. 1 1 1. RETURN AIR REGISTERS, EXHAUST AIR GRILLES ETC, SIMILAR. 2. FLEXIBLE DUCT & INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE DENSITY NOT EXCEEDING 50 (C.M.C. SECTION 604.3) 12 GA. SEISMIC CABLE AT CORNER OF DIFFUSER STRAP: 2" MIN. x 22 GA SEISMIC TAB 2"X1"X22GA BENT PLATE TYP. AT 4 CORNERS. S/M SCREW. TYP. MANUAL 3/8"∅MACHINE BOLT, NUT AND SPRING WASHER 20"∅ 1-1/2"x20 GA. DUCT SIZE UP TO 20" DIAMETER SPIRAL ROUND HANGER SUPPORT MATERIAL MAXIMUM DISTANCE 1-1/2" WIDE 22 GA. GI STRAP 8'-0" O.C. 18" MAX ONE SIDE / 12" MAX OTHER SIDE 1" WIDE 22 GA. GI STRAP 8'-0" O.C. SECTION STRAP TYPICAL. MAX. 48" MAX ONE SIDE / 24" MAX OTHER SIDE 1" WIDE 20 GA. GI STRAP 8'-0" O.C. TYPICAL. FOR ATTACHMENT TO BUILDING STRUCTURE, SEE DETAIL 8/ THIS SHEET. LONGITUDINAL BRACE AT 30'-0" O.C. MAX. SPACING. ALTERNATE SIDE EVERY SUPPORT. 1-1/2"X1-1/2"X 20 GA. GALV. S/M. TRANSVERSE BRACE 16'-0" O.C. MAX. SPACING. ALTERNATE SIDE EVERY SUPPORT. 1-1/2"X1-1/2"X 20 GA. GALV. S/M. 1 1 1 1 1 1 #10 X 3/4" SELF TAPPING S.M.S. EQUALLY SPACED 12" O.C. MAX. MINIMUM 2 PER SIDE. (TYPICAL) RIGID ACOUSTIC DUCTWORK FLEXIBLE DUCTWORK CEILING DIFFUSER OPTIONAL IN-WALL MOUNTING BOX MODEL EDB-WALL WALL UNIT MODULAR CONNECTOR BATTERY POWERED HAND HELD CONTROLLER WITH LCD POSITION INDICATOR. PLENUM RATED FIVE (5) CONDUCTOR WIRE MODEL EBD-301 RECESSED CEILING UNIT. ELECTRONIC BALANCING DAMPER WITH POSITION INDICATOR. EBD FOR ROUND APPLICATION. EBDR FOR RECTANGULAR APPLICATION. PLUG LOCATIONS: 1. WHERE THERE ARE CEILING ACCESS PANELS FOR OTHER PURPOSES, PLUG RECEPTACLES MAY BE LOCATED ABOVE CEILING 2. AT VAV TERMINAL THAT SERVES DAMPERS LABEL EACH RECEPTACLE TO MATCH DAMPER GYP BOARD CEILING FACTORY HANGER BAR AT FRONT AND BACK. CEILING JOIST PER RCP, TYP. FLAT HEAD TEK SCREW #12 X 1". 2 PER BRACKET EXHAUST FAN MAX OPER. WEIGHT 20 LBS SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, 24" MAX. 34 " M A X . 48 " M A X . OUTLET OR SWITCH BOX BOTTOM OF 15" MIN. F.F.L. 46 " M A X . S I D E A P P R O A C H 44 " M A X . F R O N T A P P R O A C H SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, FORWARD OR FRONT APPROACH FOR DEVICES MOUNTED ABOVE COUNTERS ASSUMES THAT DIRECTLY BELOW THE DEVICE, THE COUNTER HAS A 30" MIN. WIDTH x 27" MIN. HIGH x A DEPTH EQUAL TO THE SE E N O T E B E L O W . SIDE APPROACH 27 " M I N . COUNTER DEPTH CLEAR OPENING. LAPPED AND BUTTED CORNER ALL TRANSVERSE EDGES COATED AT FACTORY OR SHOP APPLIED NOMINAL INSULATION THICKNESS 1/8" MAX. AIR FLOW A FROM CORNERS OF DUCT 4" DIMENSION 0 - 2500 FPM VELOCITY 2501 - 6000 FPM VELOCITY B FROM TRAVERSE END OF DUCT LINER 3" C ACROSS WIDTH OF DUCT, ON CENTERS (MIN. 1 PER SIDE)12" D 18"ALONG LENGTH OF DUCT, ON CENTERS (MIN. 1 PER SIDE) 4" 3" 6" 16" NOTE: WHEN VELOCITY EXCEEDS 1750 FPM, INSTALL METAL NOSING ON EDGES OF DUCT LINER FACING AIR STREAM. D" Ø D" Ø CONICAL 45° LATERAL FITTING 1 1 TEE D" Ø2 D" Ø2 D" Ø1 45° LATERAL D" Ø D" Ø 3 1 D" Ø2 THIS PORTION FOR CONTINUING DUCT RUN D" Ø3 D" Ø2 RECTANGULAR DUCT RECTANGULAR DUCT D"Ø D"Ø 45° LATERAL FITTING X" x Y" CONICAL OR STANDARD BELLMOUTH FITTING X" x Y" D" ØROUND TRANSITION ROUND TO D" Ø TRANSITION 1 2 D"1 RECTANGULAR TO ROUND X" x Y" 1D" D"Ø SEE FLOOR PLANS FOR EXHAUST DUCT RISER SIZE & CONFIGURATION RIGID INSULATION CANT STRIP AND ROOFING 20 GA. LEVEL ROOF CURB FACTORY FABRICATED W/ WELDED EDGES BY MECHANICAL COUNTER FLASHING MITER CORNER 20 GA. CONT. GALV. SHEET METAL CONTRACTOR 4"WOOD NAILER #10 x 1.5" S/S TEK SCREWS MIN. 3 AT EACH SIDE. (TOTAL 12 PER UNIT) 3/8" DIA. S/S LAG SCREW W/ 3" MIN. EMBED TO LEVEL WOOD CURB, MIN. (3) AT EACH SIDE TYPICAL. WHEN CALLED OUT ON FLEX CONNECTION MECH. FLOOR PLANS TRANSITION DAMPER ON DAMPER TRAY. LIGHTWEIGHT GRAVITY BACKDRAFT SEE FAN SCHEDULE. 4X SLEEPER. 4" TALL MAX. 4X PERIMETER BLKG W/ A34 @ EA. END TYP. 3/8" DIA. THRU BOLT (COUNTERSUNK) 3 AT EACH SIDE TYP. 3" M I N . DISCONNECT MOUNTED ON UNIT. SEE ELEC. SEE ARCH FOR ROOF CONSTRUCTION UNISTRUT CUSH-A-CLAMP FRONT VIEW SIDE VIEW MASTIC UNISTRUT CONDUIT CLAMP DURABLOK DURABLOCK MASTIC DURABLOCK GASKET AT PENETRATION, TYP. U.L. LISTED SMOKE DETECTOR HOUSING TOTAL ENCLOSED NEMA 3R WEATHERPROOF HOUSING WIRING COMPARTMENT NO. 10 S.S. SHEETMETAL SCREWS 6" O.C., TYP. NOTES: 1. SMOKE DETECTOR SHALL BE STATE FIRE MARSHALL APPROVED, U.L. LISTED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS 2. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTION AUTHORITIES 3. AIR VELOCITY INSIDE DUCTWORK SHALL BE ABOVE THE MINIMUM VELOCITY AT ALL TIMES OUTSIDE EXPOSED DUCT, MI. 18 GA CONSTRUCTION RETURN TUBE REINFORCED SHEETMETAL PLATE AT PENETRATION SUPPLY TUBE DUCT SUMP 1 1/4" DRAIN CONNECTION TEE CONNECTION W/ PLUG VENT INDIRECT DRAIN NEARBY, FLOOR SINK AT 2% SLOPE MIN. MAU 3" M I N . 3" M I N . 3" SCHE. 40. PVC COMBUSTION AIR PIPE COMBUSTION AIR INLET W/SCREEN MASTIC SEAL, TYP. ROOF 2X6 FRAMED AROUND OPENING 18 GA ANGLE CLIP FOLLOW FACTORY INSTALLATION REQUIREMENT FOR CLEARANCE OF FLUE VENT PIPE CLAMP 3" SCHE. 40. PVC FLUE 16 GA SHEET METAL FLASHING WITH FLASHING CLAMP BY MECH. NAILED TO ROOF FLASHING W/SLEEVE. SEE ARCH DRAWING 12 " M I N . LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 3 P M M-500 MECHANICAL DETAILS 2510 Au t h o r 12" = 1'-0"INSULATED PIPE AND CONDUIT SUPPORT 4 1/2" = 1'-0"KITCHEN EQUIPMENT SECTION 11 3" = 1'-0"ROOF CONDENSATE DRAIN DETAIL 16 1 1/2" = 1'-0"SMOKE DETECTOR MOUNTING DETAIL 12 1 1/2" = 1'-0"HOOD CONDENSATE DRAIN DETAIL 8 12" = 1'-0"CEILING DIFFUSER MOUNTING 1 12" = 1'-0"CEILING MOUNTED EXHAUST FAN 13 12" = 1'-0"CEILING MOUNT EXHAUST FAN VENT TO ROOF CAP 9 12" = 1'-0"CEILING ROUND DIFFUSER MOUNTING 7 12" = 1'-0"CONTROL DEVICE MOUNTING 10 12" = 1'-0"DUCT HANGER - RECTANGULAR AND ROUND 3 12" = 1'-0"DUCT LINING DETAIL 2 12" = 1'-0"DUCT TRANSITION REQUIREMENTS 5 12" = 1'-0"ELEC BAL. DAMPER FOR INACCESSIBLE CONDITIONS 14 12" = 1'-0"ROOF MOUNTED FAN ON FIELD CURB 6 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 508.3 CONSTRUCTION OF TYPE I HOODS. THE HOOD OR THAT PORTION OF A PRIMARY COLLECTION MEANS DESIGNED FOR COLLECTING COOKING VAPORS AND RESIDUES SHALL BE CONSTRUCTED OF AND BE SUPPORTED BY STEEL NOT LESS THAN 0.048 OF AN INCH (1.219 MM) (NO. 18 MSG), IN THICKNESS, STAINLESS STEEL NOT LESS THAN 0.036 OF AN INCH (0.914 MM) (NO. 20 MSG) IN THICKNESS, OR OTHER APPROVED MATERIAL OF EQUIVALENT STRENGTH AND FIRE AND CORROSION RESISTANCE. [NFPA 96:5.1.1] 508.5 HOOD SIZE. HOODS SHALL BE SIZED IN ACCORDANCE WITH THE AIRFLOW CAPACITY IN ACCORDANCE WITH SECTION 508.5.1.1 AND INSTALLED TO PROVIDE FOR THE REMOVAL OF HEAT, AND CAPTURE AND REMOVAL OF GREASE-LADEN VAPORS IN ACCORDANCE WITH SECTION 511.2.2. 508.5.1 CANOPY SIZE AND LOCATION. FOR CANOPY TYPE COMMERCIAL COOKING HOODS, THE INSIDE EDGE THEREOF SHALL OVERHANG OR EXTEND A HORIZONTAL DISTANCE OF NOT LESS THAN 6 INCHES (152 MM) BEYOND THE EDGE OF THE COOKING SURFACE ON OPEN SIDES, AND THE VERTICAL DISTANCE BETWEEN THE LIP OF THE HOOD AND THE COOKING SURFACE SHALL NOT EXCEED 4 FEET (1219 MM). EXCEPTION: LISTED EXHAUST HOODS ARE TO BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND THE MAN UFACTURER’S INSTALLATION INSTRUCTIONS. 508.5.1.1 CAPACITY OF HOODS. CANOPY-TYPE COMMERCIAL COOKING HOODS SHALL EXHAUST THROUGH THE HOOD WITH A QUANTITY OF AIR NOT LESS THAN DETERMINED BY THE APPLICATION IN ACCORDANCE WITH SECTION 508.5.1.2 THROUGH SECTION 508.5.1.5. THE EXHAUST QUANTITY SHALL BE THE NET EXHAUST FROM THE HOOD DETERMINED IN ACCORDANCE WITH EQUATION 508.5.1.1. THE DUTY LEVEL FOR THE HOOD SHALL BE THE DUTY LEVEL OF THE APPLIANCE THAT HAS THE HIGHEST (HEAVIEST) DUTY LEVEL OF APPLIANCES INSTALLED UNDERNEATH THE HOOD. EXCEPTION: LISTED EXHAUST HOODS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. OVEN FLUE DUCT OVEN FLUE DUCT COLLAR OVEN SPACE EXHAUST HOOD FIGURE 508.3.3 TYPICAL SECTION OF EYEBROW-TYPE HOOD [NFPA 96: FIGURE 5.1.8.1] VENTED HOOD NOTES LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 4 P M M-700 MECHANICAL CUTSHEETS 2510 Au t h o r CAPTIVEAIRE ND-2 16' -0" FT TYPE-1 EXHAUST HOOD WALL CANOPY CAPTIVEAIRE INLINE 3 -MAKEUP AIR SYSTEM -A3-24D REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 D HEALTH SUB 4 03/06/2026 2 PLAN RESUBMITTAL 03/09/2026 1 CAPTIVEAIRE EXHAUST DIRECT UPBLAST SYSTEM -DU-HFA LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 5 P M M-701 MECHANICAL CUTSHEETS 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 1 CEILING EXHAUST FAN 60" 72 " 52" 67 " 30 " 10 " DRILL HOLE IN SIDE OF W - IN BOX AND PROVIDE SILICONE SEAL AROUND PIPE PENETRATION PROVIDE TRAP AT BOTTOM OF RISER AND DISCHARGE INTO FLOOR SINK WITH AIR GAP OF TWICE PIPE DIAMETER. FINISHED FLOOR PER FINISH SCHEDULE SEE PLUMBING PLANS FOR INDIRECT DRAIN LINE TO FLOOR SINK PROVIDE 1" ELASTOMERIC INSULATION OVER HEAT TRACING ON CONDENSATE LINE, IF/WHEN FREEZER BOX ONLY. (ELECTRIC HEATING CABLE BY OTHERS) CONNECTION TO COIL AS REQUIRED DX COIL INSTALL PIPING AS HIGH AS THE SPACE AVAILABLE ALLOWS. ANCHOR TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM 2%. REFER TO CODE OF LOCAL JURISDICTION FOR INDIRECT DRAIN LINE REQUIREMENTS C/OC/O COORDINATE ROUTING OF DRAIN WITH SHELVING PLACEMENT OF THE WALK-IN BOX TRAP WITH VENT NO INSULATION ON PIPE RISER WALK IN COOLER 3/4" WALK IN COOLER SPECIFICATIONS FLOOR MOUNTING: ELEVATION CHANGE: FLOOR FINISH: WALL FINISH: CEILING FINISH: SURFACE MOUNTED INTERIOR 4" RAMP 22 GA STAINLESS STEEL 26 GA ZINC-ALUMINUM COATED STEEL 26 GA ZINC-ALUMINUM COATED STEEL 1" = 1'-0"WALK IN REF BOX CONDENSER 2 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 5 P M M-702 WALK-IN REFRIGERATOR 2510 Au t h o r 3/4" = 1'-0"ENLARGED WALK-IN FLOOR PLAN 1 REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 03/09/2026 WALK IN COOLER FINISHES 1 1" = 1'-0"WALK IN REF CEILING PANEL 3 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 3 : 0 6 P M M-800 TITLE 24 COMPLIANCE 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 128 W MacArthur BlvdSanta Ana, CA 92707 SHEET INDEX THE NOODLE LOFT 128 W MACARTHUR BLVD SANTA ANA, CA 92707 • DEMOLITION OF THE EXISTING NON-BEARING WALLS OF THE PREVIOUS TENANT SPACE. • NEW ELECTRICAL WIRING FOR COMMERCIAL KITCHEN AND OPEN DINING SPACES. INSTALLATION WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN. NEW ROUTING AND DUCTING TO BE CONNECTED TO THE EXISTING MECHANICAL UNIT. NEW PLUMBING FIXTURES AND UNDERGROUND PIPING TO BE INSTALLED. • UPGRADE TO RESTROOM TO MEET ACCESSIBILITY CODE COMPLIANCE. • INSTALLATION OF NEW VENTED HOOD AND MAKE-UP AIR SYSTEM. A. P. N.: ADDRESS: ZONING: TYPE OF CONSTRUCTION: OCCUPANCY: BUILDING AREA S.F. PROPOSED S.F.: SPRINKLERED: SCOPE OF WORK PROJECT INFORMATION K1 K1 ROOM NAME 101 A2.32 1 1 1 1 ELEVATION ALIGN DIMENSION CENTERLINE DIMENSION REVISION CLOUD KEY NOTE COLUMN GRID LINE ROOM REFERENCE SECTION REFERENCE ELEVATION REFERENCE DETAIL OR ENLARGED PLAN DATUM 7' - 6" 7' - 6" CL SHEET NUMBER VIEW NUMBER VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROW (PROJECT NORTH U.O.N.) 101 LEGEND AND SYMBOLS VICINITY MAP APPLICABLE CODE DEFERRED SUBMITTAL 3' - 9"3' - 9" AUTHORITY HAVING JURISDICTION : CITY OF SANTA ANA ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: • 2022 CALIFORNIA BUILDING CODE • ORANGE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT • 2022 CALIFORNIA ELECTRICAL CODE • 2022 CALIFORNIA PLUMBING CODE • 2022 CALIFORNIA MECHANICAL CODE • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE • 2022 CALIFORNIA ENERGY CODE • 2022 CALIFORNIA FIRE CODE SITE FACILITY MAP PROJECT TEAM KEY NOTE A-? ? DETAIL SECTION REFERENCEA-? ? A-? 1 410-041-51 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 C4 - COMMERCIAL PLANNED SHOPPING CENTER TYPE V-B GROUP B 1,240 SQUARE FOOT N/A NO PROJECT SITE • ANSUL FIRE SUPPRESSION SYSTEM OWNER: LEGACY THAI GROUP CONTACT: SUKITTI KEERATIPRAPA E-MAIL: LEGACYTHAIGROUP@GMAIL.COM TEL: (949) 836-1777 ARCHITECT OF RECORD : SANDPIPER ARCHITECTURE CONTACT: SAMUEL PIPER E-MAIL: SANDPIPERARCHITECT@GMAIL.COM TEL: (707) 815-6742 ENGINEER OF RECORD: ERIC CHEN CONTACT: ERIC CHEN E-MAIL: HSINGYUERIC@GMAIL.COM TEL: (626) 423-8463 55 73 405 S B R I S T O L S T MACARTHUR BLVD MA I N S T BE A R S T PROJECT LOCATION BAKER ST JOHN WAYNE AIRPORT RED HILL AVE E DYER RD A.F.F.ABOVE FINISHED FLOOR A.G.ACCESSORY GROUP A.D.ACCESS DOOR ACOUS ACOUSTICAL ACT.ACOUSTICAL TILE ADD ADDENDUM ADJ ADJACENT A.C.AIR CONDITION ALT ALTERNATE ALUM ALUMINUM A.B.ANCHOR BOLT APPROX APPROXIMATE ARCH ARCHITECTURAL AD AREA DRAIN AUTO AUTOMATIC ASL ABOVE SEA LEVEL B.E.J.BRICK EXPANSION JOINT BSMT BASEMENT B.T.BATH TUB BM BEAM BRG BEARING B.M.BENCH MARK BET BETWEEN BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD BS BOTH SIDES BOT BOTTOM BRK BRICK B.C.BRICK COURSE BLDG BUILDING BUR BUILT-UP ROOFING B.O.BY OWNER CAB CABINET C.H. CABINET HEATER CHNL CHANNEL C.O.CLEAN OUT CO2 CARBON DIOXIDE CARP.CARPET C.W.CASEWORK C.I.CAST IRON C.B.CATCH BASIN CEM CEMENT CM CENTIMETER CT CERAMIC TILE CHBD CHALK BOARD CLG. CEILING CLR CLEAR COL COLUMN CONC.CONCRETE CMU CONCRETE MASONRY UNIT COND CONDUCTIVE C.S.V CONDUCTIVE SHEET VINYL CONT.CONTINUOUS CLL CONTRACT LIMIT LINE CONTR CONTRACTOR C.J.CONTROL JOINT CONV CONVECTOR C.G.CORNER GUARD CORR CORRIDOR C.S.COUNTER SINK CRS COURSE C.R.CURTAIN ROD C.R.-1 CRASH RAIL DEM DEMOLISH/DEMOLITION DET.DETAIL DIAG DIAGONAL DIA. DIAMETER DIFF. DIFFUSER DIM. DIMENSION DISP.DISPENSER DO DITTO DR DOOR DBL DOUBLE DN DOWN DS DOWNSPOUT DWG.DRAWING D.F.DRINKING FOUNTAIN EA EACH ELEC.ELECTRICAL ELEC. CAB ELECTRIC CABINET EPNL ELECTRIC PANEL EWC ELECTRIC WATER COOLER EL ELEVATION ELEV. ELEVATOR EQ EQUAL E.O.EQUIPMENT BY OWNER EX EQUIPMENT, X-RAY EX.F EXHAUST FAN (E)EXISTING EXP. JT.EXPANSION JOINT EXP'D EXPOSED EXT EXTERIOR E.I.F.S.EXTERIOR INSULATION & FINISH SYSTEM FB FACE BRICK F.C.U.FAN COIL UNIT F.D.C.FIRE DEPARTMENT CONNECTIONS F.N.V.FEM. NAPKIN VENDOR FIN.RAD.FIN TUBE RADIATION FIN FINISH F.A.FIRE ALARM FEC FIRE EXTINGUISHER CAB FHC FIRE HOSE CABINET F.H.FIRE HYDRANT F.P.FIRE PROOFING FHMS FLAT HEAD MACH.SCREW FHWS FLAT HEAD WOOD SCREW FL. FLOOR F.D.FLOOR DRAIN FR FRAME F.S. FINISH SLAB FT FOOT FTG FOOTING FDTN FOUNDATION FUR FURRING FUR. CH.FURRING CHANNEL/S F.W.FULL WIDTH F.W.C.FABRIC WALL COVERING GAL GALLON GALV.GALVANIZED GI GALVANIZED IRON GA GAGE G.C.GENERAL CONTRACT GL GLASS G.B.GRAB BAR GSF GROSS SQUARE FEET G.W.B.GYPSUM WALL BOARD HR-1 HANDRAIL HDNR HARDENER HDW HARDWARE HD.WD.HARDWOOD HTR HEATER HTG HEATING HVAC HEATING, VENTILATION & AIR CONDITIONING HT HEIGHT HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB H.C.HOSE CABINET H.C.U.HOSPITAL CASEWORK UNIT H.C.T.HOSPITAL CUBICAL TRACK H.PL. HOT PLATE H.P.L.HIGH PRESSURE PLASTIC LAMINATE H.W.HOT WATER HR HOUR INCIN.INCINERATOR I.D.INSIDE DIAMETER INSUL. INSULATE(D)(ION) INS. GL INSULATED GLASS INT INTERIOR IV INTRAVENOUS INV INVERT JAN JANITOR JT JOINT KIT KITCHEN KO KNOCK OUT L.C.LABORATORY CASEWORK LEV LOW EMISSION VEHICLE LAM LAMINATED LAV.LAVATORY L.GL.LEADED GLASS LH LEFT HAND LGT LENGTH LT LIGHT LT.P LIGHT PANEL LTWT LIGHT WEIGHT L.F.LINEAR FEET LTL LINTEL LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LVR LOUVER L.P.LOW POINT MACH MACHINE M.H.MANHOLE MFR MANUFACTURER MARB MARBLE MAS MASONRY M.O.MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MC MEDICINE CABINET MEMB MEMBRANE MET METAL MTD MOUNTED M.T.P.METAL TOILET PARTITION MET. TM METAL TRIM M.W.U.MILLWORK UNIT MIN. MINIMUM MISC.MISCELLANEOUS MOD MODULAR M.H.MOP HOPPER MOV MOVABLE MULL MULLION (N)NEW NAT NATURAL N.L. NIGHT LIGHT N2O NITROUS OXIDE NRC NOISE REDUCTION COEIF. N.I.C. NOT IN CONTRACT N.T.S.NOT TO SCALE NOM NOMINAL NO. NUMBER OBS OBSCURE O.C.ON CENTER OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND O.D.OUTSIDE DIAMETER OHMS OVAL HEAD MACH. SCREW OHWS OVAL HEAD WOOD SCREW OA OVERALL OH OVERHEAD O2 OXYGEN PNT PAINT(ED) PNL PANEL P.T.D PAPER TOWEL DISPENSER P.T.R.PAPER TOWEL RECEPTACLE P.BD.PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PG.BD.PEG BOARD PLAS.PLASTER P.LAM PLASTIC LAMINATE PL PLATE PL.GL.PLATE GLASS PLMB PLUMBING PMLD PREMOLDED PWD PLYWOOD PT POINT PPGL POLISHED PLATE GLASS PPTGL POLISHED PLATE TEMPERED GLASS PPWGL POLISHED PLATE WIRE GLASS PVC POLYVINYL CHLORIDE PCF POUNDS PER CU.FT. PSI POUNDS PER SQ. INCH PSF POUNDS PER SQ.FT. P.P.POWER PANEL PCP PRECAST CONCRETE PANEL PRE. FAB. PREFABRICATED PREF. PREFINISHED PSC PRE-STRESS CONC. PROJ PROJECTION PL PROPERTY LINE PTDF PRESSURE TREATED DOUGLAS FIR QTY QUANTITY QT QUARRY TILE RAD RADIUS R.W.L.RAIN WATER LEADER RECPT.RECEPTACLE, ELECTRIC REC.RECESS(ED) RE:REFER TO R.C.P.REFLECTED CEILING PLAN REFR.REFRIGERATOR REG. REGISTER REINF. REINFORCE(D)(ING) REQ'D REQUIRED RES RESILIENT R.C.P.REINF. CONC. PIPE RET RETURN RA RETURN AIR RVS REVERSE REV REVISION RH RIGHT HAND ROW RIGHT OF WAY R RISER RVT RIVET R.D.ROOF DRAIN RFH ROOF HATCH R.V.ROOF VENT RFG ROOFING RM ROOM R.F.S.ROOM FINISH SCHEDULE RO ROOF OPENING RND ROUND RBL RUBBLE STONE S.A.M.F.SELF-ADHERED MEMBRANE FLASHING SDL SADDLE S.N.C.SAN. NAP. CABINET S.N.D.SAN.NAP.DISPOSER STC SEALANT STG SEATING SECT.SECTION S.S.SERVICE SINK S.B.SHAMPOO BOWL SHTH SHEATHING SHT SHEET SH SHELF, SHELVING SHR SHOWER SIM. SIMILAR S SINK S.DI.SOAP DISPENSER SPKR SPEAKER S.F.C. SPECIAL FLR. COATING S.W.C.SPECIAL WALL COATING S.O.G SLAB ON GRADE SPEC.SPECIFICATIONS SQ SQUARE SST STAINLESS STEEL SP STAND PIPE STD STANDARD STL STEEL STER STERILIZER SD STORM DRAIN S.G.T.STRUCTURAL GLAZED TILE STRUCT STRUCTURAL SUSP.SUSPENDED S.V.SHEET VINYL SW SWITCH SWBD SWITCH BOARD SYM SYMMETRICAL T.B.TACKBOARD T.P.TANGENT POINT TEL TELEPHONE TEMP TEMPERATURE TEMP. GL.TEMPERED GLASS TER.TERRAZZO TEX.TEXTURE THK THICK(NESS) THR THRESHOLD T.D.TISSUE DISPENSER T TOILET (FIXTURE) TPH TOILET PAPER HOLDER T&G TONGUE & GROOVE T.O.S.TOP OF STEEL T.O.B TOP OF BEAM T.O.C.TOP OF COLUMN T.O.F.TOP OF FASCIA T.O.FTG TOP OF FOOTING T.O.P.TOP OF PARAPET T.O.W.TOP OF WALL TB TOWEL BAR TYP TYPICAL U.C.UNDERCUT U/C UNDER COUNTER U.C.L.UNDER COUNTER LIGHT U.L.UNDERWRITERS LABORATORIES INC. UNGND UNDERGROUND U.H.UNIT HEATER U.V.UNIT VENTILATOR U.O.N.UNLESS OTHERWISE NOTED UR URINAL UPH.UPHOLSTERY V.T.R.VENT THROUGH ROOF VENT VENTILATOR V.I.F.VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE V.C.T.VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING V VINYL VT VINYL TILE WSCT WAINSCOT W WASTE WC WATER CLOSET W.L.WATER LINE WS WEATHER STRIP WT WEIGHT WWF WELDED WIRE FABRIC W.C.D.F.WHEELCHAIR DRINKING FOUNTAIN WG WIRE GLASS W.M.P.WIRE MESH PARTITION W/WITH W/O WITHOUT WD WOOD W.R.B. WATER-RESISTANT BARRIER (WEATHER-RESISTANT BARRIER) ABBREVIATIONS *NOTE -FIRE SUPPRESSION SYSTEM BUILT INTO HOOD AND COMMERCIAL KITCHEN WEST MACARTHUR MA I N S T R E E T 55 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : US E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 0 6 P M G-001 PROJECT INFORMATION 2510 Au t h o r SHEET # SHEET NAME 1 - GENERAL G-001 PROJECT INFORMATION G-101 GENERAL NOTES G-110 CALIFORNIA GREEN BUILDING STANDARD CODE G-111 CALIFORNIA GREEN BUILDING STANDARD CODE G-112 CALIFORNIA GREEN BUILDING STANDARD CODE G-113 CALIFORNIA GREEN BUILDING STANDARD CODE G-120 CODE ANALYSIS G-140 ADA SITE AND PARKING DETAILS G-141 ACCESSIBILITY DETAILS & NOTES G-142 ACCESSIBILITY DETAILS & NOTES 2 - ARCHITECTURE A-001 AS-BUILT REFERENCE A-010 SITE PLAN A-100 DEMO FLOOR PLAN A-200 FLOOR PLAN A-201 FINISH FLOOR PLAN A-210 RCP AND ROOF PLAN A-300 SECTIONS A-310 EXTERIOR ELEVATIONS A-400 ENLARGED PLANS A-401 INTERIOR ELEVATIONS A-402 INTERIOR ELEVATIONS A-500 DETAILS A-501 DETAILS A-600 DOOR AND WINDOW SCHEDULE A-700 EQUIPMENT CUTSHEETS A-701 EQUIPMENT CUTSHEETS 3 - MECHANICAL M-001 MECHANICAL COVER SHEET M-200 MECHANICAL PLANS M-500 MECHANICAL DETAILS M-700 MECHANICAL CUTSHEETS M-701 MECHANICAL CUTSHEETS M-702 WALK-IN REFRIGERATOR M-800 TITLE 24 COMPLIANCE 4 - ELECTRICAL E-001 ELECTRICAL COVER SHEET E-200 ELECTRICAL PLANS E-600 PANEL AND SINGLE LINE DIAGRAM E-700 ELECTRICAL CUTSHEETS 5 - PLUMBING P-001 PLUMBING COVER SHEET P-200 PLUMBING PLANS P-500 PLUMBING DETAILS P-700 PLUMBING CUTSHEETS P-701 PLUMBING CUTSHEETS P-800 TITLE 24 COMPLIANCE TOTAL: 43 REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 OCCUPANCY LEGEND 1006.3.3 EGRESS BASED ON OCCUPANT LOAD EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO EXITS, AS SPECIFIED IN TABLE 1006.3.3. A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED IN ACCORDANCE WITH SECTION 1006.3.4. THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS STAIRWAYS OR RAMPS PROVIDING ACCESS TO EXITS, FROM ANY STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY. 1017.2 LIMITATIONS EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 1010.1.1 SIZE OF DOORS THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). WHERE THIS SECTION REQUIRES A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM) AND A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. CODE ANALYSISEGRESS BASED ON OCCUPANT LOAD ACCESS TRAVEL 1-500 501 - 1,000 2 3 4 MINUMUN NUMBER OF EXITS OR ACCESS TO EXITS FROM STORY MORE THEN 1,000 OCUPANT LOAD PER STORY TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEª A,E,F-1,M,S-1 OCCUPANCY WITHOUT SPRINKLER SYSTEM (FEET) WITH SPRINKLER SYSTEM (FEET) 200e 250b NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED 200 300 150 200c 200c 200c R-2.1 B F-2, S-2, U H-1 H-2 H-3 H-4 H-5 I-2, I-2.1, I-3f I-4 L TOTAL OCCUPANTS 49250b 300b 400b 75b 100b 150b 175b 200b B BUSINESS A-2 ASSEMBLY NO OCCUPANTS - EXIT REQUIRED: OCCUPANT LOAD: 49 OCC OCCUPANCY: B - BUSINESS EXITS REQUIRED (CBC TABLE 1006.3.3): 2 EXIT PROVIDED: 2 (1 EGRESS FROM KITCHEN) A - HEIGHT OF ACCESSORIES CBC 11B SECTION 11B-603.5 WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. B - ACCESSIBLE ROUTE TO ACCESSIBLE COMPARTMENT CBC 11B SECTION 11B-403.5.1 EXCEPTIONS: 5 THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES (1118 MM) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. C - STALL WIDTH CBC 11B SECTION 11B-604.8.1.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES (1499 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL ADDITIONALLY PROVIDE MANEUVERING SPACE COMPLYING WITH SECTION 11B-604.8.1.1.1, 11B-604.8.1.1.2, OR 11B- 604.8.1.1.3, AS APPLICABLE. WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 59 INCHES (1499 MM) DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. D - ACCESSIBLE STALL DOOR CBC 11B Section 11B-604.8.1.2 TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES (1219 MM) MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING HINGE SIDE JAMB FOR OUT SWINGING DOORS SHALL BE FARTHEST FROM THE WATER CLOSET AND THE STRIKE SIDE JAMB SHALL BE 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.1 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. E - STANDING PERSON DRINKING FOUNTAIN CBC 11B SECTION 11B-602.7 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. CBC 11B SECTION 11B-211.2 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 11 B- 602.6, 11B-602.8 AND 11 B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTION 11B-602.7 AND 11B-602.9. F - ENTRY DOOR MANUEVERING CLEARANCE CBC 11B SECTION 11B-404.2.4.1 SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1. G - CLEARANCE IN FRONT OF TOILET CBC 11B SECTION 11B-604.3.1 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. H - URINAL CBC 11B SECTION 11B-605.2 URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES (343 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 1210.3.2 URINAL PARTITIONS EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN AT A HEIGHT NOT MORE THAN 12 INCHES (305 MM) FROM AND EXTEND NOT LESS THAN 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN 18 INCHES (457 MM) OR TO A POINT NOT LESS THAN 6 INCHES (152 MM) BEYOND THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE FINISHED BACKWALL SURFACE, WHICHEVER IS GREATER. I - PIPE AT LAVATORIES CBC 11B SECTION 11B-606.5 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. J - SIDE GRAB BAR CBC 11B SECTION 11B-604.5.1 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. K - REAR GRAB BAR LENGTH CBC 11B SECTION 11B-604.5.2 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. L - OPERABLE PARTS (DOOR) 11B-309.4 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM 44" MIN. ACCESSIBLE PATH OF TRAVEL INDICATES EGRESS ROUTE DIRECTON EXIT SIGN, SINGLE FACE, W/DIRECTIONAL ARROW AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX. EXIT SIGN, DOUBLE FACE, W/DIRECTIONAL ARROWS AS INDICATED, MOUNTED ON RECESSED CEILING OUTLET BOX EXIT SIGN, SINGLE FACE, NON DIRECTIONAL ARROW, MOUNTED ON RECESSED CEILING OUTLET BOX. 62'-5" MAX DIAG. 503 SF COOK PREP 543 SF OPEN DINING 53 SF RESTROOM 37 SF STORAGE TO T A L L E N G T H 6 8 ' -0" OCCUPANCY: ASSEMBLY A-2 - (TABLE 422.1 CALIFORNIA PLUMBING CODE) TOTAL OCCUPANT LOAD: 49 (25 MALE, 25 FEMALE) PLUMBING FIXTURES REQUIRED (TABLE 422.1 PLUMBING CODE) REQUIRED WATER CLOSET URINAL LAVATORIES DRINKING FOUNTAIN SERVICE SINK MALE 1 1 1 . . 1 N/A 1FEMALE CPC 422.1 EXCEPTION (3) IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. A-2 ASSEMBLY OCCUPANCY - RESTAURANTS, PUBS, LOUNGES, NIGHTCLUBS AND BANQUET HALLS Male 1: 1-50 2: 51-150 3: 151-300 4: 301-400 Female 1: 1-25 2: 26-50 3: 51-100 4: 101-200 6: 201-300 8: 301-400 Male 1: 1-200 2: 201-300 3: 301-400 4: 401-600 Male 1: 1-150 2: 151-200 3: 201-400 Female 1: 1-150 2: 151-200 3: 201-400 Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 125 females. Over 600, add 1 fixture for each additional 300 males. Over 400, add 1 fixture for each additional 250 males and 1 fixture for each 200 females. 1: 1-250 2: 251-500 3: 501-750 Over 750, add 1 fixture for each additional 500 persons. 1 service sink or laundry tray - PROVIDED ONE UNISEX RESTROOM IS COMPLIANT TO SERVICE THE EXISTING SQUARE FOOTAGE AND OCCUPANT LOAD. LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 0 7 P M G-120 CODE ANALYSIS 2510 Au t h o r 00 EGRESS LEGEND EGRESS LEGEND OCCUPANCY LOAD SCHEDULE NAME OCC. TYPE AREA DEPARTMENT OCC. LOAD FACTOR OCC. LOAD OPEN DINING 543 SF A2 - ASSEMBLY 15 SF 37 COOK PREP 503 SF B - BUSINESS 50 SF 11 RESTROOM 53 SF NONE 0 SF STORAGE 37 SF STORAGE 150 SF 1 49 1/4" = 1'-0"CODE ANALYSIS PLAN 1 N REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 PLUMBING FIXTURE CALCULATIONS WEST MACARTHUR BLVD MA I N S T R E E T PROJECT LOCATION (E) GAS STATION EV SPACE (E) TRASH ENCLOSURE (E) ROOF COVER OF GAS STATION G-140 5 TYP. G-140 5 TYP. G-140 2 TYP. G-140 14 TYP. (E) ACCESSIBLE PARKING (E) ACCESSIBLE PARKING G-140 8 TYP. (E) DETECTABLE WARNING, TYP.(E) DETECTABLE WARNING, TYP. (E) ACC. SIGNAGE, TYP. SEE SHEET G-140 (E) TRANSFORMER(E) TRASH ENCLOSURE A-210 3 NO PARKING (E) GGI TANK (E) GAS AND WATER METERS ARCHITECTURAL LAYOUT - LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BRING DISCREPANCIES TO THE ARCHITECT’S ATTENTION. CONCRETE PAVING SAWCUT SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPOXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO REMAIN. SEE STRUCTURAL DRAWINGS. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE IN OWNER’S GEO-TECHNICAL REPORT. NOISE LEVEL COMPLIANCE COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FOR AFTER-HOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. DIRECT NOISE COMPLAINTS TO THE CONSTRUCTION MANAGER. CLEAN JOBSITE AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT AND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. GEO-TECHNICAL REPORT SEE OWNER’S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACTION CRITERIA UNDER PAVEMENT. EXPANSION / CONTROL JOINTS CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15'-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX UNLESS OTHERWISE NOTED PARKING STALL STRIPING ALL PARKING STALL STRIPING SHALL BE PER LOCAL JURISDICTION STANDARDS. DIMENSIONS ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. EXISTING WORK ALL EXISTING WORK IS TO REMAIN UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING AT THE CONTRACTOR’S EXPENSE ANY EXISTING ITEM DAMAGED BY CONSTRUCTION AND, OR DEMOLITION ACTIVITY. THE DAMAGED ITEMS SHALL BE RESTORED TO AN “AS-WAS” OR BETTER CONDITION, OR REPLACES AT THE OWNER’S DISCRETION. WASTE MANAGEMENT CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION WASTE MANAGEMENT COMPLIANCE DEFINED BY LOCAL GREEN BUILDING ORDNANCE(S), INCLUDING BUT NOT LIMITED TO SORTING AND SEPARATING MATERIALS DERIVED FROM CONSTRUCTION AND DEMOLITION DEBRIS INCLUDING BUT NOT LIMITED TO CONCRETE, REINFORCING STEEL AND ASPHALT. TRAFFIC & PEDESTRIAN ACCESS SCHEDULE CONSTRUCTION WASTE MATERIAL REMOVAL IN A MANNER TO INSURE MINIMUM INTERFERENCE WITH VEHICLE TRAFFIC AND PEDESTRIAN ACCESS INCLUDING ADJACENT PROPERTIES WHEN APPLICABLE, PER LOCAL REQUIREMENTS. SITE DRAINAGE CONTRACTOR SHALL MAINTAIN NECESSARY TEMPORARY SITE DRAINAGE DURING DEMOLITION AND CONSTRUCTION ACTIVITY. LANDSCAPE PROTECTION PROTECT EXISTING PLANTING AREAS INCLUDING TREES, SHRUBS, TURF AND IRRIGATION SYSTEM SHOWN TO REMAIN. COORDINATE NEW WORK WITH EXISTING AS-BUILT FIELD CONDITIONS. SEE LANDSCAPE DRAWINGS. CONSTRUCTION BARRICADES CONTRACTOR BEARS SOLE RESPONSIBILITY FOR CONSTRUCTION BARRICADES, PROTECTIVE CANOPIES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER’S PERSONNEL, BUILDING TENANTS AND THE GENERAL PUBLIC FROM INJURY DURING CONSTRUCTION. DAMAGE REPAIR PROMPTLY REPAIR DAMAGE WHEN OCCURS AT NO ADDITIONAL COST TO OWNER. DUST CONTROL USE TEMPORARY ENCLOSURES OR OTHER SUITABLE METHODS SUCH AS WATERING TO CONTROL DUST IN ACCORDANCE WITH LOCAL JURISDICTION. EQUIPMENT EQUIPMENT STORED ON SITE AWAITING INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE. PROPERTY LINE LIMIT OF WORK ACCESSIBLE PATH OF TRAVEL ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY PRIMARY BUILDING ENTRANCE SECONDARY BUILDING ENTRANCES INTERIOR AND ROOF RENOVATION AREA N.I.C. AREA OF IMPROVEMENT KEYNOTE TAGD20 / 10 (E) ROOF WELL AND MECHANICAL UNIT 19' - 4" 11 ' - 8 " LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 0 8 P M A-010 SITE PLAN 2510 Au t h o r 1" = 20'-0"SITE PLAN 1 GENERAL NOTES SITE LEGEND N (E) SITE PLAN FROM OTHER PERMIT SET. NOT TO SCALE. FOR REFERENCE ONLY REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 1. ALL FOOD AND UTENSIL RELATED EQUIPMENT TO BE ANSI CERTIFIED FOR SANITATION. 2. DRY STORAGE SHELVING A MIN 32 IN FT. ALL SHELVING MUST BE ACCESSIBLE WITH 30" AISLE CLR. THE SHELVING UNIT SHALL BE A MIN. 18" IN DEPTH AND 3 TIERS HIGH. 3. SNEEZEGUARD FOR DISPLAYS OF UNPACKAGED FOOD SHALL BE SHIELDED SO AS TO INTERCEPT A DIRECT LINE BETWEEN THE CUSTOMERS' MOUTH, ASSUMED TO BE BETWEEN 54' AND 60" ABOVE THE FLOOR, AND THE FOOD BEING DISPLAYED. 4. THE FOOD PREP. SINK (S.S) SHALL BE WITH AN INTEGRALLY INSTALLED DRAIN BOARD. THE WASTE FROM THE SINK MUST DRAIN INTO FLOOR SINK, AN INDIRECT CONNECTION. 5. THE DRAIN TO FLOOR SINK SHALL BE MIN. 1/4" SLOPE PER FOOT, THE PIPE AT LEAST 6" ABOVE THE FLOOR AND WITH 1" AIR GAP. THE FLOOR SINK MUST BE AT LEAST HALF- EXPOSED OR BE IN-LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT AND WITHIN 15FT OF THE CONDENSATE PRODUCING EQUIPMENT. 6. A DOOR-ACTIVATED AIR CURTAIN DEVICE THAT DELIVERS AN AIR VELOCITY OF AT LEAST 750 FEET PER MINUTE, MEASURED 3FT. ABOVE THE FLOOR, MUST BE PROVIDED OVER THE DELIVERY DOOR. THE AIR CURTAIN SHALL COVER THE ENTIRE WIDTH OF THE DOOR. FOR DELIVERY DOOR THAT ARE WIDER THAN 4 FT., THE AIR CURTAIN MUST PRODUCE AN AIR VELOCITY OF AT LEAST 1600 FT PER MIN. AS MEASURED 3 FT ABOVE THE FLOOR. 7. ALL EQUIPMENT WHICH GENERATES CONDENSATE OR SIMILAR LIQUID WASTES SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO FLOOR SINK. FLOOR DRAINS ARE NOT TO BE USED IN LIEU OF FLOOR SINKS. ALL FLOOR SINKS MUST BE AT LEAST HALF-EXPOSED AND BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT, AND WITHIN 15 FT OF THE CONDENSATE PRODUCING EQUIPMENT. 8. ALL SINKS MUST BE WITH HOT (MIN. 120 F) AND COLD WATER FOR MIXING FAUCETS. 9. A MIN. 50-FOOT CANDLES OF LIGHT MEASURED 30" AFF. IN KITCHEN, SERVICE & WASHING AREA, THOUGH OUT FACILITY FOR DURING GENERAL CLEANING UP ACTIVITY AND MIN. 10- FOOT CANDLES OF LIGHT MEASURED 30" AFF. IN RESTROOM AND STORAGE ROOMS. 10. ALL EXISTING EQUIP. IN GOOD WORKING CONDITION IN COMPLIANCE WITH HEALTH CODE. 11. THE GREASE INTERCEPTOR MUST BE LOCATED OUTSIDE OF THE FOOD ESTABLISHMENT. 12. THE POT SINK SHALL BE CONNECTED DIRECTLY TO THE DRAINAGE SYSTEM WITH A F/D. THE FIXTURE SHALL BE CONNECTED ON THE SEWER SIDE OF THE FLOOR DRAIN TRAP. HWR (E)W SOV IN YB S OR W S OR W ABBREVIATION POC COTG GC CV SOV COYB WCO (E) G G HWR (E) G G FCO HW CD CW CD V SYMBOL POINT OF CONNECTION CLEANOUT TO GRADE WALL CLEANOUT CLEANOUT IN YARDBOX SHUT-OFF VALVE IN YARD BOX CHECK VALVE SHUT-OFF VALVE GAS COCK HOT WATER RETURN GAS (LOW PRESSURE) EXISTING GAS HOT WATER FLOOR CLEANOUT EXISTING SOIL OR WASTE SANITARY VENT COLD WATER CONDENSATE DRAIN SOIL OR WASTE (BELOW GRADE) DESCRIPTION SOIL OR WASTE (ABOVE GRADE) (E) CW (E) CW EXISTING COLD WATER (E) HW (E) HW EXISTING HOT WATER (E) HWR (E) HWR EXISTING HOT WATER RETURN (E) CD (E) CD EXISTING CONDENSATE DRAIN (E) V (E) V EXISTING VENT (E) W (E) W EXISTING WASTE POD POINT OF DISCONNECT UP UP PIPING DOWN DOWN PIPING WHA WATER HAMMER ARESTOR TP TRAP PRIMER 1.5 ABOVE 350 251 - 350 141 - 200 105 - 140 NOMINAL PIPE DIAMETER (IN INCHES) INSULATION THICKNESS REQUIRED (IN INCHES) <1 1 TO <1.5 TO <4 1.5 TO <8 41 8 AND LARGER TO 0.32 - 0.34 0.29 - 0.31 0.27 - 0.30 0.25 - 0.29 0.22 - 0.28 250 200 150 125 100 4.5 3.0 2.5 1.5 1.0 5.0 4.0 2.5 1.5 1.5 5.0 4.5 2.5 2.0 1.5 5.0 4.5 3.0 2.0 1.5 5.0 4.5 3.0 2.0 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 BELOW 40 0.20 - 0.26 50 1.0 1.5 1.5 1.5 1.5 201 - 250 INSULATION MEAN RATING TEMPERATURE (°F) CONDUCTIVITY RANGE (IN BTU-INCH PER HOUR PER SQUARE FOOT PER °F) FLUID TEMPERATURE RANGE (°F) SPACE HEATING, HOT WATER (STEAM, STEAM CONDENSATE & HOT WATER) AND SERVICE WATER HEATING SYSTEMS. ALL HOT WATER LINES TO BE INSULATED PER CPC 609.11 SPACE COOLING SYSTEMS (CHILLED WATER, HVAC CONDENSATE, REFRIGERANT AND BRINE) TABLE 120.3-A PIPE INSULATION THICKNESS 1. FOR NEW POST INSTALLED ANCHORAGE (E.G. MECHANICAL OR CHEMICAL ANCHORAGES, ETC.) INTO EXISTING CONCRETE, FULLY OR PARTIALLY GROUTED CONCRETE MASONRY UNIT, ETC., LOCATE AND IDENTIFY ALL EXISTING REINFORCING, PT TENDONS, EMBEDDED CONDUITS, ETC., WITHIN THE AREA OF THE NEW ANCHORAGE VIA NON-DESTRUCTIVE METHODS (E.G. GROUND PENETRATING RADAR (GPR), X-RAY, ETC.), PRIOR TO POST INSTALLATION IN ORDER TO ENSURE THAT THE NEW ANCHORAGE DOES NOT CUT, DAMAGE, CHIP, OR ADVERSELY IMPACT THE INTEGRITY OF THE EXISTING STRUCTURAL AND NON-STRUCTURAL ELEMENTS AND COMPONENTS. AS-BUILT DRAWINGS CAN BE PROVIDED UPON REQUEST. 2. NO CORING OF ANY KIND THROUGH EXISTING STRUCTURAL AND NON-STRUCTURAL ELEMENTS AND COMPONENTS (E.G. SLABS, BEAMS, COLUMNS, WALLS, ETC.) SHALL OCCUR WITHOUT APPROVAL FROM SEOR. FOR ALL CORED PENETRATIONS THAT ARE APPROVED BY SEOR, THESE CORING LOCATIONS MUST BE CLEARLY IDENTIFIED ON THE DRAWINGS AND MARKED IN THE FIELD DURING CONSTRUCTION WITH DIMENSIONS, SIZE, ETC. LOCATE AND IDENTIFY ALL EXISTING REINFORCING, PT TENDONS, EMBEDDED CONDUITS, ETC., WITHIN THE AREA OF THE CORED PENETRATIONS VIA NON-DESTRUCTIVE METHODS, (E.G. X-RAY, ETC.) AT ANY STRUCTURAL AND NON-STRUCTURAL ELEMENT AND COMPONENT IN ORDER TO AVOID CUTTING, DAMAGING, CHIPPING, OR ADVERSELY IMPACTING THE INTEGRITY OF THESE EXISTING ELEMENTS AND COMPONENTS. AS-BUILT DRAWINGS CAN BE PROVIDED UPON REQUEST. 3. ALL POST-INSTALLED ANCHORAGE, FASTENERS, ETC. REQUIRED FOR ATTACHING AND/OR SECURING BOTH STRUCTURAL AND NON-STRUCTURE ELEMENTS AND COMPONENTS SHALL HAVE A CURRENT AND VALID PRODUCT TESTING AND ACCEPTANCE DOCUMENT THAT VERIFIES ITS APPLICABLE USE AND COMPLIANCE WITH THE APPROPRIATE GOVERNING CODES FOR THE PROJECT (E.G. ICC-ESR, IAPMO, LARR, ECT.) 4. FOR UNIQUE SITUATIONS WHERE THE ABOVE CANNOT BE ACHIEVED, THOSE CONDITIONS MUST BE BROUGHT UP TO THE OWNER AND SEOR ENGINEERING FOR FURTHER EVALUATION AND ASSESSMENT. SERVICES LOCATION DOMESTIC COLD & HOT WATER UNDERGROUND ABOVE GROUND MATERIAL RIGID COPPER (TYPE K) JOINING METHOD LEAD FREE BRAZED OR PROPRESS REMARKS RIGID COPPER (TYPE L) SANITARY WASTE/ SEWER UNDERGROUND CPVC SCHEDULE 40 HUBLESS ABOVE GROUND CPVC SCHEDULE 40 HUBLESS SANITARY VENT ABOVE GROUND (INDOOR) CAST IRON SOIL PIPE & FITTINGS HUBLESS STORM DRAIN UNDERGROUND ABOVE GROUND (INDOOR) CAST IRON SOIL PIPE HUBLESS CAST IRON SOIL PIPE HUBLESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. NOTE: 1. ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER PLUMBING SPECIFICATIONS 2. ALL EXISTING CONDENSATE PIPING ABOVE CEILING SHALL BE PROVIDED WITH 1/2" ARMAFLEX INSULATION FOR CONDENSATION CONTROL. 3. ALL CAST IRON PIPES BELOW GRADE SHALL BE SPIRAL WRAPPED WITH 20 MIL. VISQUEEN TAPE. LEAD FREE SOLDERED OR PROPRESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. HOT WATER IS INSULATED WITH 1-1/2" FIBERGLASS. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. UNDERGROUND ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. CAST IRON SOIL PIPE & FITTINGS HUBLESS ABOVE GROUND & (INDOOR) THREADED WELDED ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. EXPOSED PIPE SHALL BE PAINTED GAS CO. GRAY. LOW PRESSURE GAS ABOVE GROUND (EXTERIOR) ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. CAST IRON SOIL PIPE & FITTINGS HUBLESS CONDENSATE SCHEDULE 40 BLACK STEEL 2" & SMALLER - THREADED 2 1/2" & LARGER - WELDED ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 313.0 AND 313.10. INSULATE WITH 1/2"ARMAFLEX FOR CONDENSATION CONTROL ABOVE GROUND (INDOOR)RIGID COPPER (TYPE M) LEAD FREE BRAZED OR PROPRESS ABOVE GROUND (ON ROOF)CPVC SCHEDULE 80 SOLVENT CEMENTED ALL PIPE SUPPORT SHALL BE PROVIDED AS REQUIRED BY CPC TABLE 313.3. PROVIDE TRANSITION FITTING FROM CPVC PIPE TO COPPER PIPE ABOVE ROOF. PLUMBING FIXTURE STANDARD PROPOSED / EXISTING GPM COMPLY (Y/N) LOW FLOW REQUIREMENT PER SECTION 5.303.3 HAND WASH SINK KITCHEN SINK 1.5 GPF 1.8 GPM PROPOSED 1.5 GPM PROPOSED 1.8 GPM YES YES RR LAVATORY 0.5 GPM PROPOSED 0.5 GPM @60PSI YES WATER CLOSET 1.8 GPM YESPROPOSED 1.8 GPM WATER SANITARY WASTE SANITARY VENT GAS INDIRECT WASTE STORM DRAIN ACID RESIST COPPER -"TY PE L" NOTE* WHEN USING UNDERGROUND ABS/PVC PIPING, SHALL BE APPROVED BY THE CITY ADMINISTRATIVE AUTHORITY NOTE* THE DRAIN PIPE SERVING SODA MACHINES OR SIMILAR TO PROVIDE ACIS RESISTANCE FOR ABS PIPING COPP E R -"TY PE K " COPPER -"TY PE M " BLACK STEE L -"SCH 4 0 " EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT IT'S UPPER TERMINAL & EACH RUN OF PIPING, WHIICH IS MORE THAN ONE HUNDRED FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH CLEANOUT AT EACH HUNDRED FEET OR FRACTION THEREOF IN LENGTH OF SUCH PIPING. GALV . S T E E L -"SCH 40" PVC -"SC H 4 0 " PVC -CLA S S 315 ABS INSIDE OUTSIDE UNDER GROUND LOCAT ION SERV I C E CAST IR ON INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE INSIDE WATER PIPER SIZING CALCULATION PER CHART A 102.2, A 103.1, A 105.1 STREET STATIC WATER PRESSURE: HIGH 76 PSI, LOW 63 PSI WATER SIZING CALCULATION FOR 23.5 FU MIN. STREET WATER PRESSURE: 1" WATER METER PRESSURE LOSS: MINUS 1" RPBP PRESSURE LOSS: MINUS VERTICAL LIFT (4'-0" X 0.434): MINUS RESIDUAL PRESSURE REQ'D AT FIXTURE: 63 PSI 2 PSI 10 PSI 2 PSI 20 PSI TOTAL PRESSURE AVAILABLE FOR FRICTION LOSS: 29 PSI COLD WATER PIPING HOT WATER PIPING TOTAL LONGEST LENGTH: 55 FT PIPE SIZE 1/2"3/4"1"1-1/4"1-1/2" PIPE SIZE PIPE SIZE 1/2"3/4"1"1-1/4" PIPE SIZE 29 PSI X 55 FT / (100 FT X 1.25) T.E.L. =12.8 PSI LOSS PER 100 FT COLD WATER 3 10 26 53 3 6 15 30 85 12.8 PSI LOSS/100 FT; 8 FT/S MAX. VEL. 12.8 PSI LOSS/100 FT; 5 FT/S MAX. VEL. • REUSE OF EXISTING GGI PLAZA GREASE TRAP. REUSE OF EXISTING UTILITY CONNECTIONS FOR WATER, GAS, AND SEWER LINES. • PROVIDE NEW PLUMBING FIXTURES AT ACCESSIBLE UNISEX RESTROOM. NEW PLUMBING FIXTURES AT KITCHEN SPACE TO BE COMPLIANT WITH LOCAL ENVIRONMENTAL HEALTH CODE. • PROVIDE NEW TANKLESS WATER HEATER AT ROOF WELL. • COORDINATION WITH MECHANICAL AND ELECTRICAL EQUIPMENT IN PLENUM SPACE. 110.3 (a) CERTIFICATION BY MANUFACTURERS ANY SERVICE WATER HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF CERTIFIED TO THE ENERGY COMMISSION TO MEET ALL APPLICABLE 110.3 REQUIREMENTS 110.3 (a) TEMPERATURE CONTROLS SERVICE WATER HEATING SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF BEING ADJUSTED FROM LOWEST TO HIGHEST ACCEPTABLE TEMPERATURES FOR THE INTENDED USE AS LISTED IN TABLE 3, CHAPTER 50 OF THE ASHRAE HANDBOOK, HVAC APPLICATIONS VOLUME, OR TABLE 613.1 OF THE CALIFORNIA PLUMBING CODE FOR HEALTH CARE FACILITIES. RESIDENTIAL OCCUPANCIES ARE EXEMPT FROM TEMPERATURE CONTROL REQUIREMENTS. 110.3 (b) EFFICIENCY EQUIPMENT SHALL MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE EFFICIENCY REGULATIONS AS REQUIRED BY 110.1. 110.3 (c) 1 OUTLET TEMPERATURE CONTROLS ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN 167,000 BTU/HR, OUTLETS THAT REQUIRE HIGHER THAN SERVICE WATER TEMPERATURES AS LISTED IN THE ASHRAE HANDBOOK, APPLICATIONS VOLUME, SHALL HAVE SEPARATE REMOTE HEATERS, HEAT EXCHANGERS, OR BOOSTERS TO SUPPLY THE OUTLET WITH THE HIGHER TEMPERATURE. 110.3 (c) 2 CONTROLS FOR HOT WATER DISTRIBUTION SYSTEMS SERVICE HOT WATER SYSTEMS WITH CIRCULATING PUMPS OR WITH ELECTRICAL HEAT TRACE SYSTEMS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE SYSTEM. 110.3 (c) 3 INSULATION UNFIRED WATER HEATER STORAGE TANKS AND BACKUP TANKS FOR SOLAR WATER - HEATING SYSTEMS SHALL HAVE: A. EXTERNAL INSULATION WITH AN INSTALLED R-VALUE >= R-3.5; OR B. INTERNAL AND EXTERNAL INSULATION WITH A COMBINED R-VALUE >= R-16; OR C. THE HEAT LOSS OF THE TANK SURFACE BASED ON AN 80°F WATER-AIR TEMPERATURE DIFFERENCE SHALL BE < 6.5 BTU/HR/FT2. 110.3 (c) 6 ISOLATION VALVES INSTANTANEOUS WATER HEATERS WITH AN INPUT RATING > 6.8KBTU/HR (2KW) SHALL HAVE ISOLATION VALVES ON BOTH COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE-BIBS OR OTHER FITTINGS ONE ACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. 110.8 (a) INSULATION CERTIFICATION INSTALLED INSULATION SHALL BE CERTIFIED BY THE DEPARTMENT OF CONSUMER AFFAIRS PER TITLE 24, PART12, CHAPTERS 12-13, ARTICLE 3" STANDARDS FOR INSULATING MATERIAL." 110.8 (b) UREA FORMALDEHYDE INSULATION UREA FORMALDEHYDE INSULATION SHALL NOT BE INSTALLED UNLESS IN EXTERIOR SIDE WALLS WITH A FOUR-MIL-THICK PLASTIC POLYETHYLENE VAPOR RETARDER OR EQUIVALENT PLASTIC SHEATHING VAPOR RETARDER IS INSTALLED BETWEEN THE UREA FORMALDEHYDE FOAM INSULATION AND THE INTERIOR SPACE. 110.8 (c) INSULATING MATERIAL ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAMESPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF THE CALIFORNIA BUILDING CODE. Service Water Heating Mandatory Measures: 2025 CALIFORNIA PLUMBING CODE (CPC)PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2025 CALIFORNIA ADMINISTRATIVE CODE (CAC)PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2025 CALIFORNIA BUILDING CODE (CBC)PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2025 CALIFORNIA ENERGY CODE (CEC)PART 6, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2025 CALIFORNIA FIRE CODE (CFC)PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2025 CALIFORNIA GREEN BUILDING CODE (CGBC)PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) LOCAL COUNTY ENVIRONMENTAL HEALTH LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 0 9 P M P-001 PLUMBING COVER SHEET 2510 Au t h o r PIPE MATERIAL SCHEDULE PLUMBING GENERAL NOTES PLUMBING LEGENDPIPING SIZING SCHEDULE ANCHORAGE AND CORING WATER PIPE SIZING CALCULATION PIPING MATERIAL NOTES FIXTURE FLOW REQUIREMENT REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 PLUMBING SCOPE OF WORK SHEET # SHEET NAME 5 - PLUMBING P-001 PLUMBING COVER SHEET P-200 PLUMBING PLANS P-500 PLUMBING DETAILS P-700 PLUMBING CUTSHEETS P-701 PLUMBING CUTSHEETS P-800 TITLE 24 COMPLIANCE TOTAL: 6 2APPLICABLE PLUMBING CODE 3 4 1/2" Ø 1/2" Ø 1/2" Ø 3/4" Ø 3/4" Ø 1/2" Ø 1/2" Ø FLOOR DRAIN, TYP. SEE DETAIL /4 P-500 FLOOR SINK, TYP. SEE DETAIL /3 P-500 3/4" Ø DRAIN IN MOP SINK 1/2"Ø P1 (E) UTILITY METER, SEE PHOTO ON P-200 (E) BOLLARD TO REMAIN 3 4 3/4"Ø 3/4" Ø CW SEE MECHANICAL FOR CUTSHEET INFORMATION 8 P-500 2 P-500 8 P-500 5 P-500 WALL CLEANOUT 1 2 3 4 5 6 10 8 1410 9 (E) 3" WATER P.O.C. 1/2"Ø 3/8"Ø TP ICE 0.5FU FD 2.5FU FD 2.5FU DW 4FU LAV 2FU HS 2FU HS 2FU MOP 2FU REF 0.5FU SNK 2.5FU SNK 2.5FU WC 5FU 1/2"Ø 1/2"Ø TANKLESS WATER HEATER IN ROOF WELL ABOVE - SEE P-700 FOR SPECIFICATIONS (E) KITCHEN DRAIN LINE2"Ø 4"Ø (E) DRAIN LINE. CONNECT TO GGI -V.I.F. 2"Ø (E) 3" SEWER LINE -V.I.F. REF 0.5FU 11 CONDENSATION FROM WATER HEATER TO DRIP INTO DRAINAGE LINE OF THE MOP SINK BENEATH CHECK VALVE 12 1 1 1 FS 2.5FU FS 2.5FU SEE ARCHITECTURAL FOR THE ROOF WELL 7 13 F C/O INDIRECT CONDENSATION DRAIN FOR 9 INDIRECT CONDENSATION DRAIN FOR 2 INDIRECT CONDENSATION DRAIN FOR 11 INDIRECT CONDENSATION DRAIN FOR 3 FS 2.5FU FS 2.5FU 1. FOR NEW POST INSTALLED ANCHORAGE (E.G. MECHANICAL OR CHEMICAL ANCHORAGES, ETC.) INTO EXISTING CONCRETE, FULLY OR PARTIALLY GROUTED CONCRETE MASONRY UNIT, ETC., LOCATE AND IDENTIFY ALL EXISTING REINFORCING, PT TENDONS, EMBEDDED CONDUITS, ETC., WITHIN THE AREA OF THE NEW ANCHORAGE VIA NON-DESTRUCTIVE METHODS (E.G. GROUND PENETRATING RADAR (GPR), X-RAY, ETC.), PRIOR TO POST INSTALLATION IN ORDER TO ENSURE THAT THE NEW ANCHORAGE DOES NOT CUT, DAMAGE, CHIP, OR ADVERSELY IMPACT THE INTEGRITY OF THE EXISTING STRUCTURAL AND NON-STRUCTURAL ELEMENTS AND COMPONENTS. AS-BUILT DRAWINGS CAN BE PROVIDED UPON REQUEST. 2. NO CORING OF ANY KIND THROUGH EXISTING STRUCTURAL AND NON-STRUCTURAL ELEMENTS AND COMPONENTS (E.G. SLABS, BEAMS, COLUMNS, WALLS, ETC.) SHALL OCCUR WITHOUT APPROVAL FROM SEOR. FOR ALL CORED PENETRATIONS THAT ARE APPROVED BY SEOR, THESE CORING LOCATIONS MUST BE CLEARLY IDENTIFIED ON THE DRAWINGS AND MARKED IN THE FIELD DURING CONSTRUCTION WITH DIMENSIONS, SIZE, ETC. LOCATE AND IDENTIFY ALL EXISTING REINFORCING, PT TENDONS, EMBEDDED CONDUITS, ETC., WITHIN THE AREA OF THE CORED PENETRATIONS VIA NON-DESTRUCTIVE METHODS, (E.G. X-RAY, ETC.) AT ANY STRUCTURAL AND NON-STRUCTURAL ELEMENT AND COMPONENT IN ORDER TO AVOID CUTTING, DAMAGING, CHIPPING, OR ADVERSELY IMPACTING THE INTEGRITY OF THESE EXISTING ELEMENTS AND COMPONENTS. AS-BUILT DRAWINGS CAN BE PROVIDED UPON REQUEST. 3. ALL POST-INSTALLED ANCHORAGE, FASTENERS, ETC. REQUIRED FOR ATTACHING AND/OR SECURING BOTH STRUCTURAL AND NON-STRUCTURE ELEMENTS AND COMPONENTS SHALL HAVE A CURRENT AND VALID PRODUCT TESTING AND ACCEPTANCE DOCUMENT THAT VERIFIES ITS APPLICABLE USE AND COMPLIANCE WITH THE APPROPRIATE GOVERNING CODES FOR THE PROJECT (E.G. ICC-ESR, IAPMO, LARR, ECT.) 4. FOR UNIQUE SITUATIONS WHERE THE ABOVE CANNOT BE ACHIEVED, THOSE CONDITIONS MUST BE BROUGHT UP TO THE OWNER AND SEOR ENGINEERING FOR FURTHER EVALUATION AND ASSESSMENT. HWR (E)W SOV IN YB S OR W S OR W ABBREVIATION POC COTG GC CV SOV COYB WCO (E) G G HWR (E) G G FCO HW CD CW CD V SYMBOL POINT OF CONNECTION CLEANOUT TO GRADE WALL CLEANOUT CLEANOUT IN YARDBOX SHUT-OFF VALVE IN YARD BOX CHECK VALVE SHUT-OFF VALVE GAS COCK HOT WATER RETURN GAS (LOW PRESSURE) EXISTING GAS HOT WATER FLOOR CLEANOUT EXISTING SOIL OR WASTE SANITARY VENT COLD WATER CONDENSATE DRAIN SOIL OR WASTE (BELOW GRADE) DESCRIPTION SOIL OR WASTE (ABOVE GRADE) (E) CW (E) CW EXISTING COLD WATER (E) HW (E) HW EXISTING HOT WATER (E) HWR (E) HWR EXISTING HOT WATER RETURN (E) CD (E) CD EXISTING CONDENSATE DRAIN (E) V (E) V EXISTING VENT (E) W (E) W EXISTING WASTE POD POINT OF DISCONNECT UP UP PIPING DOWN DOWN PIPING WHA WATER HAMMER ARESTOR TP TRAP PRIMER EQ #QTY EQUIPMENT NAME EXISTING / NEW DESCRIPTION WASTE PLUMBING HOT WATER COLD WATER GAS FURNISH /INSTALL 1 2 3 4 5 1 1 1 1 1 6 1 7 1 8 1 REFRIGERANT / BTUS 3-BAY HAND AND DISHWASHING SINK NEW NEWFREESTANDING ICE MAKER AND BIN JANITOR MOP SINK DIRECT AND INDIRECT OMCAN #43789 3 COMPARTMENT STAINLESS STEEL COMMERCIAL SINK ICE-O-MATIC ICEU220K NEWCOMBINATION GAS RANGE DCR60-6B24GM DUKERS COMBINATION 6 BURNER AND GRIDDLE TOP 33,000 BTU NEWREFRIGERATED S/W PREP TABLE REFRIGERATION X, XST-48-18-N R290 REFRIGERANT; 3,400 BTU NEWFRYER W/ THREE TUBE BURNER THREE TUBE BURNER DCF3-NG NEW2 DOOR FULL HEIGHT REFRIGERATOR MIGALI C-2FB-HC R290 REFRIGERANT 90,000 BTU NEWGAS PASTA COOKER 48000 (CE-CN-0022-NG)70,000 BTU; 1/2" GAS CONNECTION NEWWALK IN REFRIGERATOR AMERIKOOLER SELF-CONTAINED REFRIGERATION NEWSTOCK POT STOVE MIGALI C-SPS-1-18 COMPETITOR SERIES STOCK POT STOVE - 2 BURNER 80,000 BTU; 3/4" GAS CONNECTION YES YES YES YES YES YES YES 9 1 10 2 SEE SPECS YES NEW STEELTON 24" X 24" X 12" 18 GAUGE 304 STAINLESS STEEL ONE COMPARTMENT FLOOR MOP SINK OFCI OFCI OFCI OFCI OFCI OFCI OFCI OFCI OFCI OFCI REGENCY 49 1/2" 16 GA STAINLESS STEEL ONE COMPARTMENT COMMERCIAL SINK WITH SS LEGS1 NEWFOOD PREP SINK YES YES- - OFCI - -- YES - --- - -- YES - -- - - - -- - - - - -- -- - -- - -- 11 12 SOLVENTUM 5624704 DETAILSNEWWATER FILTRATION SYSTEM1 OFCI 13 1 NEWFREEZER 2 DOOR W/ PREP TABLE MIGALI C-U48F-HC R290 REFRIGERANT; 2,080 BTU 2 OFCI 14 -- YES- -- - OFCI - - - - - - NEW 3/4″ WATER IN/OUT STANDARD.NAVIEN NPE-240A2 / S2, 199,900 BTU/HR INDIRECTTANKLESS HOT WATER HEATER PLUMBING FIXTURE WASTE (DRAIN)WATER QTY.FU HAND SINK MOP SINK 3 COMPARTMENT SINK PREP SINK TOTAL 2 2 4 WATER LINE: WASTE LINE: FU TOTAL FU (GPM) PER TABLE A103.1. 702.1, CHART A 103.1(2) 1 2 2 23.5 1 2.5 2.5 1 2.5 2.5 (E) 1-1/4" CW BRANCH PER TENANT SPACE (E) 4" WASTE TO PLAZA SEWER LATERAL ICE MAKER REFRIGERATOR LAVATORY HOT WATER DEMAND:PROVIDE A COMMERCIAL HOT WATER SYSTEM CONSISTING OF A TWO TETHERED TANKLESS STORAGE WATER HEATERS (NAVIEN NPE-240A2 UNITS IN CASCADE) SIZED TO MEET FIRST HOUR DEMAND FOR A 23.5 FIXTURE UNIT RESTAURANT TO HANDLE CONTINUOUS FLOW AND HIGH TEMPERATURE RISE REQUIREMENTS. SYSTEM SHALL INCLUDE MIXING VALVE, RECIRCULATION PUMP, AND CONTROLS TO MAINTAIN SETPOINT AND PREVENT SCALDING AT FIXTURES. SELECTED EQUIPMENT SIZING CALCULATIONS BASED ON LOCAL PLUMBING CODE AND ANTICIPATED SIMULTANEOUS DEMANDS. ONE INDIVIDUAL UNIT CAN PROCESS 11.2 GALLONS PER MINUTE. SEE P-700 FOR WATER HEATER SPECIFICATIONS 1 2 11 WATER CLOSET 1 1 TOTAL FU (GPM) 0.5 0.5 2 5 0.5 1 2 5 DISHWASHER 1 4 4 2 2 2.5 2.5 0.5 0.5 2 5 4 2.5 4 2 23.5 2.5 2.5 0.5 1 2 5 4 1 DUKERS DCR60-6B24GM COMBO GAS RANGE DUKERS DCF3-NG DEEP FRYER EQUIPMENT EQUIP. CONNECTION SIZE MAX. TEMP GAS INPUT (CFH) TOTAL (CFH) NAVIEN NPE-240A2 TANKLESS WATER HEATER GAS SUPPLY SYSTEM PER CPC TABLE 1215.2 TOTAL GAS MAX. CAPACITY OF (E) 2Ø AT LOW PRESSURE PROVIDED: 575-CFH MIN. GAS PIPE SIZE PER CPC TABLE 1215.2:2Ø AT 900-CFH MAX. PROVIDE GAS LINE SIZE:(1) 2"Ø = 2"Ø 500°F 1 - 1/2"Ø 3/4"Ø 300 90 200 300 90 400 370 NOTES:CONNECTION SIZE SHOWN IN THIS TABLE IS NOT NECESSARILY THE BRANCH PIPE SIZE TO EQUIPMENT. SEE NATURAL GAS PIPING PLAN FOR PIPE SIZE. GAS PIPE SIZING 3/4"Ø 2 250 3/4"Ø 1 120 3/4"Ø WOK RANGE DUKERS DCSPA1 STOCK POT RANGE OMCAN CE-CN-0022-NG PASTA COOKER QTY. 1 1 2 1 2 703/4"Ø 210°F 701 240 TOTAL BTU/HR: TOTAL CFH NATURAL GAS: 899,900 BTU/HR MAX. 900 CFH MAX. WASTE AND WATER FIXTURE UNIT CALC GAS DEMAND CALCULATION LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 1 1 P M P-200 PLUMBING PLANS 2510 Au t h o r 1/4" = 1'-0"GAS LINE - FLOOR PLAN 2 1/4" = 1'-0"PLUMBING FLOOR PLAN 1 ANCHORAGE AND CORING PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 03/09/2026 (E) CONCRETE, SLAB ON GRADE #4 X 24" LG. @16" O.C. CONCRETE SLAB ON GRADE TO MATCHING EXISTING SUBGRADE HILTI HIT RE 500 V3 TYP. (ICC ESR-3814) EQ E Q SAW CUT WIDTH0' - 4"0' - 4" #4 @ 26" O.C. EACH WAY CONDENSATE DRAINS FROM FOOD STOREROOMS, WALK-IN FREEZERS AND COOLERS, AND REFRIGERATED EQUIPMENT SHALL HAVE INDIRECT WASTE PIPING TERMINATING OVER FLOOR SINK WITH P-TRAP AND A MINIMUM OF 1 INCH AIR GAP. RAISED CURB (OPTIONAL) FINISHED FLOOR - SEE FINISH PLANS CONCRETE SLAB FLOOR SINK P-TRAP DRAIN PIPERAISED CURB (OPTIONAL) 1" M I N . 12"2"2" 2" 6" 12 " STAINLESS STEEL CLAMP AND SCREW (E) OR (N) PIPE PENETRATION, REFER TO PLUMBING DRAWINGS SINGLE PLY CAULKING SLOP TO SHED WATER SINGLE PLY SEALING MASTIC SEAL TO PENETRATION WITH COMPATIBLE MASTIC ALL AROUND 12 " T Y P . FASTENED COVER OVER BITUMEN UNDER LAYER SINGLE PLY ROOF MEMBRANE ADHERED WITH MEMBRANE BOND ADHESIVE STRETCH SINGLE PLY ROOF MEMBRANE WITH 1" MIN. TURN-UP THERMOPLASTIC STORM COLLAR COUNTER FLASHING, SECURE WITH SS CLAMP AND SEAL TOP EDGE MI N . 4" COMPATIBLE SEALANT OR WATER CUT-OFF MASTIC SINGLE PLY ROOF SYSTEM (E) PLYWOOD DECK TO REMAIN, PROTECT IN PLACE (E) ROOF SHINGLE (E) INSULATION FASTENER AND PLATE AT 12" O.C. MAX. 24" MIN. 24" MIN. FAUCET WITH VACUUM BREAKER HOT WATER COLD WATER BACKFLOW PREVENTER PROVIDE COVE BASE AT TILE FLOOR AS OCCURS PER /2 A-500 1 PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN 1". SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE. DISCHARGE INTO CENTER HOLE OF GRATE OF FLOOR SINK WITH AIR GAP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER. MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CONNECTION, MINIMUM 3/4". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. PROVIDE TRAP AND 6" HIGH PIPE VENT OPEN TO ATMOSPHERE WHEN DRAIN LINE IS LONGER THAN 5' (IAPMO) OR 2' (BOCA). MAKE CONNECTION TO EQUIPMENT AS REQUIRED. I W DRIP LINES TO SIT 6" MIN. ABOVE OFF THE FLOOR AND 1/2" AWAY FROM WALLS AND NOT CROSS ANY AISLE, TRAFFIC AREA, OR DOOR OPENING. LIQUID WASTE DRAIN LINES SHALL NOT PASS THROUGH AN ICE MACHINE OR ICE STORAGE BIN. PROVIDE 3/4" ROUGH-IN AND PROVIDE FULL PORT BALL SHUT-OFF VALVE 3/4" COLD WATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN INSTALL WATER FILTERS PER MANUFACTURERS INSTRUCTIONS. FINISHED FLOOR PER ARCHITECTURAL ICE BIN CUBER (OPTIONAL. SEE CUTSHEETS AND SPECIFICATIONS FOR SELECTED MODEL ADAPTERS AND SOFT COPPER TUBES. SIZE OF CONNECTION TO (2) CUBER WATER INLETS. CONNECT TO CUBERS AND ICE BIN DRAIN OUTLETS INDIRECT CONDENSATE DRAIN LINE. REFER TO FLOOR SINK DETAIL FOR INFORMATION FLOOR SINK PER PLUMBING PLANSNOTES: PROVIDE A FLOOR SINK AT SIDE EDGE OF ICE MACHINE, WHERE ACCESSIBLE FOR CLEANING - CANNOT BE PLACED DIRECTLY UNDERNEATH EQUIPMENT. PROVIDE COLD WATER ROUGH-INSAT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT CONDITIONS. VERIFY CONNECTION TYPES PRIOR TO INSTALLATION WITH MANUFACTURER. 3/4" C/O FLOOR DRAIN PER DETAIL 1 1/2" VENT 3" SEWER 3" SEWER FINISHED WALL VENT TO ROOF COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN 2" V E N T NOTE: VENT NOT ALLOWED TO BE TIED TOGETHER UNTIL 6" ABOVE FLOOR LEVEL RIM. 6" M I N . /4 P-500 NOTE* USE OF DRAIN WITH 6" MINIMUM DEPTH PREVENTS CONCRETE FROM SURROUNDING WASTE CONNECTION WHEN INSTALLED ON GRADE AND MAKES FORMING EASIER ABOVE GRADE. RUBBER SEALANT WATERTIGHT APPLICATION 6" CONCRETE SLAB FINISHED FLOOR - SEE FINISH PLANS ANCHOR BOLT, WASHER AND NUT ANCHOR CLIP SECURELY FASTENED TO DRAIN BODY INTO CONCRETE SQUARE GRATE RAISED RIM 1/2" DEEP SQUARE FLANGE 5/ 8 " CONCRETE FLOOR SLAB FINISHED GRADE CUT OFF PERRULE AND SCREW PLUG PLUG WHERE C.O. OCCURS AT END OF LINE CONCRETE BLOCK FLUSH WITH FLOOR SOFT-COLD WATER SUPPLY TO WATER HEATER PIPE UNION, MAKE DIELECTRIC IF DISSIMILAR METALS WELDED STEEL EXPANSION TANK WITH POLYPRO- PYLENE LINING BUTYL DIAPHRAGM AIR CHANGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPE HANGER NEXT TO PIPE TEE SHUT-OFF VALVE WATTS NO. 530 1/2" CALIBRATED PRESSURE RELIEF VALVE SET AT 100 PSI HARD COPPER RELIEF VALVE INDIRECTLY DISCHARGE TO FLOOR MOP SINK AT 2" ABOVE FLOOD RIM. UNIT SHALL USE FDA APPROVED COMMERCIAL WATER FOR PUBLIC USE. PIPING ARRANGEMENTS ARE SHOWN AS A DIAGRAM, ADJUST TO SPECIFIC FIELD CONDITIONS. VERIFY PIPE SIZES MATCH TANK FITTINGS, FOLLOW MANUFACTURERS INSTRUCTIONS FOR INSTALLATION PROCEDURE. 1 1/2" SOFT WATER FROM FILTER ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE W ELDED FITTINGS AND JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIREMENTS IN NFPA 54 AND LOCAL CODES AND JURISDICTION. GAS SYSTEMS TO BE TEST PRESSURE OF NO LESS THAN 1.5 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE (3 PSIG MIN.) FOR A DURATION OF NO LESS THAN 1 HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. SEE NFPA 54 FOR FURTHER TESTING REQUIREMENTS. ROOF CEILING EXHAUST HOOD SEE MECHANICAL FLEXIBLE APPLIANCE CONNECTOR. STUB OUT WITH MANUAL VALVE AND CAULK AROUND GAS PIPE WATERTIGHT FLOOR LINE SIZE MANUAL GAS VALVE (TYP.) LINE SIZE AUTOMATIC VALVE FOR EMERGENCY SHUT-OFF. WIRE TO HOOD CONTROL PANEL. TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR G LOCATE FLOOR DRAIN/FLOOR SINK WHERE SHOWN ON DIMENSIONED ARCHITECTURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR SLAB, SET DRAIN IN PLACE AND POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL IT, SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF FLOOR SINK 1/2”BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DO NOT RECESS TOP OF FLOOR DRAIN. IF SITUATION IS FLOOR NOT ON GRADE, REFER TO “FLOOR PENETRATION”DETAIL FOR VENTS. PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR DRAIN/SINK IS MORE THAN 5’A 2”WASTE OR 6’ON A 3”WASTE FROM THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. PROVIDE TRAP PRIMER IF REQUIRED BY LOCAL AUTHORITIES. MAXIMUM 15’WHERE ENLARGED WASTE LINE IS USED AS A COMBINATION WASTE AND VENT SYSTEM. MEMBRANE CLAMPING COLLAR AND SEEPAGE PAN MAXIMUM TAILPIECE LENGTH IS 2 FEET. SLOPE WASTE AT 2% MIN. TYP. MAXIMUM 5’ON 2” WASTE OR 6’ON 3”. TRAP CONCRETE SLAB ON GRADE OTHERWISE DEEP- SEAL P-TRAP. CONCRETE SLAB ON GRADE ORIENTATION OF SINK MAY VARY PER MANUFACTURER SINK BOWL CONFIRGURATION MAY VARY PER MANUFACTURER THE POT SINK WITH A F/D, THE FIXTURE SHALL BE CONNECTED ON THE SEWER SIDE OF THE FLOOR DRAIN TRAP PER CPC SECTION 704.3 3"2"2" 2" 2" TRAP 6" F.S. 1 1/2" 1 1/2" 1 1/2" 2 1/2" CO 2" VTR TRAP PRIMER INLET FINISHED FLOOR 30" MAX.30" MAX. 2" INDIRECT DRAIN LINE PER /13 P-500 1 24" DIA. CAST IRON FRAME AND COVER GASKET COMPACTED FILL OR UNDISTURBED EARTH AS REQUIRED ELEVATION SECTION PLAN VIEW COVERS AND RISERS REMOVED CONNECTOR SHOWN WITH PIPE INSTALLED INSIDE OUTSIDE PIPE CONNECTOR CAST INTEGRALLY IN WALL PIPE 0.0. INCHES 4.25" MINIMUM TO 6.25" MAXIMUM SEE Z-LOCK PIPE CONNECTOR PAGE FOR ADDITIONAL INFORMATION 2432-03 RISER-3" 2432-06 RISER-6" 2432-12 RISER-12" 24" DIA. SAMPLE BOX WITH PIPE CONNECTOR MODEL 2432Z-1 STRAIGHT THROUGH CONNECTORDIA. 32". 36 . 5 " M I N . VA R I A B L E . 32 " VARIABLE PIPE CONNECTOR (Z-LOCK) 12 " DIA. 2' - 0" 17 " SAMPLE BOX WEIGHT: 1,250 LBS. BOX DESIGN LOAD: H-20 TRAFFIC SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. WALL: FLOOR LEVEL GAS SUPPLY EQUIPMENT: REAR LOW INLET CONNECTION RECOMMENDATION: SINGLE SWIVEL KIT INSTALLATION EG, DORMANT MODEL #1675-SKIT48 FLEXIBLE GAS LINE WITH KEEPER CHAIN SEDIMENT TRAP GAS CONNECT EQUIPMENT PER PLANS 4" MIN. W/LOCKING CASTERS UNDERNEATH PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG. TAPERED THREAD WITH JOINT COMPOUND WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GA. STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE SLAB ON GRADE REFER TO PLUMBING FIXTURE SCHEDULE FOR FURTHER INFORMATION. COLUMN OR PARTITION PER FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. PROVIDE WCO AT BASE OF ALL RAIN-LEADER DOWNSPOUTS. PROVIDE WCO WITH A FLOOR CLEANOUT. LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS BTU_OUT = GPM × 500 × ΔT GPM AT 50 DEG = BTU_OUT / (500 × 50) NPE-210A2 PUBLISHED: 10.1 GPM @ 35°F. 10.1 × 500 = 5,050. 5,050 × 35 = 176,750 BTU/HR. GPM AT 50°F = 176,750 ÷ 25,000 = 7.07 GPM. TWO NPE-210A2 (CASCADE): 7.07 × 2 = 14.14 GPM. TANKLESS WATER HEATER #1 TANKLESS WATER HEATER #2 PRESSURE RELEASE VALVE UNIONS BALL VALVES UNIONS BALL VALVES GAS SUPPLY COLD WATER INLET UNION BALL VALVE RECIRCULATION PUMP CHECK VALVE HOT WATER OUTLETS TO FIXTURES SMALL ELECTRIC WATER HEATER UNION BALL VALVE PRESSURE RELEASE VALVE EXPANSION TANK 1" = 1'-0"TYP. FLOOR SAWCUT DETAIL 16 1" = 1'-0"TYP. FLOOR SINK 15 1 1/2" = 1'-0"PIPE FLASHING DETAIL 14 1" = 1'-0"MOP SINK DETAIL 5 1" = 1'-0"INDIRECT DRAIN DETAIL 13 1/4" = 1'-0"ICE MACHINE WALL CONNECTION 8 1" = 1'-0"FLOOR DRAIN VENT CONNECT DETAIL 12 1" = 1'-0"FLOOR DRAIN DETAIL, TYP.4 1" = 1'-0"FLOOR CLEANOUT DETAIL TYP.11 1" = 1'-0"EXPANSION TANK PIPE DETAIL 10 1 1/2" = 1'-0"COOKING APPLIANCE GAS DETAIL 9 1" = 1'-0"FLOOR SINK DRAIN DETAIL 3 1/4" = 1'-0"3 COMPARTMENT SINK LINE 2 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 1 2 P M P-500 PLUMBING DETAILS 2510 Au t h o r 1/2" = 1'-0"MULTI WATER HEATER TETHER DIAGRAM 001/4" = 1'-0"SAMPLE BOX DIAGRAM 1 1 1/2" = 1'-0"GAS QUICK DISCONNECT DETAIL 61/4" = 1'-0"WALL CLEANOUT DETAIL, TYP.7 REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 03/09/2026 LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 1 2 P M P-700 PLUMBING CUTSHEETS 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 1 PLAN RESUBMITTAL 01/16/2026 B HEALTH SUB 2 02/04/2026 C HEALTH SUB 3 02/25/2026 D HEALTH SUB 4 03/06/2026 2 PLAN RESUBMITTAL 03/09/2026 HANDWASHING SINKJANITORIAL FLOOR SINK WATER FILTRATION SYSTEM 1 FOOD PREP SINK ICE MAKER 3 COMPARTMENT SINK LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 1 3 P M P-701 PLUMBING CUTSHEETS 2510 Au t h o r REV DESCRIPTION DATE C HEALTH SUB 3 02/25/2026 2 PLAN RESUBMITTAL 03/09/2026 PASTA / NOODLE COOKER FAUCET FOR 3 COMPARTMENT SINK 2 DOOR WORKTOP REFRIGERATOR FULL HEIGHT 2 DOOR REFRIGERATOR DEEP FRYER 2 DOOR WORKTOP FREEZER EMPLOYEE HANDWASHING SINK LICENSED A RCHITECT SAMUEL PIPER C-39936 RENEWAL DATE STATE OF C A LIFORNIA12/31/27 17595 HARVARD AVE, SUITE C IRVINE, CA. 92614 TEL: 707.815.6742 PROJECT NO. DRAWN BY CHECKED BY APPROVED BY PROJECT IDENTIFICATION THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SANDPIPER ARCHITECTURE AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT. STAMP STAMP ARCHITECT ON RECORD CLIENT SHEET TITLE SHEET NUMBER APPROVAL PL O T D A T E : U S E R : 128 W MACARTHUR BLVD, SANTA ANA, CA 92707 THE NOODLE LOFT ISSUE SP SP SANDPIPER ARCHITECTURE 3/ 9 / 2 0 2 6 4 : 2 5 : 1 4 P M P-800 TITLE 24 COMPLIANCE 2510 Au t h o r REV DESCRIPTION DATE A UPLOAD 12/02/2026 B HEALTH SUB 2 02/04/2026 2 PLAN RESUBMITTAL 03/09/2026 128 W MacArthur BlvdSanta Ana, CA 92707