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HomeMy WebLinkAbout1700 E Dyer Rd - Plan2022 CALIFORNIA BUILDING CODE CH. 11B, CH. 15.04 2022 CALIFORNIA ENERGY CODE, CH. 15.14 2022 CALIFORNIA ELECTRICAL CODE, CH. 15.06 2022 CALIFORNIA MECHANICAL CODE, CH. 15.07 2022 CALIFORNIA BULDING CODE, CH. 15.04 2022 CALIFORNIA PLUMBING CODE, CH. 15.08 ENERGY PLUMBING ELECTRICAL MECHANICAL BUILDING ACCESSIBILITY AS AMENDED WITH ALL CALIFORNIA LOCAL CODES 2022 CALIFORNIA EXISTING BUILDING CODEEXISTING BUILDING 2022 CALIFORNIA GREEN BUILDING STANDARDS, CH. 15.11GREEN BUILDING PROJECT LOCATION APN/PARCEL ID: 43017205 MINOR INTERIOR TENANT IMPROVEMENT FOR AN EXISTING 7 ELEVEN SPACE. SCOPE LIMITED TO EQUIPMENT REPLACEMENT.C5 - ARTERIAL COMMERCIALZONING CLASSIFICATION: BUILDING HEIGHT: 3,310 SQ FT - NO CHANGE EXISTING ONE STORY - NO CHANGE II-BCONSTRUCTION TYPE: MERCANTILE - NO CHANGEOCCUPANCY CLASSIFICATION: INTERIOR NET AREA: FIRE ALARM: YES - EXISTING SPRINKLER SYSTEM: NO NOTE: OCCUPANT LOAD AND PATH OF EGRESS NOT AFFECTED BY THE PROPOSED SCOPE OF WORK. SCOPE RELATED TO EQUIPMENT ONLY. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM T1-001 TITLE SHEET 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status NO SHEET NAME 20 2 5 / 0 1 / 2 8 - B L D G C O M M E N T S 20 2 5 / 0 6 / 2 6 - E L E C T R I C A L R E V I S I O N S 20 2 5 / 1 1 / 0 5 - B L D G & E L E C T R I C A L 00-TITLE T1-001 TITLE SHEET ●●● 01-GENERAL G1-002 GENERAL REQUIREMENTS & ANNOTATION SYMBOLS ●●● G1-003 GENERAL NOTES ●●● G1-100 ACCESSIBILITY DETAILS ●●● G1-101 ACCESSIBILITY DETAILS ●●● 02-DEMOLITION AD1-01 DEMOLITION PLAN ●●● 03-ARCHITECTURE A0-01 ARCHITECTURAL SITE PLAN ● A2-01 FLOOR PLAN ●●● A5-01 INTERIOR ELEVATIONS ● 04-ELECTRICAL E000 ELECTRICAL TITLE SHEET ●●● E001 ELECTRICAL SPECIFICATIONS ●●● E002 ELECTRICAL SPECIFICATIONS ●●● E003 LEVEL 1 POWER PLAN ●●● CLIENT: FM GROUP INC 10810 N. TATUM BLVD., SUITE 102-1041 PHOENIX, ARIZONA 85028 (P) 206.681.5879 CONTACT: AUSTIN BURMER ARCHITECT / DESIGN: DXU, LLC 149 STANDARD ST. EL SEGUNDO, CA 90245 (P) 815.263.4104 CONTACT: KAYLEE KAUFMAN HEALTH DEPARTMENT: ORANGE COUNTY HEALTH CARE AGENCY 1241 E. DYER RD., STE 120 SANTA ANA, CA 92705 (P) 714.433.6000 PROJECT CONTACTS DRAWING INDEX APPLICABLE CODES PROXIMITY MAP BUILDING DEPARTMENT: CITY OF SANTA ANA BUILDING SAFETY DIVISION SANTA ANA CITY HALL 20 CIVIC CENTER PLAZA SANTA ANA, CA 92701 (P) 714.647.5400 CODE MATRIX SCOPE OF WORK 11/15/2024 CLIENT REVISION 2 11/05/2025 BLDG & ELECTRICAL COMMENTS 2 2 GA GALV GEN GL GND GNK GPL GR GT GWB GYP HB HC HDWD HDWR HM HO HORIZ HP HR HT HTG HW HYD JC JT KD KO KIT KS LAM LAV LB(S) LG LL LKR LP LT LWT M MAINT MAS MATL MAX. MCB M.E. MECH MEMB MTL MEZZ MFR MH MIN MISC ML MLP MM MO MOV MS MTD MTG MUL N NC N.I.C. NO. NOM NTS OA OC OD OFF OH OPNG OPP PA PC PHS PL P-LAM PLAS PLBG PLUMB PLWD PMF PNL POL PR PREP PROP. PT PTN PTS QT R R/W RAD RB RC RD REC REF REFR REINF REQD RESIL REV RFG RM RMV RO riser right-of-way radius rubber reinforced concrete roof drain recessed reference refrigerator reinforced required resilient revision roofing room remove rough opening S SAFB SAV SAN SC SCHED SD SECT SF SGT SHR SHT SIM SK SMS SP SPEC SQ SSK SST STA STC STD STER STL STOR STRUCT SURG SUSP SWBO South sound attenuation fire batt insulation stain & varnish sanitary solid core schedule soap dispenser section square foot (feet) structural glazed tile shower sheet similar sink sheet metal screw standpipe specification square service sink stainless steel station sound transmission class standard sterilizer steel storage structural surgical suspended switch board T T/ T&B T&G TEL TEMP TER THK TL TOIL TOPO. TV TYP TRT-WD tread top of top & bottom tongue & groove telephone tempered terrazzo thick task light toilet topography television typical treated wood UNEX UNF UNO UON UR UTIL unexcavated unfinished unless noted otherwise unless otherwise noted urinal utility VAC VTR VERT VEST V.I.F. VOL VT vacuum vent thru roof vertical vestibule verify in field volume vinyl tile W W/ W/O WC WD WF WGL WH WHC WHT WI WIN. WND WM WP WPFG WSCT WT WWF West with without water closet wood wide flange wire glass water heater wheelchair white wrought iron window window wire mesh work point waterproofing wainscot weight welded wire fabric YD yard IAW ID IN INCAN INCL INSUL INTR INV ELB/ BB BD BITUM BLDG BLKG BM B.M. BR BRG BSMT BTB BUR CEM CJ CL CLG CLO CM CMU CO COL CONC CONF CONSTR CONT CONTR COORD CORR CRT CTJ CTR CTSK CCTV CU CW CPT DAR DBL DEG DEMO DEPT DET DIA DIAG DIFF DIM DISP DIV DN DO DPFG DR DS DW DWG DWT E EA EL ELAS ELECTR ELEV EMER ENCL ED EPNL EXIST EXT F/ FA FBR FC FCO FD FDN FE FEC FFL FH FHMS FHR FHWS FIN FLR FLUOR FRTW FRPRF FT FTF FTG FTR FURN FURR FUT AB ABV ACOUS AD ADH ADJ AFF AGG AL ALUM ALT ANDZ ANN AP APPROX APT ARCH AUTO AVE AWG AT anchor bolt above acoustical area drain adhesive adjustable above finish floor aggregate aluminum aluminum alternate anodized annunciator access panel approximate apartment architectural automatic avenue American wire gauge Acoustical Tile bottom of baseboard board bituminous building blocking beam bench mark bedroom bearing basement back to back built up roofing cement construction joint center line ceiling closet centimeter concrete masonry unit cleanout column concrete conference construction continuous contractor coordinate corridor cathode ray tube control joint center countersunk closed circuit television cubic cold water carpet davit anchor double degree demolish department detail diameter diagonal diffuser dimension dispenser division down ditto damp-proofing door downspout distilled water drawing dumbwaiter East each elevation elastomeric electrical elevator emergency enclosure electric outlet electrical panel existing exterior face of fire alarm face brick foot control floor clean out floor drain foundation fire extinguisher fire extinguisher cabinet finish floor fire hydrant flat head machine screw fire hose rack flat head wood screw finish floor fluorescent fire resistive treated wood fireproof foot (feet) face to face footing fin tube radiation furnish furring future gauge galvanized general glass ground gooseneck gypsum plaster grade grease trap gypsum wallboard gypsum hose bibb hollow core hardwood hardware hollow metal hold open horizontal high point hour height heating hot water hydrant janitor's closet joint in accordance with inside diameter inches incandescent include(d)(ing) insulation interior invert elevation knockdown knockout kitchen knee space laminate(s) lavatory pound(s) length landlord locker low point light lightweight meter maintenance masonry material maximum metal corner bead match existing mechanical membrane metal mezzanine manufacturer manhole minimum miscellaneous metal lath metal lath & plaster millimeter masonry opening movable machine screw mounted mounting mullion North nurse call not in contract number nominal not to scale overall on center outside diameter office overhead opening opposite public address portland cement phillips head screw plate plastic laminate plaster plumbing plumbing plywood premolded filler panel polished pair prepare property paint partition pneumatic tube station quarry tile DO NOT MAKE ANY CUTS TO ANY OF THE BUILDING ELEMENTS WITHOUT VERIFYING WHETHER OR NOT IT IS A STRUCTURAL ELEMENT. THIS INCLUDES ROOF BEAMS, ROOF DECK, MASONRY WALLS AND THE CONCRETE SLAB. IF YOU HAVE ANY QUESTIONS REGARDING THE ABOVE INFORMATION, PLEASE CONTACT THE LANDLORD. LANDLORD CONTACT INFORMATION IS FOUND ON THE COVER SHEET.. THE FOLLOWING IS A LIST OF SOME OF THE LANDLORD'S INSTRUCTIONS TO GENERAL CONTRACTORS AND HIS/HER SUBCONTRACTORS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN LANDLORD'S COMPLETE REQUIREMENTS AND MAKE SURE THAT THE LANDLORD'S POLICIES ARE MET. INSTRUCT ALL SUB-CONTRACTORS THAT ANYTHING THAT NEEDS TO BE ATTACHED ABOVE THE CEILING SHOULD BE ATTACHED TO THE ROOF STRUCTURE, NOT THE DECKING. ALL ROOF PENETRATIONS SHALL BE DONE BY LANDLORDS ROOFING CONTRACTOR TO MAINTAIN WARRANTY. CONTACT THE LANDLORD FOR ANY REQUIREMENTS ON THE START-UP OF LANDLORD PROVIDED ROOFTOP UNITS. VERIFY IF THE LANDLORD IS MONITORING THE FLOW AND TAMPER SWITCHES FOR THE SHELL BUILDING. IF THE SYSTEM IS OPERATIONAL, YOU MUST CONTACT THE LANDLORD PRIOR TO TAKING DOWN THE SYSTEM. ANY FINES CHARGED BY THE FIRE DEPARTMENT FOR FALSE ALARMS WILL BE CHARGED BACK TO THE TENANT'S GENERAL CONTRACTOR. SPECIAL INSPECTORS MUST BE CERTIFIED BY CITY OF SANTA ANA TO PERFORM THE TYPES OF INSPECTIONS REQUIRED. EXISTING FIRE PANEL TO REMAIN IF PRESENT. FIRE CONTRACTOR TO TIE INTO BUILDING SYSTEM OR PROVIDE NEW SYSTEM AS REQ'D BY CITY OF SANTA ANA TO PROVIDE DRAWINGS AND SPECIFICATIONS FOR THE LOCAL MUNICIPALITY.  LANDLORD'S INSTRUCTIONS PURPOSE: ROOF PENETRATIONS: STRUCTURAL ELEMENTS: A/C STARTUP: FIRE SYSTEM MONITORING: (IF REQUIRED) ARCHITECT'S INSTRUCTIONS SUBMITTALS: IF ALTERNATE EQUIPMENT IS PROPOSED DUE TO LEAD TIME, THE ARCHITECT OR ENGINEER MAY REQUEST PAYMENT FROM G.C. FOR REVIEW OF THE SUBMITTAL. GENERAL CONTRACTOR MUST VERIFY LONG LEAD ITEMS AT START OF PROJECT TO AVOID DELAYS & ALTERNATES. AS BUILTS: THE GENERAL CONTRACTOR SHALL RED LINE ALL FIELD CHANGES ON A SET OF PRINTS TO REMAIN ON SITE THROUGHOUT THE CONSTRUCTION OF THE PROJECT. IT IS THE GC'S RESPONSIBILITY TO RECORD ALL FIELD CHANGES AND SUBMIT THE 'AS BUILTS' TO THE OWNER AT TURNOVER. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE REQUIRED FOR THE FOLLOWING: CONCRETE, BOLT IN CONCRETE, REINFORCING STEEL, WELDING, SPECIAL GRADING, EXCAVATION & FILLING, & EIFS SYSTEMS. SPECIAL INSPECTIONS OF SPECIFIC ITEMS ARE TO BE PROVIDED ONLY IF REQUIRED BY LOCAL CODE OR CITY INSPECTORS. SPECIAL INSPECTIONS ARE IN ADDITION TO ALL STANDARD BUILDING INSPECTIONS REQUIRED & ARE NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. ALL WORK REQUIRING SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL AT THE CONTRACTORS EXPENSE. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. LICENSED FABRICATOR REQUIRED FOR STEEL SHAPES. WELDING TO BE DONE BY WELDERS CERTIFIED BY CITY OF SANTA ANA (STRUCTURAL STEEL, REINFORCING STEEL & LIGHT GAUGE STEEL.) FIRE ALARM (IF REQUIRED) SIGNAGE OWNER'S SIGNAGE CONTRACTOR SHALL PREPARE SIGNAGE SHOP DRAWINGS AND SUBMIT TO BUILDING DEPT. & LANDLORD FOR APPROVAL. ALL SIGNAGE IS UNDER SEPARATE PERMIT. 1. 2. 3. 4. 5. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 1. 2.THE GENERAL CONTRACTOR SHALL EMPLOY THE SERVICES OF THE LANDLORD'S, OR ANOTHER LICENSED FIRE ALARM CONTRACTOR TO DESIGN AND INSTALL NEW SYSTEM W/ ALL REQUIRED DEVICES. IF AN AUTOMATIC FIRE SPRINKLER SYSTEM EXISTS WITHIN THE SPACE. THE GENERAL CONTRACTOR SHALL EMPLOY THE SERVICES OF THE LANDLORD'S, OR ANOTHER LICENSED FIRE SPRINKLER CONTRACTOR TO DESIGN AND INSTALL THE NEW SYSTEM TO CONFORM WITH THE NEW ROOM AND CEILING HEIGHTS AS SHOWN IN THESE DRAWINGS. THE SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE SHOP DRAWINGS FOR THE PROPOSED SYSTEM MODIFICATIONS & SUBMIT THESE DRAWINGS TO THE BLDG./FIRE DEPT. & THE ARCHITECT TO GAIN APPROVALS PRIOR TO COMMENCING ANY WORK. PUBLIC AREA HEADS TO BE CONCEALED TYPE W/ BLACK COVERS AT DARK CEILINGS, WHITE AT LIGHT CEILINGS & CHROME IN TOILETS. HEADS IN NON-PUBLIC AREAS ARE TO BE SEMI-RECESSED. INSTALLATION IS TO INCLUDE ALL SITE WORK. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE EXTINGUISHING SYSTEM SHALL BE IN ACCORDANCE WITH CFC SECTION 903. SPRINKLER NOTES EXISTING SPRINKLER SYSTEM TO REMAIN IF PRESENT. SPRINKLER CONTRACTOR TO ADJUST AND/OR ADD HEADS AS REQ'D FOR NEW LAYOUT. S.C. TO PROVIDE DRAWINGS AND CALCS FOR CITY APPROVAL. 1. FIRE SPRINKLERS 2. 3. 1. 2. 3. GENERAL INSTRUCTIONS TYPE I HOOD FIRE EXTINGUISHING SYSTEM THE VENT HOOD SYSTEM SHALL COMPLY WITH NFPA 96 & SHALL BE EQUIPPED WITH A FIRE EXTINGUISHING SYSTEM. THE FUEL SUPPLY TO ALL COOKING EQUIPMENT UNDER THE VENT HOOD SHALL SHUT OFF UPON ACTIVATION OF THE FIRE EXTINGUISHING SYSTEM. THE VENT HOOD FIRE EXTINGUISHING SYSTEM SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM IF PROVIDED. ALL ELECTRICAL OUTLETS UNDER THE HOOD SHALL DE-ACTIVATE UPON ACTIVATION OF THE FIRE EXTINGUISHING SYSTEM. 1.APPROVED AUTOMATIC FIRE-EXTINGUISHING SYSTEMS SHALL BE PROVIDED FOR THE PROTECTION OF COMMERCIAL-TYPE COOKING EQUIPMENT. SEPARATE COMPLETE PLANS FOR THESE SYSTEMS SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 904.2.1, CFC 609.2) 2.FIRE EXTINGUISHERS PROVIDED FOR THE PROTECTION OF COOKING GREASE FIRES SHALL BE OF AN APPROVED TYPE COMPATIBLE WITH THE AUTOMATIC FIRE EXTINGUISHING SYSTEM AGENT IN ACCORDANCE WITH SECTION 904.11.5 WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT (CFC 906.1, 906.4). G.C. COMPLIANCE OWNER'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. GC TO VERIFY THE EXACT LOCATION OF ALL EXISTING LANDLORD FEATURES I.E. METAL BRACE FRAME, STOREFRONT OPENINGS, CORRIDOR ACCESS DOOR, DEMISING WALLS, UTILITY P.O.C., ETC. 1. EXISTING SPRINKLER SYSTEM TO REMAIN. 2. SPRINKLER CONTRACTOR TO ADJUST AND/OR ADD HEADS AS REQ'D FOR NEW LAYOUT. 3. S.C. TO PROVIDE DRAWINGS AND CALCS FOR CITY OF SANTA ANA APPROVAL. SPRINKLER NOTES DRAWING NUMBER DRAWING TITLE DRAWING SCALE SCALE:1/8" = 1'-0"1 NORTH ELEVATION DRAWING TITLE TAG DETAIL TAGS A-101 1 DETAIL NUMBER SHEET NUMBER DETAIL TAGS SHEET NUMBER 1 A-101 DETAIL NUMBER SECTION TAG A-101 1 DETAIL CALLOUT A-101 13 2 4 SHEET DESIGNATION DETAIL NUMBER 1 A-101 INTERIOR ELEVATION TAG EXTERIOR ELEVATION TAG TAG SYMBOLS 101A KEYNOTE TAG INTERIOR DOOR TAG REVISION TAG ELEVATION ITEM T/ STEEL EL. + 96'-6" ELEVATION ELEVATION TAG 1 EQUIPMENT TAG A GLAZING TAG XX FINISH TAG FLOOR FINISH FLOOR FINISH TAG UTILITY 101 ROOM NAME ROOM NUMBER ROOM TAGWALL TYPE TAG DRAWING SYMBOLS COLUMN BUBBLE 0 CENTER LINEBREAK LINE 0 NEW EXISTING A1 XX XX CASEWORK TAG 1i 1i ? A-101 13 2 4 ALUMINUM BRICK CERAMIC TILE CONCRETE CONCRETE BLOCK CONCRETE TILT-UP PANEL EARTH FINISH WOOD GLASS GRAVEL STEEL SAND FILL ROUGH WOOD RIGID INSULATION PLYWOOD PARTICLE BOARD GYPSUM BOARD LOOSE OR BATT INSULATION WATERPROOF MEMBRANE 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM G1-002 GENERAL REQUIREMENTS & ANNOTATION SYMBOLS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status MATERIAL LEGEND ABBREVIATIONS SYMBOL LEGEND 11/15/2024 CLIENT REVISION GENERAL NOTES 1.CONTRACTOR SHALL FIELD VERIFY TYPE OF SOILS. IF CORROSIVE SOILS ARE ENCOUNTERED, TAKE NECESSARY PRECAUTIONS FOR ALL UNDER GROUND WORK. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS FOR CONFLICTS PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS. 3.BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS & SITE. 4.NO STRUCTURE OF ANY KIND TO BE CONSTRUCTED ON, OVER OR PLACED WITHIN THE PUBLIC UTILITY EASEMENTS EXCEPT WOOD, WIRE OR REMOVABLE SECTION TYPE FENCING AND/OR PAVING. 5.CONTRACTOR TO COORDINATE STAGING AREAS AS REQUIRED WITH LANDLORD & OWNER. 6.ANY DAMAGE BY G.C. OR SUBCONTRACTOR TO EXISTING ASPHALT PAVEMENT AND/OR EXISTING LANDSCAPING OUTSIDE OF CONSTRUCTION LIMIT LINE SHALL BE REPAIRED AT NO COST TO OWNER. 7.SIDEWALK ELEVATIONS TO BE COORDINATED WITH SITE AS-BUILT CONDITIONS. ARCHITECT TO BE NOTIFIED OF ANY DISCREPANCIES. 8.G.C. TO COORDINATE LOCATION & PLACEMENT OF GREASE REMOVAL SYSTEM WITH PLUMBING CONTRACTOR. FIELD VERIFY ANY (E) SITE CONDITIONS THAT MAY IMPEDE INSTALLATION AND/OR OPERATION OF SUCH. 9.APPROVED NUMBERS OR ADDRESSES SHALL BE MAINTAINED & AS CURRENTLY PLACED ON BUILDING. 10.NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT IS FIRST OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 11.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD AT FRAMED WALLS & SOFFITS, TYPICAL UNLESS OTHERWISE NOTED. AT MILLWORK LOW WALLS, DIMENSIONS ARE TO FACE OF FINISHED WALL, TYPICAL. 12.CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCE FOR PEDESTRIAN PROTECTION ACCORDING TO LOCAL REGULATIONS & BUILDING CODE. 13.TEMPORARY TOILET FACILITIES SHALL BE PROVIDED. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE SECURITY & SAFETY OF THE SITE WHILE THE JOB IS IN PROGRESS & UNTIL THE JOB IS COMPLETE. 15.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS & WORKERS AT ALL TIMES 16.ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY & WORK AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 17.CONTRACTOR SHALL PROVIDE A LIST OF SUBCONTRACTORS TO THE OWNER. 18.CONTRACTOR SHALL COMPLY WITH ALL STATE & LOCAL RULES & REGULATIONS CONCERNING LICENSING WHICH THE APPLICABLE GOVERNING AUTHORITY MAY HAVE ADOPTED. 19.ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING. EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 20.GENERAL CONTRACTOR SHALL PLACE ORDERS FOR ALL FINISHES, ALL MATERIALS, EQUIPMENT; ETC. AT THE START OF THE PROJECT. SUBSTITUTIONS ARE NOT ACCEPTED FOR ANY ITEMS, UNLESS NOTED OTHERWISE. OWNER & ARCHITECT MUST BE INFORMED OF LEAD TIME PROBLEMS WITHIN THE FIRST TWO WEEKS OF THE PROJECT. 21.PROVIDE VENTILATION FOR KITCHEN & FOOD PREPARATION AREAS PER MECHANICAL DRAWINGS. 22.SIGNS ARE REQUIRED FOR ALL MP&E ROOMS & SPRINKLER CONTROL VALVE ROOMS. 23.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE. 24.AFTER OBTAINING BUILDING PERMIT AND BEFORE COMMENCING WITH THE WORK, THE GENERAL CONTRACTOR SHALL SHOW EVIDENCE OF ALL THE INSURANCE REQUIREMENTS. 25.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS AND LICENSES AND PAY REQUIRED FEES. 26.CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. 27.A COPY OF LANDLORD'S FINAL APPROVED PLANS MUST BE ON SITE DURING CONSTRUCTION. 28.REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, IF ANY. 29.INSPECT SITE: VERIFY FIELD DIMENSIONS BEFORE COMMENCING CONSTRUCTION. NOTIFY TENANT AND LANDLORD IMMEDIATELY IF THERE ARE ANY SIGNIFICANT DISCREPANCIES. 30.WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR, SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC. THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND AS DIRECTED BY THE OWNER. 31.CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND 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 OWNER. 32.THERE SHALL BE NO EXPOSED PIPE, CONDUITS, ETC. IN PUBLIC AREAS, UNO. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED. 33.GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. DISCREPANCIES IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 34.SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE WITH THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUANTITY OF WORK OR MATERIAL SHALL BE ESTIMATED UPON AND UNLESS OTHERWISE ORDERED IN WRITING SHALL BE FURNISHED AND INSTALLED. 35.NO SUBSTITUTIONS ARE PERMITTED UNLESS PRIOR APPROVAL BY THE OWNER. 36.IF ANY DISCREPANCIES APPEAR IN CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF SUCH DISCREPANCIES PRIOR TO BID. 37.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS EQUIPMENT, LIGHT FIXTURES AND ANY OTHER SUCH MATERIAL (S) TO BE UTILIZED ON THE PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING WITHIN 10 DAYS OF THE DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE OWNER THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO THE OWNER, INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED.  38.MECHANICAL CONTRACTORS SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES, IF ANY. 39.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING, COPING AND EXPANSION JOINTS SHALL BE WEATHERPROOF. 40.CAULKING AND SEALANTS: ALL OPEN JOINTS PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER STRIPPED TO LIMIT AIR AND WATER LEAKAGE. 41.USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS CONDUITS, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH THERMAL AND ACOUSTIC INSULATION. 42.ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON-COMBUSTIBLE. 43.EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION ON A DAILY BASIS AND UPON CONCLUSION OF HIS WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH GENERATED BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. 44.SAFETY: ALL CONDUIT, WORK EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK. 45.CONSULT PROPERTY UTILITY PLANS BEFORE SAW CUTTING CONCRETE SLAB, IF ANY. 46.THE ARCHITECT WILL NEITHER HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR, THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RIGHTS AND RESPONSIBILITIES. FIRE DEPARTMENT NOTES 1.CONTRACTOR TO PROVIDE A SUFFICIENT NUMBER OF 2A10BC RATED FIRE EXTINGUISHERS DURING CONSTRUCTION SO THAT ALL PORTIONS OF THE BUILDING ARE WITHIN 75 FT. TRAVEL DISTANCE OF SAID EXTINGUISHER & SO THAT AT LEAST ONE 2A10BC RATED FIRE EXTINGUISHER IS PROVIDED FOR EACH 3,000 SQ. FT. OF FLOOR SPACE OR PORTION THEREOF. 2.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 40-B FOR KITCHEN. LOCATE EXTINGUISHERS PER LOCAL FIRE DEPARTMENT INSPECTOR. 3.PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR DURING CONSTRUCTION & FOR COMPLETED PROJECT. 4.ALL EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL. 5.ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT (NO DEAD BOLTS, NO SLIDING BOLTS, ETC.). 6.AN OCCUPANT LOAD SIGN SHALL BE POSTED IN EACH ASSEMBLY ROOM HAVING AN OCCUPANT CONTENT OF 50 OR MORE. SIGN IS TO BE POSTED NEAR ENTRANCE, COORDINATE LOCATION OF SUCH SIGN WITH FIRE MARSHAL. SIGN TO BE PROVIDED & INSTALLED BY OWNER VENDOR. 7.MAINTAIN MIN. 44" AISLES TO EXIT OR PUBLIC WAY. 8.PROVIDE EXIT SIGNS ABOVE EXITS WITH MIN. 3/4"x6" LETTERS LIGHTED ON CONTRASTING BACKGROUND. 9.EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. 10.PROVIDE TWO (2) SEPARATE POWER SUPPLIES FOR EXIT SIGNS CONFORMING TO CODE SECTION. 11.PROVIDE EMERGENCY EXIT LIGHTING PROVIDING A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL. 12.ADDITIONAL EXIT SIGNS WILL BE PROVIDED AS/IF DIRECTED BY THE CITY INSPECTOR. 13.SEE "ROOM FINISH SCHEDULE" FOR SMOKE DENSITY RATING & FLAME SPREAD RATING OF MATERIALS USED. 14.INTERIOR WALL & CEILING FINISHES FOR ASSEMBLY AREAS SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING OF 20. 15.ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME PROOFED IN AN APPROVED MANNER. 16.DRAPES & OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT SIGNS, FIRE ALARM STATIONS, HOSE CABINETS & EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIALS. 17.FINISHES SHALL NOT EXCEED CLASS A, B OR C AS INDICATED IN THE BUILDING CODE. 18.PROVIDE OUTSIDE GAS SHUT - OFF VALVE CONSPICUOUSLY MARKED. 19.UNLESS ALREADY EXISTING, AN APPROVED SET OF NUMERALS, MINIMUM 4" HIGH WITH A STROKE WIDTH OF NOT LESS THAN 1/2 INCH, SHALL BE PLACED ON THE BUILDING. THE NUMBERING SHALL BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMERALS SHALL CONTRAST W/ THEIR BACKGROUND. IF THE ADDRESS THAT IS POSTED NEAR THE INTERSECTION OF THE DRIVEWAY & THE PUBLIC STREET OR ROAD FRONTING THE PROPERTY IS NOT VISIBLE, ADDITIONAL ADDRESSES POSTED NEAR THE INTERSECTION OF THE DRIVEWAY & THE PUBLIC STREET ARE REQUIRED. (VERIFY REQUIREMENTS.) 20.PROVIDE A KNOX BOX FOR FIRE DEPT. ACCESS & KEY ACCESS, LOCATION AS DETERMINED BY FIRE MARSHAL. 21.EXIT SIGNAGE SHALL BE PROVIDED & MAINTAINED FOR CORRIDORS & AISLE WAYS LEADING TO EXITS IN ACCORDANCE WITH STATE CODE. SIGNAGE SHALL STATE: "OBSTRUCTIONS, INCLUDING STORAGE, SHALL NOT BE PLACED IN THE REQUIRED WIDTH OF AN EXIT OR EXIT PASSAGEWAY." 22.GENERAL CONTRACTOR SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE DEPARTMENT PRIOR TO OCCUPYING THIS BUILDING. 23.FIRE DEPARTMENT FINAL INSPECTION REQUIRED. G.C. TO VERIFY INSPECTION SCHEDULING REQUIREMENTS AT LEAST 14 DAYS PRIOR TO COMPLETION OF WORK. 24.STORAGE, DISPENSING OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE BUILDING CODE REGULATIONS. 25.ANY TYPE I HOOD INSTALLATION & SHAFT CONSTRUCTION MUST COMPLY WITH THE STATE & MECH CODE. 26.WHEN ALLOWED BY FIRE MARSHAL AND/OR BUILDING INSPECTOR, FIRE BLOCKS CAN BE SUBSTITUTED WITH APPROVED FIRE SPRINKLER SYSTEM. 27.IN ADDITION TO THE SPRINKLER MONITORING SYSTEM, A FIRE SYSTEM PER NFPA # 13 SPECIFICATIONS MUST BE INSTALLED. PLANS FOR THE FIRE ALARM MUST BE SUBMITTED TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT REVIEW PRIOR TO INSTALLATION. THE KITCHEN HOOD FIRE PROTECTION SYSTEM WILL CAUSE INITIATION OF AN ALARM SIGNAL. 28.ALL EXIT DOORS & INTERVENING DOORS ON THE EXIT PATH, IF PROVIDED WITH A LOCK OR LATCH, MUST BE PROVIDED WITH PANIC HARDWARE. 29.PLANS FOR THE KITCHEN HOOD FIRE PROTECTION SYSTEM MUST BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. 30.THE FIRE SPRINKLER SYSTEM DESIGN CRITERIA IS AS SET FORTH BY THE FIRE MARSHAL. 31.PREMISES IDENTIFICATION TO BE LEGIBLE FROM STREET OR DRIVE & MUST BE ON ALL PLANS. 32.IT IS THE DEVELOPERS RESPONSIBILITY TO DETERMINE ULTIMATE COMPLIANCE WITH THE FAIR HOUSING AMENDMENTS ACT & AMERICANS WITH DISABILITIES ACT & INCORPORATE SAME INTO THEIR BUILDING PLANS (PER C.O.S. 91-3) 33.BACK FLOW PREVENTION WILL BE REQUIRED ON VERTICAL RISER ON CLASS I & II FIRE SPRINKLER SYSTEM PER SANTA ANA CITY CODE. 34.PROVIDE ALL WEATHER ACCESS ROAD (MIN 20') TO ALL BUILDINGS & HYDRANTS FROM PUBLIC WAY DURING CONSTRUCTION. 35.NUMBER OF REQUIRED FIRE HYDRANTS EX. DEVELOPER SHALL HAVE THE REQUIRED HYDRANTS INSTALLED & OPERABLE PRIOR TO THE FOOTING INSPECTION. DEVELOPER TO PROVIDE WAIVER OF FIRE DEPARTMENT RESPONSIBILITY OR COPY OF CURRENT CITY APPROVED CIVIL WATER PLANS TO FIRE SPRINKLER CONTRACTOR FOR LOCATING NEW AND/OR EXISTING HYDRANT WATER MAIN SUPPLY DATA. SPACED MAX O/C 500' AT 1,500 GPM. 36.EXIT & EMERGENCY LIGHTING SHALL COMPLY WITH THE CITY ORDINANCE & 2006 IFC. 37.FIRELINE, SPRINKLER & STANDPIPE SYSTEM TO BE FLUSHED & PRESSURE TESTED PER NFPA STANDARDS & SAN DIEGO CODES. 38.FDC SIAMESE CONNECTIONS FOR SPRINKLERS AND/OR STANDPIPES WILL BE LOCATED PER ORDINANCE OR AT AN APPROVED LOCATION MIN. SIZE 2 1/2" X 2 1/2" X 4" (NHST) BUILDING MOUNTED. 39.SPRINKLER SYSTEM SHALL BE INSTALLED TO COMPLY WITH MINIMUM NFPA CRITERIA & CITY ORDINANCE. SYSTEMS WITH 20 HEADS OR MORE SHALL HAVE OFF-SITE MONITORING. AFTER BUILDING PLAN REVIEW, INSTALLING CONTRACTOR SHALL SUBMIT (3) COMPLETE SETS OF DRAWINGS & HYDRAULIC CALCULATIONS. 40.REVIEWED BY MINIMUM NICET III DESIGN TECHNICIAN. NFPA COMMERCIAL SYSTEM / DESIGN CRITERIA : ORD. GR. II - 0.20/1500 (1996 EDITION) - PE STAMP REQUIRED 41.CONSTRUCTION WITHIN SAN DIEGO SHALL COMPLY WITH THE CALIFORNIA FIRE CODE STANDARDS, AS AMENDED BY THE COUNTY CONSTRUCTION ORDINANCE, SUBTITLE 11. 42.THE APPLICANT IS RESPONSIBLE TO IDENTIFY & COORDINATE DEFERRED SUBMITTALS. 43.THE FIRE SPRINKLER RISER SHALL BE LOCATED INSIDE BUILDING WITH DIRECT EXTERIOR ACCESS. ALL OCCUPANCIES ARE REQUIRED TO PROVIDE EXTERIOR ACCESS TO A FIRE RISER ROOM DESIGNED FOR THE FIRE SYSTEMS ONLY. 44.FIRE DEPARTMENT INLET CONNECTIONS (FDC) SHALL BE LOCATED ON THE WALL OF THE ADDRESS SIDE OR NATURAL APPROACH OF THE BUILDING IT SERVES & SHALL IDENTIFY THE BUILDING(S) SERVED WITH PERMANENT SIGNAGE. 45.ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS & WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLER HEADS EXCEEDS 19. IBC SECTION 903.4. 46.IN ADDITION TO THE EXTERIOR BELL OR HORN, AN APPROVED AUDIBLE/VISUAL FIRE SPRINKLER FLOW ALARM SHALL BE PROVIDED IN THE INTERIOR OF ALL BUILDINGS IN A NORMALLY OCCUPIED LOCATION. THE A/V DEVICE SHALL BE A MINIMUM OF 75 CD LUMENS & 15 DB ABOVE THE AMBIENT SOUND LEVEL. IFC SECTION 907.10 & ADAAG SECTION 4.28. 47.A FIRE HYDRANT SHALL BE LOCATED WITHIN 150' OF THE FIRE DEPARTMENT CONNECTION (FDC). THE ROUTE IS TO BE MEASURED AS THE FIRE HOSE WOULD BE LAID OUT & IS NOT MEASURED IN A CIRCLE AROUND THE FIRE HYDRANT, & DOES NOT GO THROUGH WATER RETENTION BASINS, OVER WALLS OR SIMILAR OBSTRUCTIONS. 48.THE MINIMUM NUMBER OF FIRE HYDRANTS SHALL NOT BE LESS THAN REQUIRED PER 2003 IFC APPENDIX B & C. THE MINIMUM REQUIRED FIRE FLOW IS 1500 (GPM) AT 20 (PSI) RESIDUAL PRESSURE. WHEN ANY PORTION OF THE FACILITY OR BUILDING IS IN EXCESS OF 150' OF AN APPROVED WATER SUPPLY ON A PUBLIC STREET, AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ON-SITE FIRE HYDRANTS & MAINS CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW SHALL BE PROVIDED. FIRE HYDRANTS SHALL BE LOCATED ALONG THE ROUTE OF THE FIRE APPARATUS ACCESS ROADWAY. FIRE HYDRANTS SUBJECTED TO VEHICULAR DAMAGE SHALL BE PROTECTED WITH GUARD POSTS. 49.PLANS & SPECIFICATIONS FOR FIRE SPRINKLER SYSTEMS EXCEEDING 19 HEADS SUBMITTED FOR REVIEW SHALL BE SEALED BY A QUALIFIED SAN DIEGO REGISTRANT IN FIRE SPRINKLER DESIGN. THE INSTALLING CONTRACTOR'S NAME, ADDRESS & PHONE NUMBER ARE TO BE INCLUDED ON THE DRAWINGS & CALCULATIONS SUBMITTED FOR REVIEW & APPROVAL. AS-BUILT DRAWINGS WILL BE REQUIRED WHERE FIELD CHANGES ARE MADE TO THE DESIGNED DRAWINGS. 50.FIRE SPRINKLERS SHALL BE INSTALLED IN ALL CONCEALED SPACES ENCLOSED WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION. 51.A FIRE ACCESS ROAD SHALL BE PROVIDED WHEN ANY PORTION OF AN EXTERIOR WALL OF THE 1ST STORY IS LOCATED MORE THAN 150' FROM FIRE APPARATUS ACCESS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. THE ROUTE IS TO BE MEASURED AROUND THE BUILDING AS THE FIRE HOSE WOULD BE LAID OUT & IS NOT MEASURED THROUGH INTERIOR OR COVERED WALKWAYS OR WATER RETENTION BASINS. THE ROUTE OF THE FIRE APPARATUS ACCESS ROAD SHALL BE APPROVED BY THE FIRE DEPARTMENT. 52.APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET. (FOC). A MIN. VERTICAL CLEARANCE OF 15 FEET 0 INCHES SHALL BE PROVIDED FOR THE APPARATUS ACCESS ROADS. CONFIRM FIRE APPARATUS TURNING RADIUS 35 FEET INSIDE & 55 FEET OUTSIDE (FOC). 53.FIRE LANES SHALL BE MARKED BY SIGNS PER TOG DETAIL #63, AND/OR CURB PAINTED RED & LABELED "FIRE LANE NO PARKING", PLACED NOT GREATER THAN 75' APART AT THE BEGINNING & END OF THE DESIGNATED FIRE LANE. 54.DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE PROVIDED WITH AN APPROVED MEANS FOR TURNING THE APPARATUS AROUND. 55.AN APPROVED KEY BOX IS REQUIRED ON ALL COMMERCIAL STRUCTURES THAT CONTAIN OFF SITE MONITORED FIRE SPRINKLERS, A FIRE ALARM SYSTEM OR WHEN ACCESS IS DIFFICULT & WHERE IMMEDIATE ACCESS IS REQUIRED FOR LIFE SAVING OR FIREFIGHTING. 56.PLANS & SPECIFICATIONS FOR FIRE ALARM SYSTEMS, AUTOMATIC FIRE- EXTINGUISHING SYSTEMS, STANDPIPES & THEIR APPURTENANCES SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW & APPROVAL PRIOR TO INSTALLATION. GENERAL FIRE ALARM SYSTEM NOTES 1.PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS SUBMITTED FOR REVIEW SHALL BE SEALED BY A QUALIFIED CALIFORNIA REGISTRANT IN FIRE ALARM SYSTEM DESIGN. 2.ALARM INITIATING DEVICES, ALARM SIGNALING DEVICES, AND OTHER FIRE ALARM SYSTEM COMPONENTS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IFC SECTION 907. 3.WHEN DUCT DETECTORS, REQUIRED BY IMC 606 OR IFC AND IBC SECTION 909, ARE CONCEALED FROM VIEW OR INSTALLED MORE THAN 10 FEET ABOVE FINISHED FLOOR OR IN ARRANGEMENTS WHERE THE DETECTOR'S ALARM INDICATOR IS NOT READILY VISIBLE TO RESPONDING PERSONNEL, AN LED SHALL BE PROVIDED THROUGH THE CEILING LEVEL OR SIGHT OBSTRUCTION AT EACH DETECTOR. ALL DETECTION DEVICES PROVIDED SHALL BE MONITORED FOR INTEGRITY BY THE FIRE ALARM SYSTEM WHERE A FIRE ALARM IS INSTALLED. 4.FIRE ALARM CONTRACTOR SHALL COORDINATE THE OPERATION OF THE L1 KITCHEN ND RESTAURANT FA SYSTEM WITH THE EXISTING HOTEL FIRE ALARM SYSTEM. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION OF A BUILDING 1.DURING CONSTRUCTION, YOU MUST PROVIDE AND MAINTAIN AN ALL WEATHER ROAD DESIGNED TO SUPPORT THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 85,000 POUNDS. SITES SHALL HAVE TWO POINTS OF ACCESS OR AS INDICATED AT PLAN REVIEW OR BY THE FIRE INSPECTOR. UNPAVED SURFACES SHALL HAVE A MINIMUM ABC 6" DEPTH COMPACTION TO 95% AND 20' WIDE. NO VEHICLE PARKING OR BUILDING MATERIAL OFF-LOADING ALLOWED ON THE EMERGENCY ACCESS ROAD. FIRE LANE SIGNS ARE REQUIRED TO BE POSTED ALONG THE ROAD. 2.A SIGN SHALL BE POSTED AT THE MAIN STREET ENTRANCE INDICATING EMERGENCY VEHICLE ENTRANCE, THE PROJECT NAME, THE PROJECT ADDRESS, AND AN EMERGENCY CONTACT NUMBER OF A COMPANY REPRESENTATIVE. THE SIGN SHALL BE A MINIMUM OF 24" HIGH X 36" WIDE WITH WHITE REFLECTIVE BACKGROUND AND 3" RED REFLECTIVE LETTERS. IN ADDITION ALL OFF-SITE WORK SHALL HAVE A SIGN POSTED AT THE MAIN STREET ENTRANCE THAT IS REFLECTIVE OF THE GEOGRAPHICAL LOCATION TO THE PROJECT. THE SIGN SHALL INCLUDE THE PROJECT NAME FOLLOWED BY THE CAPTION "OFF SITE" AND THE GEOGRAPHICAL LOCATION. 3.ALL SITE HYDRANTS SHALL BE INSTALLED AND ACCEPTED BY THE TOWN ENGINEERING DEPARTMENT PRIOR TO COMBUSTIBLE MATERIALS BEING DELIVERED TO THE CONSTRUCTION SITE. 4.BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 14. ACCESSIBILITY NOTES 1.ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCES, AS REQUIRED BY ADA. 2.WALKS & SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" & SHALL BE A MIN. OF 48" IN WIDTH. 3.SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 4.SURFACES WITH A SLOPE OF 6% GRADIENT OR GREATER SHALL BE SLIP RESISTANT. 5.SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. 6.WALKS, SIDEWALKS & PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE GRATINGS SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW. 7.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF A PEDESTRIAN RAMP. 8.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 9.EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3 FT. WIDE BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90° & MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" MIN. 10.THRESHOLDS TO BE A MAX. 1/2" ABOVE ADJACENT FINISH FLOOR. 11.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR ALL DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT 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 LBS. 12.THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC & SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 13.PROVIDE LEVER-TYPE HARDWARE PANIC BARS, PUSH - PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (30" TO 44" A.F.F.) 14.ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR UNOBSTRUCTED OPENING & A LEVEL & CLEAR AREA FOR A MINIMUM DEPTH OF 60" IN THE DIRECTION OF THE DOOR SWING. 15.PROVIDE 18" FROM WALL TO CENTERLINE OF W.C. & 32" FROM A WALL AT ONE SIDE & 48" IN FRONT OF W.C. 16.PROVIDE 30"X48" LONG SPACE IN FRONT OF TOILET & WITHIN THE TOILET ROOM THAT ALLOWS THE DOOR TO CLOSE 17.GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE & THE BACK OF PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT SHALL BE SECURELY ATTACHED 33" (36" FOR TANK-TYPE TOILETS) ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BE LOCATED 15" TO 16 1/2" FROM THE CENTERLINE OF THE WATER CLOSET STOOL & SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL. GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. 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 & THE GRAB BARS SHALL BE 1 1/2". 18.WATER CLOSET HEIGHT SHALL BE 17" (MIN) & A 19" (MAX) MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44" A.F.F. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. OF FORCE. 19.(1) URINAL SHALL BE 17" (MAX) ABOVE THE FLOOR & PROJECT A 14" (MIN) FROM THE WALL. URINAL TO HAVE A CLEAR SPACE OF 30"X48" IN FRONT. FLUSH VALVE TO BE HAND-OPERATED & SHALL BE MOUNTED NO MORE THAN 44" A.F.F. 20.PROVIDE 30"X48" CLEAR SPACE IN FRONT OF LAVATORY WITH MIN. 19" CLEAR KNEE SPACE UNDER COUNTER & 29" CLEAR FROM FLOOR TO BOTTOM OF APRON WITH KNEE. 21.LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE FIXTURE. ALL ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" A.F.F. & 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, WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH & SHALL BE A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY & A MINIMUM 9" HIGH FROM THE FLOOR. 22.HOT WATER & DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 23.FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH-TYPE & ELECTRONIC CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET IS OPEN FOR AT LEAST 10 SECS. 24.LOCATE TOWEL, SANITARY NAPKIN & WASTE RECEPTACLES WITH ALL OPERABLE PARTS WITHIN 40" FROM FINISH FLOOR. 25.LOCATE TISSUE DISPENSERS ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT. 26.WHERE APPLICABLE, LOCATE EMPLOYEE LOCKERS AS NOTED ON PLANS. 27.1/4" THICK IDENTIFICATION SYMBOLS (A 12" TRIANGLE FOR MEN, A 12" DIAMETER CIRCLE FOR WOMEN OR A TRIANGLE SUPERIMPOSED ON A 12" DIAMETER CIRCLE FOR UNISEX) CENTERED AT HEIGHT OF 60" A.F.F, SHALL BE PROVIDED ON DOORS TO SANITARY FACILITIES. 28.THERE SHALL BE A LEVEL & CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL ARE SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" & THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. SUBMIT FOR ARCHITECTS REVIEW. 29.ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5'-0" IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'. 30.ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK & AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED. WHEN A GUIDE RAIL IS PROVIDED, CENTER 3" (PLUS OR MINUS 1"), ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5% OR LESS GRADIENT OR NO ADJACENT HAZARD EXISTS. 31.WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEADROOM. 32.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" & 44" ABOVE THE FLOOR. LATCHING & LOCKING DOORS THAT ARE HAND-ACTIVATED & WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER- TYPE HARDWARE, BY PANIC BARS, PUSH/PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 33.GROUND & FLOOR SURFACES ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE ROOMS & SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS & CURB RAMPS, SHALL BE STABLE, FIRM, & SLIP-RESISTANT. 34.OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" & 80" ABOVE THE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED AT OR BELOW 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT. 35.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 599B. PROVIDE & INSTALL PER MANUFACTURER'S RECOMMENDATIONS & CODE REQUIREMENTS. SUBMIT FOR ARCHITECTS REVIEW. 36.IF RAMP EXCEEDS 10' IN LENGTH & RAMP IS NOT BOUNDED BY WALLS OR CURBS, WHEEL GUIDES SHALL BE PROVIDED. 37.IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE IN A COMMON USE AREA, IT SHALL HAVE FIRM BACKING OR NO BACKING. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES & HAVE TRIM ALONG THE EXPOSED EDGE & TRIM SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. 38. THE UPPER APPROACH & THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE & PLACED PARALLEL TO & NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE AS SLIP- RESISTANT AS THE OTHER TREADS OF THE STAIRS. FOR EXTERIOR STAIRS, THE UPPER APPROACH & ALL TREADS SHALL BE MARKED. 39.TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP. IF BANKS OF PUBLIC PHONES ARE PROVIDED, THEN AT LEAST 25%, BUT ALWAYS AT LEAST ONE PER BANK, INCLUDING CLOSED CIRCUIT TELEPHONES IN A BUILDING FACILITY, SHALL BE EQUIPPED WITH A VOLUME CONTROL CAPABLE OF PRODUCING A MIN. OF 12 D.B.A. & A MAXIMUM OF 18 D.B.A. ABOVE NORMAL. PUBLIC TELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE & SHALL BE IDENTIFIED BY A SIGN CONTAINING A DEPICTION OF A TELEPHONE HAND SET WITH RADIATING SOUND WAVES. 40.WALL SURFACES ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM G1-003 GENERAL NOTES 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status 11/15/2024 CLIENT REVISION FS FS FS MEN RESTROOM WOMEN RESTROOM OFFICE BOHOFFICE SALES AREA ELECTRICAL ROOM WALK-IN-COOLER BOH D01 D02 LEGEND EXISTING PARTITIONS & EXTERIOR WALLS TO REMAIN FIXTURES & EQUIPMENT TO BE REMOVED EXISTING PARTIAL HEIGHT PARTITION WALLS TO REMAIN EQUIPMENT TO BE SALVAGED AND RELOCATED NOTE: ALL EQUIPMENT SHOWN AS DEMO SHALL BE PLACED IN CONEX FOR LATER REMOVAL BY 7-ELEVEN GENERAL PROJECT NOTES FINISHES: ALL WALLS, CEILING, BASE COVE AND FINISH FLOOR IS EXISTING TO REMAIN. EXISTING BASE COVE IN COMPLIANCE WITH THE CALIFORNIA RETAIL FOOD CODE. EXISTING STORE LAYOUT WILL NOT BE ALTERED IN REGARDS TO: USE, OCCUPANCY, ACCESSIBILITY, EGRESS, AND FIRE PROTECTION/LIFE SAFETY WHILE COVID SHIELDS ARE PROVIDED, ALL FOOD SERVICE IS CLERK SERVE UNTIL COVID RESTRICTIONS ARE LIFTED BY GOVERNMENT JURISDICTION. EQUIPMENT TO BE COMPLETELY REMOVED FROM FACILITY AND TEMPORARILY STORED OR RELOCATED SUCH THAT IT DOES NOT IMPEDE UPON OR ALTER EXISTING CONDITIONS. A. B. C. D. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM AD1-01 DEMOLITION PLAN 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status KEYNOTES D01 SALES AREA NOT IN SCOPE OF WORK. D02 EXISTING HOT SERVE CASE TO BE REMOVED. POWER TO REMAIN FOR NEW EQUIPMENT. INDICATED BY SYMBOL SCALE: 1/4" = 1'-0"1 EXISTING/DEMO EQUIPMENT PLAN 11/15/2024 CLIENT REVISION FS FS FS MEN RESTROOM WOMEN RESTROOM OFFICE BOH OFFICE ELECTRICAL ROOM WALK-IN-COOLER BOH E11 E16 E12 04 23 22 22 SALES AREA NOT IN SCOPE OF WORK 13 16 14 24 21 21 20 A5-01 A5-01 3 A5-01 4 2 1 A5-01 5 V.I.F . 5'-1 0 1 / 2 " V.I.F. 3'-4 1/2" V.I.F . 4'-6" V. I . F . 3' - 1 1 " V.I.F. 1'-9" E14 E14 03 03 E06 E07 07 18 06 E20 E20 E01 E02 E03 11 10 12 V.I.F. 4'-5 1/2" ø 5' - 7 " V.I.F . 5'-11 1 / 2 " V.I.F . 5" V.I.F . 3 1/2 " V.I.F . 1' - 6 1 / 2 " V.I.F . 1' - 5 " V. I . F . 0' - 5 " V. I . F . 1' - 3 " V.I.F. 1' - 6" FINISHES: ALL WALLS, CELILING, BASE COVE AND FINISH FLOOR IS EXISTING TO REMAIN. EXISTING BASE COVE IN COMPLIANCE WITH THE CALIFORNIA RETAIL FOOD CODE. EXISTING STORE LAYOUT WILL NOT BE ALTERED IN REGARDS TO: USE, OCCUPANCY, ACCESSIBLITY, EGRESS, AND FIRE PROTECTION/LIFE SAFETY NEW AND RELOCATED EQUIPMENTS IS TO BE INSTALLED SUCH THAT IT DOES NOT IMPEDE UPON OR ALTER EXISTING EGRESS ROUTES OR ACCESSIBILITY REQUIREMENTS. EQUIPMENT THAT IS NO LONGER IN USE TO BE REMOVED FROM FACILITY. WHILE COVID SHIELDS ARE PROVIDED, ALL FOOD SERVICE IS CLERK SERVE UNTIL COVID RESTRICTIONS ARE LIFTED BY GOVERMENT JURISDICTION. REFER TO PRODUCT SPEC SHEETS FOR DETAILED INFORMATION ON NEW EQUPMENT. A. B. C. D. E. F. GENERAL PROJECT NOTES SELF-SERVE HOT FOODS DISPLAY CASE TO SERVE PRE-PACKAGED GRAB-N-GO FOODS. ADD HOT FOODS CASE LOCK (#512). HFC /#45) TO SIT ON STAINLESS STEEL COUNTERTOP. ADD COVID-19 SNEEZE GUARD SHIELD (#522) TO SELF SERVE ROLLER GRILL AT A MINUMUM HEIGHT OF 5'-0" FROM THE FINISHED FLOOR. BOOSTER PUMP (#22) NOT REQUIRED. IF NEEDED WILL BE INSTALLED. FIELD VERIFY BEST LOCATION NEW FRANKIE EQUIPMENT TO DRAIN TO NEAREST FLOOR SINK A1 DEE SIGN AT BEVERAGE BAR TO BE INSTALLED 7'-0" OF GROUND AND 1'-0" FROM WALL 1. 2. 3. 4. 5. 6. FLOOR PLAN NOTES H3 PANO SIGN TO BE INSTALLED 7'-0" OFF GROUND ALIGN WITH EDGE CLOSEST TO ENTRANCE. 7. A1 DEE SIGN TO BE CENTERED WITH ROLLER GRILL CABINETS WITH FRONT EDGE OF SIGN ALIGNED WITH REAR OF CABINET. A1 DEE SIGN TO BE CENTERED WITH HOT FOOD CASE IN ALIGMENT WITH ROLLER GRILL. 7'-0" OF GROUND. 8. STEAM SPOUT OPTION WILL NOT BE INSTALLED FOR FRANKE A1000 COFFEE MACHINE. 9. ADD MUF PLATES, PLEXUS SHIELDS, AND STAINLESS STEEL HEAT GUARD SHIELDS TO BACK OF; DOYON, METRO WORKSTATION, & TURBO CHEF OVEN. 10. SALES FLOOR FREEZERS WILL HAVE LOCKS TO PREVENT CUSTOMERS FROM ACCESSING. EMPLOYEE ACCESS ONLY. 11. INSTALL NEW POWER POLE AT THE END OF THE COFFEE BAR12. WATER LINES SUPPLIED TO FRANKE A1000 ESPRESSO MACHINE TO BE FITTED WITH DUAL CHECK VALVE BACKFLOW PREVENTER. 13. LEGEND EXISTING PARTITIONS & EXTERIOR WALLS EXISTING WALL WITH NEW FURRING NEW PARTITIONS NEW PARTIAL HEIGHT PARTITIONS RELOCATED EQUIPMENT HOT DOG ROLLER GRILL HOT DOG CABINET SHELF SNEEZE GUARD E07 0' - 8 " 3' - 2 1 / 2 " 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM A2-01 FLOOR PLAN 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status SCALE: 1/4" = 1'-0"1 NEW EQUIPMENT PLAN KEYNOTES 03 HOT FOOD DISPLAY CABINET. 04 DOYON - OVEN DCOT5 (208V). 06 ROYSTON - CUSTOM ROLLER GRILL/HOT DOG CABINET, COLOR: CREAM W/ STAINLESS STEEL TOP. 07 ROYSTON - CUSTOM ROLLER GRILL/TAQUITO CABINET (RH WASTE, (3) TAQUITO, NAPKIN) COLOR: CREAM W/STAINLESS STEEL TOP. 10 FRANKE - A1000 SPECIALTY ESPRESSO BEVERAGE SYSTEM. 11 FRANKE - SU12CM SPECIALTY ESPRESSO BEVERAGE SYSTEM COUNTER MILK FRIDGE. 12 FRANKE - FLAVOR STATION. 13 EXISTING RELOCATED CONDIMENT FRIDGE. 14 EXISTING RELOCATED SODA DISPENSER. 16 EXISTING RELOCATED MICROWAVE. 18 EXISTING RELOCATED ROLLER GRILLE. 20 EXISTING RELOCATED SYRUP HOLDER. 21 EXISTING RELOCATED TEA RACK. 22 A1 DEE SIGN. 23 H3 PANORAMIC DEE SIGN. 24 EXISTING RELOCATED CUP HOLDER. INDICATED BY SYMBOL EQUIPMENT SCHEDULE MARK DESCRIPTION MODEL MANUF. E01 COFFEE BREWER 51200.0101 BUNN E02 A1000 CLEAN MASTER COFFEE MACHINE W/ MILK REFRIGERATION UNIT A1000 W/ SU12CM FRANKE E03 FS6 FLAVOR STATION FS6 FRANKE E06 HOT DOG CABINET - CUSTOM PART#62001564 ROYSTON E07 TAQUITO CABINET - CUSTOM PART#6201142 ROYSTON E11 COUNTERTOP OVEN DCOT5 DOYON/ NU-VU E12 SOLID DOOR FREEZER M3F24-1-N TURBO AIR E14 HOT FOOD COMBO SERVE DISPLAY HFDC00001 SANDEN VENDO E16 72" DRYING GRID 711SGS6 METRO E20 1SH INF SOFT HEAT STAND SST 27825.0200 BUNN SCALE: 3/4" = 1'-0"21 HOT DOG INSTALLATION DETAIL 11/15/2024 CLIENT REVISION 1 01/28/2025 HEALTH COMMENTS 2 11/05/2025 BLDG & ELECTRICAL COMMENTS 2 2 2 2 2 48" 30 " CL DOORS IN SERIESDOORS IN SERIES DOORS IN SERIES LATCH APPROACH PUSH SIDE DOOR WITH CLOSER LATCH APPROACH PUSH SIDE LATCH APPROACH PULL SIDE DOOR WITH CLOSER LATCH APPROACH PULL SIDE HINGE APPROACH PUSH SIDE DOOR WITH CLOSER AND LATCH HINGE APPROACH PUSH SIDE HINGE APPROACH PULL SIDE HINGE APPROACH PULL SIDE FRONT APPROACH PUSH SIDE DOOR PROVIDED WITH BOTH CLOSER AND LATCH FRONT APPROACH PUSH SIDE 48" MIN. 48" MIN. 48" MIN. 24" MIN. 48 " M I N . 24" MIN. 44 " M I N . 54 " M I N . 24" MIN. 48 " M I N . 24" MIN.22" MIN. 48 " M I N . 22" MIN. 44 " M I N . 54 " M I N . 42" MIN. 60 " M I N . 36" MIN. 12" MIN.48 " M I N . 48 " M I N . FRONT APPROACH PULL SIDE 60 " M I N . 18" MIN. 24" MIN. FOR EXTERIOR DOORS 48 " M A X . 15 " MI N . 30" 10" MAX. 46 " M A X . 34 " M A X 30" >10"-24" MAX. WHEN D = 10" OR LESS,H = 48" MAX. WHEN D = >10" TO 24"H = 46" MAX. CORRESPONDING REACH HEIGHTS FOR GIVEN DEPTHS: FLOOR SHALL BE SLIP-RESISTANT SURFACE AND LEVEL WITH MAX 1/4" CHANGE IN LEVEL OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4" FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12" MAX FROM 27" TO 80" ABOVE FINISH FLOOR PROTRUDING OBJECT ACCESSIBLE ROUTE BEFORE PERSON HITS OBJECT CANE HITS POST OR PYLON CANE RANGE LOBBY NOTES: 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" MAXIMUM VERTICAL LEVEL CHANGE. 1. 2. 3. LEVEL CHANGES THRESHOLD A TRANSITION BETWEEN FLOOR FINISHES COMPRESSED CARPET 1/4" MAX.BELOW THRESHOLD FIN. FLOOR LEVEL THRESHOLD 1/4" VERITCAL LEVEL CHANGE. CARPET PILE THICKNESS IS FROM FLOOR FINISH TO TOP OF PILE. B C 80 " M I N . 27 " 3'-0" MIN. CLEAR 1/8" 3/8" 12" MAX. 4" MAX. 80 " M I N . CLEAR WIDTH ANY AMOUNT 27 " M A X . 27 " M I N . 27 " M A X . 1/ 4 " 1/ 4 " MA X . 1/ 2 " M A X . 2 1 MA X . 1/ 2 " M A X . PI L E H E I G H T 23 0 9" m i n 68 5 27 " m i n 1220 48" min 6" max 152 482 - 635 19" min - 25" max 28 " m i n - 3 4 " m a x 9' ' MI N . 6''8'' MAX.MIN. 1'-5'' MIN. 2' - 3 ' ' M I N . 2' - 5 ' ' M I N . 2' - 1 0 ' ' M A X . 3' - 4 ' ' M A X . 19'' MIN. 25'' MAX. 9' ' MI N . 27 ' ' M I N . 28 ' ' M I N . 34 ' ' M A X . ACCESSIBLE LAVATORY DETAIL ACCESSIBLE TABLE SEATING DETAIL ACCESSIBLE TABLE WIDTH TO BE 30'' AT MINIMUM 8'' MIN. PROTRUDING OBJECTS INTERIOR ACCESSIBLE ROUTES ACCESSIBLE REACH RANGE CHANGE IN LEVEL ACCESSIBLE ILLUSTRATIONS WHEELCHAIR SPACE AT LEAST 60 PERCENT, BUT NOT LESS THAN ONE OF THE ENTRANCES TO EACH BUILDING AND STRUCTURE TO EACH SEPARATE SPAEC WITHIN THE BUILDING OR STRUCTURE SHALL COMPLY WITH THE ACCESSIBLE ROUTE PROVISIONS OF THIS CHAPTER. ALL REQUIRED EXITS FOR EGRESS SHALL COMPLY WITH THESE REQUIREMENTS CLEAR FLOOR & TURNING SPACE LETTERS AND NUMERALS SHALL BE RAISED 1/32". UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" PLAN LOCATION OF TACTILE SIGNS AT DOORS CENTERED ON TACTILE CHARACTERS WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR SWING. AT DOUBLE DOORS, THE SIGNAGE SHOULD BE LOCATED TO THE RIGHT OF THE DOOR. LETTERS SHALL BE RAISED 1/32" FROM THE SURFACE OF THE SIGN. THE HEIGHT OF THE LETTERS MUST BE 5/8" MIN. TO 2" MAX. CORRESPONDING GRADE II BRAILLE MUST ALSO BE INCORPORATED INTO THE WALL MOUNTED SIGNAGE. NOTE: WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR, OR AT THE RIGHT SIDE OF A DOUBLE DOOR, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL WALL MOUNTED SIGNAGE DOOR MOUNTED SIGNAGE VINYL APPLIED GRAPHIC TO GLASS. MOUNT GRAPHIC ON WALL OR SIDELIGHT TO THE RIGHT OF THE DOOR REQUIRING IDENTIFICATION, IN LOWER LEFT CORNER. INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTING DIAGRAMS TACTILE SIGNAGE 48 " M I N . T O B O T T O M OF R A I S E D C H A R A C T E R S 60 " M A X . T O T O P O F R A I S E D L E T T E R S 18" 18 " 45 . 0 ° 12 " H 12 " H 6" M I N . 48 " M I N . T O B O T T O M OF R A I S E D C H A R A C T E R S 36 " T O C E N T E R L I N E 60 " T O C E N T E R L I N E 4" 4 1 / 2 " xxxxx WOMEN WOMEN WOMENMEN MEN (a) projecting objects (b) recessed objects FIGURE 11B-609.3 SPACING OF GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION 12 m i n 30 5 1-1/2 min 38 2" M A X 4"-4.8" 2" MAX 4"-4.8" 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM G1-100 ACCESSIBILITY DETAILS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status TACTILE SIGNAGE DIAGRAMS - CAL. BLDG CODE DOOR CLEARANCES GRAB BARSADA CLEAR FLOOR SPACE 11/15/2024 CLIENT REVISION partition partition (a) elevation adult (b) elevation children FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE (c) plan ALTERNATE DOOR LOCATION 6 min 152 9 min 229 6 min 152 12 min 305 4 max 102 4 m a x 10 2 6 min 152 6 min 152 (b) ambulatory accessible water closets Fig. 11B-604.2 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT CLEARANCE DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE FIGURE 11B-604.3.1 - SIZE OF CLEARANCE AT WATER CLOSETS (a) out-swinging door clearance (b) in-swinging door clearance door permitted to swing over hatched portion of maneuvering space FIGURE 11B-604.8.1.1.2 - MANEUVERING SPACE WITH SIDE-OPENING DOOR clearance (a) out-swinging door maneuvering space FIGURE 11B-604.8.1.1.3 - MANEUVERING SPACE WITH END-OPENING DOOR (b) in-swinging door maneuvering space when door swings in clearance door permitted to swing over hatched portion of maneuvering space 17-19 432-4 83 ℄ 35-37 889-940 60 m i n 15 2 4 44 m i n 11 1 8 60 m i n 15 2 4 56 min 1422 48 min 1219 60 m i n 15 2 4 60 min 1524 @ side door maneuvering space 59 min @ floor mounted 1499 water closet 56 min @ wall mounted 1422 water closet 60 mi n 15 2 4 59 min @ floor mounted 1499 water closet 56 min @ wall mounted 1422 water closet 36 min 914 when door swings in 60 min maneuvering 1524 space 59 min @ floor mounted 1499 water closet 56 min @ wall mounted 1422 water closet 60 m i n 15 2 4 48 min 1219 59 min @ floor mounted 1499 water closet 56 min @ wall mounted 1422 water closet 48 min 1219 60 m i n 15 2 4 36 min 914 SINK / URINAL (a) elevation (b) plan FIGURE 11B-306.2 - TOE CLEARANCE (a) elevation FIGURE 11B-306.3 - KNEE CLEARANCE (b) plan (c) elevation @ lavatory (a) wall hung type (b) stall type FIGURE 11B-605.2 - HEIGHT AND DEPTH OF URINALS PLAN DRINKING FOUNTAINS SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS DRINKING FOUNTAIN SPOUT LOCATION FIGURE 11B-602.5 FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH "HI" FOUNTAIN "LOW" FOUNTAIN PLAN OF "HI-LOW" DRINKING FOUNTAIN NOTE: IF X = 18 MIN. ALCOVE DEPTH, THEN Y = 32" MIN. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE MINIMUM OF 36" CLEAR. CLEAR FLOOR SPACE AT "HI-LOW" DRINKING FOUNTAIN ALCOVES 11B-602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-602.9 PEDESTRIAN PROTECTION. 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 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALLS OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. 6 max 152 9 229 17-25 432-635 30 m i n 76 2 27 m i n 68 6 11 min 279 8 min 203 9 min 229 25 max 635 30 m i n 76 2 11 min 279 9 min 22929 m i n 73 7 27 m i n 68 6 8 min 203 13-1/2 MIN 343 17 max 432 18" Min 48" MIN 36" Min MORE THAN 24" 18" TO 19" 9" M I N 27 " M I N 36 " M A X 8" MIN - KNEE CLEARANCE 6" MAX - TOE CLEARANCE 17" MIN DEPTH 25" MAX (FIGURE 11B-306.2) 48" MIN 5" MAX 15" MIN ℄ EQ EQ ℄ X Y X > 2 4 " 36" MIN Y EQ EQ ℄ X 13-1/2 MIN 343 Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position, may encroach into the turning space by 12 inches maximum. (11B-603.2.3) Exceptions:(2)Where the toilet room or bathing room is for individual use and a clear floor space complying with Section 11B-305.3 is provided within the room beyond the arc of the door swing,doors shall be permitted to swing into the clear floor space or clearance required for any fixture. ACCESSIBILITY DETAILS FOR RESTROOMS AND DRINKING FOUNTAINS FLUSH ACTIVATOR ON WIDE SIDE SINGLE-ACCOMMODATION TOILET FACILITY ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY FLUSH ACTIVATOR ON WIDE SIDE ALL DISPENSERS 40" MAX TO HIGHEST OPERABLE PART TOP OF GRAB BAR GRIPPING SURFACE TRANSFER SIDE FIGURE 11B-604.7 DISPENSER OUTLET LOCATION FIGURE 11B-604.5.1SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 18" MIN. 32" MIN CLEAR 60" M I N . DIA. C L E A R 48 " M I N . CL E A R 24 " MI N . 54 " M I N . 12 " MA X . 60" MIN 17"-18"18" MIN. CL 12 " MA X . 54 " M I N . 17"-18" 60" MIN 24 " MI N . 60" MIN. 18" MIN. 32" MIN. CLEAR 48 " MI N . C L E A R 4" MAX. 54" MIN. 12" MAX 42" MIN GRAB BAR 24" MIN 7"-9" ℄ 19 " M I N 17 " - 1 9 " 33 " - 3 6 " 33 " - 3 6 " 17"-18" 36" MIN GRAB BAR 12" MIN 24" MIN ℄ CL 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM G1-101 ACCESSIBILITY DETAILS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status 11/15/2024 CLIENT REVISION 7-ELEVEN GAS STATION ADA PARKING STALL AND ACCESSIBLE AISLE W/ SIGNAGE PER CBC 11B-502 ADA PATH OF TRAVEL 5% SLOPE, 2% CROSS SLOPE MAX V.I.F. RAMP, SLOPE DOES NOT EXCEED 1:12, V.I.F. V. I . F . 9' - 0 " V. I . F . 8' - 0 " PRIMARY ENTRANCE V.I.F. 4' - 7" NOT IN SCOPE 5' - 0 " 9' - 6 " 20' - 0" 4' - 0" 5' - 1 1 1 / 2 " EXISTING PARKING EXISTING DRIVEWAY EXISTING DRIVEWAY ADJACENT PROPERTY PUBLIC RIGHT OF WAY PULLMA N S T . E DYER RD LEGEND PAVEMENT MARKINGS ACCESSIBLE ROUTE LANDSCAPING 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM A0-01 ARCHITECTURAL SITE PLAN 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status KEYNOTES INDICATED BY SYMBOL 11/15/2024 CLIENT REVISION 1 01/28/2025 HEALTH COMMENTS 2 11/05/2025 BLDG & ELECTRICAL COMMENTS SCALE: 1" = 20'-0"1 SITE PLAN CBC ADA Requirements Table Curb ramp flaire slopes do not exceed 1:10 slope (CBC 11B-406.2.2) Curb ramp landings do not exceed 1:48 slope (CBC 11B-406.5.3)Curb Ramps & Entrances Curb ramps slopes does not exceed 1:12 slope (CBC 11B-406.2.1) Detectable warning details shown on site plan (CBC 11B-705.1) Detectable warning surfaces where the path crosses vehicular travel is provided (CBC 11B-247.1.2.5) Access ıble path width is at least 48 inches (CBC 11B-403.5.1) Accessible route cross slope does not exceed 2%(CBC 11B-403.3)Accessible Path of Travel Compliance Accessible route running slope does not exceed 5%(CBC 11B-403.3) Topic ADA Requirement CBC Code... COMPLIANCE OF ACCESSIBLE PARKING, ACCESSIBLE AISLES, MARKING, PATH OF TRAVEL, SIGNAGE ETC. TO BE VERIFIED IN FIELD. A. GENERAL PROJECT NOTES 2 2' - 1 1 " 3' - 2 " 3' - 0 " E14 E14 E06 E07 SNEEZEGUARD 3' - 9 1 / 2 " 18 18 3' - 6 " 3' - 6 1 / 2 " E20 3' - 1 1 " 21 2' - 9 " 4' - 0 " E02 3' - 0 " 24 16 E03 3' - 8 1 / 2 " 2' - 9 " 3' - 1 0 " 3' - 5 1 / 2 " 14 13 E20 E01 3' - 1 1 " 3' - 1 1 1 / 2 " 2120 3' - 6 1 / 2 " 3' - 1 0 1 / 2 " CONDIMENT HOLDER 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: LO NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM A5-01 INTERIOR ELEVATIONS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status KEYNOTES 13 EXISTING RELOCATED CONDIMENT FRIDGE. 14 EXISTING RELOCATED SODA DISPENSER. 16 EXISTING RELOCATED MICROWAVE. 18 EXISTING RELOCATED ROLLER GRILLE. 20 EXISTING RELOCATED SYRUP HOLDER. 21 EXISTING RELOCATED TEA RACK. 24 EXISTING RELOCATED CUP HOLDER. INDICATED BY SYMBOL SCALE: 3/8" = 1'-0"1 HOT DOG/ TAQUITO ELEVATION SCALE: 3/8" = 1'-0"2 COFFEE ELEVATION 1 SCALE: 3/8" = 1'-0"3 SODA/ ESPRESSO ELEVATION SCALE: 3/8" = 1'-0"4 SLURPEE ELEVATION SCALE: 3/8" = 1'-0"5 COFFEE ELEVATION 2 11/15/2024 CLIENT REVISION 1 01/28/2025 HEALTH COMMENTS 2 11/05/2025 BLDG & ELECTRICAL COMMENTS NEW AND RELOCATED EQUIPMENTS IS TO BE INSTALLED SUCH THAT IT DOES NOT IMPEDE UPON OR ALTER EXISTING EGRESS ROUTES OR ACCESSIBILITY REQUIREMENTS. A. GENERAL PROJECT NOTES 2 2 3 5 E07 E06 E14 E11 A B MDP E01 E02 E03 A 39,41 A 7,9 A 22,24 E12 E20 6 7 A 27,29 A 17,19 (3 0 / 3 P ) (30/2P) (30/2P) A 35 3 C 4E14 (30/2P) 1 G L S 8 8 8 8 E01 A 28,30 (30/2P) #10 #10 #10 A 25 #10 1 RISER DIAGRAM KEYED NOTES: EXISTING 800A, 120/208V, 3PH, 4W METERING SWITCHBOARD. EXISTING PANELBOARD. EXISTING FEEDER 1 2 3 M PANEL G 225A MLO 120/208V 3∅, 4W (EXISTING) 2 1 EXTERIORINTERIOR FLOOR LINE ROOF 3 PANEL L 225A MLO 120/208V 3∅, 4W (EXISTING) 2 PANEL A 225A MLO 120/208V 3∅, 4W (EXISTING) 2 PANEL S 225A MLO 120/208V 3∅, 4W (EXISTING) 2 PANEL B 225A MLO 120/208V 3∅, 4W (EXISTING) 2 PANEL C 225A MLO 120/208V 3∅, 4W (EXISTING) 2 333333 4 EXISTING WIREWAY4 KEYNOTES 1 EXISTING SODA DISPENSER TO BE RELOCATED TO THIS LOCATION. EC TO ROUTE EXISTING CIRCUIT TO NEW EQUIPMENT LOCATION. 2 EXISTING COFFEE DISPENSER TO BE RELOCATED TO THIS LOCATION. EC TO ROUTE EXISTING CIRCUIT TO NEW EQUIPMENT LOCATION. 3 EXISTING ROLLER GRILL TO BE RELOCATED TO THIS LOCATION. EC TO ROUTE EXISTING CIRCUIT TO NEW EQUIPMENT LOCATION. 4 NEW HOT FOOD DISPLAY CASE. RE-USE CIRCUIT FROM REMOVED DISPLAY CASE. 5 EXISTING MICROWAVE TO BE RELOCATED TO THIS LOCATION. EC TO ROUTE EXISTING CIRCUIT TO NEW EQUIPMENT LOCATION. 6 PROVIDE RECEPTACLE FOR FLAVOR STATION. CONNECT TO NEARBY SODA DISPENSER CIRCUIT. 7 PROVIDE RECEPTACLE FOR COFFEE WARMER. CONNECT TO NEARBY COFFEE DISPENSER CIRCUIT. 8 CONNECT SIGN TO EXISTING LIGHTING CIRCUIT AND CONTROLS SERVING AREA. ELECTRICAL REMODEL NOTES A BRANCH CIRCUITING INDICATED ON PLANS AND SCHEDULES IS BASED UPON EXISTING PLANS AND SITE OBSERVATION, CONTRACTOR TO FIELD VERIFY. B PROVIDE TYPED CIRCUIT BOARD DIRECTORIES TO REFLECT AS-CONSTRUCTED CONDITIONS. FIELD VERIFY DURING CONSTRUCTION AND REVISE ACCORDINGLY. C PROVIDE NECESSARY DEMOLITION TO FACILITATE NEW CONSTRUCTION WORK ASSOCIATED WITH THIS PROJECT. COORDINATE OUTAGES WITH OWNER MINIMUM 72 HOURS IN ADVANCE. OWNER RETAINS RIGHT TO FIRST SALVAGE. PROVIDE DISPOSAL OF REMOVED MATERIAL. MAINTAIN CIRCUIT CONTINUITY AS REQUIRED. D IT IS THE INTENT OF THESE DIAGRAMMATIC DRAWINGS TO PROVIDE THE PROJECT SCOPE INCLUDING, BUT NOT LIMITED TO PHASED DEMOLITION AND NEW CONSTRUCTION. EXISTING INFORMATION INDICATED ON THESE PLANS DOES NOT REPRESENT ALL EXISTING CONDITIONS. THIS CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS, SCOPE OF PHASING, AND PROJECT INTENT PRIOR TO BID SUBMISSION. NO EXTRA WILL BE ALLOWED DUE TO THE LACK OF KNOWLEDGE OF EXISTING CONDITIONS TO COORDINATE RELOCATION OF ELECTRICAL SYSTEMS AS REQUIRED. E PROVIDE CUTTING, PATCHING, AND RESTORATION OF FINISHES NECESSARY FOR WORK SURFACES DAMAGED BY THIS WORK AND SPACES AROUND CONDUITS PASSING THROUGH FLOORS AND WALLS SHALL BE NEATLY PATCHED AND FINISHED TO MATCH NEW/EXISTING. STRUCTURAL MEMBERS SHALL NOT BE CUT OR PENETRATED IN ANY MANNER. THE SPACES AROUND THE CONDUITS SHALL BE SEALED TO PREVENT ENTRANCE OF MOISTURE. PROVIDE FIRE STOPPING PER UL APPROVED METHODS. F REMOVE ABANDONED WIRING COMPLETE. AT CONTRACTORS OPTION, UTILIZE EXISTING ABANDONED RACEWAY TO EXTENT AVAILABLE. EXPOSED ABANDONED RACEWAY SHALL BE REMOVED. G COORDINATE WORK IN PHASES WITH GENERAL CONTRACTOR AND OWNER TO FACILITATE DEMOLITION AND NEW CONSTRUCTION. H REMOVE ELECTRICAL RELATED EQUIPMENT (I.E JUNCTION BOXES, RECEPTACLES, SWITCHES, DEVICES, ETC... ) AFFECTED/ABANDONED AS A RESULT OF DEMOLITION AND NEW CONSTRUCTION. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: YP NO. DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM 11-05-25 E101 LEVEL 1 POWER PLAN 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status 1/4" = 1'-0"E101 1 POWER PLAN Electrical Fixture Schedule Identity Mark Comments Panel Circuit Number Apparent Load Count Apparent Load Input Voltage E01 COFFEE BREWER A 7,9 5000 VA 1 208 V E01 COFFEE BREWER A 28,30 5000 VA 1 208 V E02 AUTOMATIC COFFEE MACHINE A 39,41 5000 VA 1 208 V E03 FLAVOR STATION A 3 180 VA 1 180 VA 120 V E06 HOT DOG GRILL A 27,29 1450 VA 1 208 V E07 TAQUITO GRILL A 17,19 1450 VA 1 208 V E11 COUNTERTOP OVEN A 22,24 4000 VA 1 208 V E12 UPRIGHT FREEZER A 35 500 VA 1 500 VA 120 V E14 HOT FOOD DISPLAY CABINET A 25 500 VA 1 500 VA 120 V E14 HOT FOOD DISPLAY CABINET A 42 500 VA 1 500 VA 120 V E20 COFFEE WARMER A 20 180 VA 1 180 VA 0 V CIRCUITING NOTE: CIRCUIT NUMBERS SHOWN FOR REFERENCE ONLY. CONNECT TO AVAILABLE CIRCUITS IN EXISTING PANELS. NTSE101 2 ELECTRICAL RISER DIAGRAM Motor = LARGEST MOTOR MN = MOTOR (NON-SEASONAL) L = LIGHTING (CONTINUOUS) R = RECEPTACLE C = CONTINUOUS PN = POWER NON-SEASONAL (NON-CONTINUOUS) G = GFCI TYPE CIRCUIT BREAKER Notes: Total Est. Demand:89.1 A Total Conn.:133.9 A Total Est. Demand:32111 VA -KIT 46078 VA 65.00% 29951 VA Total Conn. Load:48238 VA RCPT 2160 VA 100.00% 2160 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:124.1 A 169.9 A 111.4 A Total Load:14689 VA 20184 VA 13365 VA 41 2500 VA 1300 VA 1 20.0 A -KIT PASTRY CASE 42 39 G FRANKE COFFEE -KIT 30.0 A 2 2500 VA 2000 VA 40 37 RECEPTACLE RCPT 20.0 A 1 180 VA 2000 VA 2 50.0 A -KIT SLURPEE 38 35 FRIDGE -KIT 20.0 A 1 500 VA 540 VA 1 20.0 A RCPT ITIC 36 33 2000 VA 800 VA 1 20.0 A -KIT GRINDER 34 31 G COFFEE -KIT 20.0 A 2 2000 VA 540 VA 1 20.0 A RCPT RECEPTACLE 32 29 725 VA 2500 VA 30 27 G ROLLER GRILL -KIT 20.0 A 2 725 VA 2500 VA 2 30.0 A -KIT COFFEE BREWER G 28 25 G HOT FOOD CASE -KIT 20.0 A 1 500 VA 180 VA 1 20.0 A RCPT CONDIMENT FRIDGE 26 23 75 VA 2000 VA 24 21 ICE MAKER -KIT 20.0 A 2 75 VA 2000 VA 2 30.0 A -KIT DOYON OVEN G 22 19 725 VA 980 VA 1 20.0 A -KIT GRINDER 20 17 G ROLLER GRILL -KIT 20.0 A 2 725 VA 180 VA 1 20.0 A RCPT RECEPTACLE 18 15 2000 VA 104 VA 16 13 SLURPEE -KIT 20.0 A 2 2000 VA 104 VA 2 20.0 A -KIT MICROWAVE 14 11 CAPPUCCINNO -KIT 20.0 A 1 800 VA 540 VA 1 20.0 A RCPT RECEPTACLES 12 9 2500 VA 800 VA 1 20.0 A -KIT FREEZER 10 7 G COFFEE BREWER -KIT 30.0 A 2 2500 VA 800 VA 1 20.0 A -KIT MICROWAVE 8 5 MILK FRIDGE -KIT 20.0 A 1 180 VA 800 VA 1 20.0 A -KIT FRIDGE 6 3 FLAVOR STATION -KIT 20.0 A 1 180 VA 2000 VA 4 1 SODA DISPENSER -KIT 20.0 A 1 180 VA 2000 VA 2 30.0 A -KIT TURBO CHEF 2 CCT NOTE S Circuit Description Load Type Rating Poles A B C A B C Poles Rating Load Type Circuit Description NOTE S CCT Notes: GFP: Enclosure:NEMA1 Ground Bus: Bus Rating:225 AMPS Mounting:SURFACE Wires:4 Mains Rating:225.0 A Supply From: Phases:3 Mains Type:MLO Location: Volts:208Y/120 A.I.C. Rating:10,000 AMPS SYMMETRICAL Branch Panel: A 1 1 1 1 1 1 City Comments 1P 1 POLE (2P, 3P, 4P, ETC.) A AMPERE AC ABOVE COUNTER ACLG ABOVE CEILING ADO AUTOMATIC DOOR OPENER AF AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT CIRCUIT INTERRUPTER AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMP AMPERE AMPL AMPLIFIER ANNUN ANNUNCIATOR APPROX APPROXIMATELY AQ-STAT AQUASTAT ARCH ARCHITECT, ARCHITECTURAL AS AMP SWITCH AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BATT BATTERY BD BOARD BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAB CABINET CAT CATALOG CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING COMB COMBINATION CMPR COMPRESSOR CONN CONNECTION CONST CONSTRUCTION CONT CONTINUATION OR CONTINUOUS CONTR CONTRACTOR CONV CONVECTOR CP CIRCULATING PUMP CRT CATHODE-RAY TUBE CT CURRENT TRANSFORMER CTR CENTER CU COPPER DCP DOMESTIC WATER CIRCULATING PUMP DEPT DEPARTMENT DET DETAIL DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DN DOWN DPR DAMPER DS SAFETY DISCONNECT SWITCH DT DOUBLE THROW DWG DRAWING EC ELECTRICAL CONTRACTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ELU EMERGENCY LIGHTING UNIT EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING EP ELECTRIC PNEUMATIC EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXH EXHAUST EXP EXPLOSION PROOF FA FIRE ALARM FABP FIRE ALARM BOOSTER POWER SUPPLY PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FIXT FIXTURE FLR FLOOR FLUOR FLUORESCENT FU FUSE FUDS FUSED SAFETY DISCONNECT SWITCH GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTOR GND GROUND GRS GALVANIZED RIGID STEEL (CONDUIT) GYP BD GYPSUM BOARD HOA HANDS-OFF-AUTOMATIC SWITCH HORIZ HORIZONTAL HP HORSEPOWER HPF HIGH POWER FACTOR HT HEIGHT HTG HEATING HTR HEATER HV HIGH VOLTAGE HVAC HEATING, VENTILATING AND AIR CONDITIONING IC INTERRUPTING CAPACITY IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT IR INFRARED I/W INTERLOCK WITH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVOLT-AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LOC LOCATE OR LOCATION LT LIGHT LTG LIGHTING LTNG LIGHTNING LV LOW VOLTAGE MAX MAXIMUM MAG.S MAGNETIC STARTER M/C MOMENTARY CONTACT MC MECHANICAL CONTRACTOR ELECTRICAL ABBREVIATIONS LIST ELECTRICAL SYMBOL NOTES EXIT LIGHTS. STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES DIRECTIONAL ARROW ON ILLUMINATED FACE(S). THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. EXAMPLE: THE WALL MOUNTED EXIT LIGHT TYPE "E1" WITH SINGLE FACE AND DIRECTIONAL ARROW IS CONNECTED TO CIRCUIT 1. DEVICES. THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. THE SWITCH DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SPLIT DUPLEX RECEPTACLE IS CONNECTED TO CIRCUIT 1 AND ONE RECEPTACLE OUTLET IS CONTROLLED BY SWITCH "d". THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SINGLE POLE SWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED BY "d". WALL BOX DIMMER WITH SIZE AS INDICATED AT DEVICE. EXAMPLE: 600 WATT WALL BOX DIMMER TO CONTROL LIGHTING FIXTURES INDICATED BY "e". SEE SPECIFICATIONS FOR WATTAGE IF NOT INDICATED. SPECIAL CONNECTIONS. THE EQUIPMENT IS INDICATED BY A NUMBER IN A CIRCLE. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE LOAD DESCRIPTION AND TYPE OF CONNECTION. THE CIRCUIT DESIGNATION IS INDICATED BY NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: EQUIPMENT NO. ELEC-1; 1 PHASE CONNECTION TO CIRCUITS 2, 4. MOTOR CONNECTIONS. THE MOTOR IS INDICATED BY A NUMBER WITHIN OR CHARACTERS ADJACENT TO THE MOTOR SYMBOL. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE MOTOR DESCRIPTION AND ELECTRICAL REQUIREMENTS. TRANSFORMERS. THE TRANSFORMER TYPE IS INDICATED BY A NUMBER FOLLOWING THE UPPER CASE LETTER "T". SEE THE TRANSFORMER SCHEDULE OR THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND REQUIREMENTS. EXAMPLE: TRANSFORMER TYPE "T1". PANELBOARDS. PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR DESIGNATION CODES. CONDUIT SHOWN WITHOUT SLASH MARKS SHALL CONTAIN 1 # 12 CONDUCTOR PER PHASE, NEUTRAL, AND GROUND IN 1/2" CONDUIT UNLESS SPECIFIC EQUIPMENT REQUIRES A DIFFERENT SIZE. CONDUIT SHOWN SHALL CONTAIN 1 # 10 CONDUCTOR PER PHASE IN ELECTRICAL CODE SIZED MINIMUM CONDUIT UNLESS A CONDUCTOR AND CONDUIT SIZE IS SHOWN ADJACENT. HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANELBOARD DESIGNATION IS SHOWN ADJACENT TO THE HOME RUN ARROW AS A NUMERATOR AND THE CIRCUIT DESIGNATION IS SHOWN AS THE DENOMINATOR. CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANELBOARD SCHEDULE WITH THE CORRESPONDING PANELBOARD AND CIRCUIT DESIGNATION. EXAMPLE: HOME RUN TO PANELBOARD P4N-102; CIRCUITS 1, 3, 5. SYMBOLSYMBOLSYMBOL ELECTRICAL SYMBOL LEGEND DESCRIPTION DESCRIPTION DESCRIPTION FIRE ALARM HORN W/STROBE FIRE ALARM BELL FIRE ALARM BELL W/STROBE FIRE ALARM CHIME W/STROBE TIME CONTROL SWITCH RELAY CABLE TAP BOX SAFETY DISC. SW. (FUSED) SAFETY DISC. SW. (NON-FUSED) COMB. MOTOR STARTER (FUSED) MOTOR TRANSFORMER FLOOR JUNCTION BOX JUNCTION BOX UTILITY SERVICE POWER POLE STATIC GROUND RECEPTACLE SURGERY SERVICE COLUMN POWER POLE (OPEN OFFICE STYLE) MULTIOUTLET ASSEMBLY RECEPT. ON CORD REEL FLOOR DUPLEX RECEPT. 240V RECEPTACLE FOURPLEX RECEPT. ON EMERG. CIRCUIT FOURPLEX RECEPT. DUPLEX RECEPT. ON EMERG. CIRCUIT DUPLEX ISOLATED GROUND RECEPT. SPLIT DUPLEX RECEPT. DUPLEX RECEPT. SINGLE RECEPT. PUSH BUTTON TIME DELAY SWITCH TIMER SWITCH OCCUPANCY SENSOR W/ MANUAL SWITCH DIMMER SWITCH SWITCH W/PILOT KEYED SWITCH 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH BUS DUCT W/ PLUG IN DISCONNECT PS - D2 T1 PANELBOARD IDENTIFICATION 1 KEYED NOTE (SEE SCHEDULE) NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER -SHOWN ON PLANS ROOM NAME AND NUMBER ITEM TO BE REMOVED AREA NOT IN CONTRACT 1 - --- XX-1 IDENTITY (SEE SCHEDULE) XX-1 EXISTING TO REMAIN XX-1 RELOCATED XX-1 DEMOLISHED 1d d e 2,4 T1 FLOOR CLEARANCE AREA CONDUIT IN CEILING, FLOOR OR WALL AS REQUIRED BY FIELD CONDITIONS CONDUIT IN FLOOR P4N-102 1. EQUIPMENT DESIGNATION: L = LIGHTING P = POWER D = DISTRIBUTION S = SWITCHBOARD M = MOTOR CONTROL CENTER R = RELAY PANEL 2. VOLTAGE DESIGNATION: 1 = 120/240V -1PH 2 = 240V -3PH 3 = 208Y/120V -3PH 4 = 480Y/277V -3PH 5 = 120/208 -1PH 6 = SPECIAL 3. SYSTEM DESIGNATION: N = NORMAL E = EMERGENCY C = POWER CONDITIONED U = UNINTERRUPTIBLE POWER SOURCE 4. FLOOR DESIGNATION: B = BASEMENT G = GROUND 1 = FIRST FLOOR 2 = SECOND FLOOR ETC. 5. PANEL NO. DESIGNATION: 01 = PANELBOARD #1 02 = PANELBOARD #2 03 = PANELBOARD #3 ETC. FIRE ALARM PULL STATION FIRE ALARM DOOR HOLDER FIRE ALARM DOOR CLOSER FIRE ALARM SHUT DOWN RELAY CEILING DATA OUTLET FLOOR DATA OUTLET # OF VOICE AND # OF DATA OUTLETS. FOR EXAMPLE 1V2D = 1 VOICE, 2 DATA P4N-102 1, 3, 5 #10 #12 EXISTING TO REMAIN EXISTING TO BE REMOVED NEW GRAPHICAL REPRESENTATION OF PHASING, TYPICAL FOR ALL SYMBOLS. CEILING DUPLEX RECEPT. SPECIAL RECEPT. CEILING JUNCTION BOX FLOOR TELEPHONE OUTLET GFI DUPLEX RECEPT. (FEED THROUGH) GFI WEATHERPROOF RECEPT. DUPLEX RECEPT. (DESIGNATES SPECIFIC MOUNTING HEIGHT)48" GFI GFI WP CLNG ELEC-1 Room 6 FIRE ALARM SPEAKER W/STROBE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDC MAIN DISTRIBUTION CENTER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MFS MAIN FUSED DISCONNECT SW MH MANHOLE MIC MICROPHONE MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MMS MANUAL MOTOR STARTER MOA MULTIOUTLET ASSEMBLY MSP MOTOR STARTER PANELBOARD MSBD MAIN SWITCHBOARD MT MOUNT MT.C EMPTY CONDUIT MTS MANUAL TRANSFER SWITCH MTR MOTOR, MOTORIZED N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFDS NON-FUSED SAFETY DISCONNECT SWITCH NIC NOT IN CONTRACT NL NIGHT LIGHT N.O. NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OH OVERHEAD OL OVERLOADS PA PUBLIC ADDRESS PB PULL BOX OR PUSHBUTTON PE PNEUMATIC ELECTRIC PED PEDESTAL PF POWER FACTOR PH PHASE PIV POST INDICATING VALVE PNL PANEL PP POWER POLE PR PAIR PRI PRIMARY PROJ PROJECTION PRV POWER ROOF VENTILATOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (CONDUIT) PWR POWER QUAN QUANTITY RCPT RECEPTACLE REQD REQUIRED RM ROOM RSC RIGID STEEL CONDUIT RTU ROOF TOP UNIT SC SURFACE CONDUIT SEC SECONDARY SHT SHEET SIM SIMILAR S/N SOLID NEUTRAL SPEC SPECIFICATION SPKR SPEAKER SP SPARE SR SURFACE RACEWAY SS STAINLESS STEEL SSW SELECTOR SWITCH S/S STOP/START PUSHBUTTONS STA STATION STD STANDARD SURF SURFACE MOUNTED SW SWITCH SWBD SWITCHBOARD SYM SYMMETRICAL SYS SYSTEM TEL TELEPHONE TEL/DATA TELEPHONE/DATA TERM TERMINAL TL TWIST LOCK TR TAMPER RESISTANT T-STAT THERMOSTAT TTC TELEPHONE TERMINAL CABINET TV TELEVISION TVTC TELEVISION TERMINAL CABINET TYP TYPICAL UC UNDER COUNTER UE UNDERGROUND ELECTRICAL UG UNDERGROUND UH UNIT HEATER UT UNDERGROUND TELEPHONE UTIL UTILITY UV ULTRAVIOLET V VOLT VA VOLT-AMPERES VDT VIDEO DISPLAY TERMINAL VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WATT W/ WITH WG WIRE GUARD WH WATER HEATER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER ∠ ANGLE @ AT ▲ DELTA ' FEET " INCHES # NUMBER Ø PHASE C CENTER LINE P PLATE EXIT LIGHT, WALL-MOUNTED, SHADING AND ARROWS INDICATE FACES AND DIRECTION WALL-MOUNTED FIXTURES, TYPICAL EXW1 1 LIGHTING FIXTURE TAG DESCRIPTORS: TOP VALUE: FIXTURE TYPE ID. BOTTOM VALUE, NUMBER: CIRCUIT NUMBER, REFER TO DRAWINGS FOR PANEL. BOTTOM VALUE, LOWERCASE LETTER: SWITCH DESIGNATION. ABSENCE OF A SWITCH ID INDICATES FIXTURE IS CONTROLLED BY THE ONLY SWITCH IN THE SPACE. "x" IN PLACE OF THE SWITCH ID INDICATES NIGHT LIGHT, UNSWITCHED. S3 1d ELECTRIC STRIKE MAGNETIC LOCK COMBINATION LOCK DOOR CONTACT CARD READER SECURITY KEYPAD MOTION DETECTOR NURSE CALL EMERG. STATION NURSE CALL CODE BLUE STATION NURSE CALL DUTY STATION NURSE CALL STAFF STATION NURSE CALL PATIENT STATION NURSE CALL DOME LIGHT (1-COLOR) TELEPHONE OUTLET VOICE/DATA OUTLET DOOR BELL DOOR BUZZER DOOR CHIME DOOR SIGNAL VOLUME CONTROL MICROPHONE OUTLET 1V2D CATV OUTLET TV OUTLET NURSE CALL DOME LIGHT (2-COLORS) AUTO DOOR PUSH PAD EMERGENCY LIGHTING UNIT, WALL- MOUNTED, REMOTE BATTERY EMERGENCY LIGHTING UNIT, WALL- MOUNTED, INTEGRAL BATTERY EMERGENCY LIGHTING UNIT, CEILING- MOUNTED, INTEGRAL BATTERY EMERGENCY LIGHTING UNIT, CEILING- MOUNTED, REMOTE BATTERY LIGHTING FIXTURES, TYPICAL, RECTANGULAR FILLED CIRCLES INDICATE RECESSED, OPEN CIRCLES INDICATE SURFACE DIAGONAL LINE INDICATES LENSED OUTER DOTS INDICATE SUSPENDED LIGHTING FIXTURES, TYPICAL, ROUND CENTER DOT INDICATES PENDANT DIAGONAL LINE INDICATES LENSED CHEVRON INDICATES WALL WASH STRIP FIXTURE DIRECTIONAL LIGHT, TRACK, FLOOD EXIT LIGHT, CEILING-MOUNTED, SHADING AND ARROWS INDICATE FACES AND DIRECTION LINEAR LIGHT, TAPE LIGHT EXIT/ELU COMBO DIAGONAL HATCH INDICATES LIGHT ON A CRITICAL CIRCUIT SOLID HATCH INDICATES LIGHT ON AN EMERGENCY OR LIFE SAFETY CIRCUIT POLE/AREA LIGHTS POST-TOP AREA LIGHT BOLLARD LIGHT SPRINKLER FLOW SWITCH SPRINKLER VALVE TAMPER SWITCH DUCT SMOKE DETECTOR CEILING SMOKE DETECTOR THERMAL DETECTOR ELECTRICAL SHEET INDEX SHEET DESCRIPTION E000 ELECTRICAL TITLE SHEET E001 ELECTRICAL SPECIFICATONS E002 ELECTRICAL SPECIFICATONS E101 LEVEL 1 POWER PLAN SHEET COUNT: 4 ELECTRICAL GENERAL NOTES A CONDUCTORS OPERATING AT 50 VOLTS OR GREATER SHALL BE IN RACEWAY. RACEWAY WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB SHALL BE METAL. RACEWAY BELOW THE FLOOR SLAB AND UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE SHALL BE PVC. B LOW VOLTAGE CABLES OR CONDUCTORS OPERATING AT LESS THAN 50 VOLTS SHALL BE IN METAL RACEWAY WHERE INSTALLED WITHIN WALLS OR INACCESSIBLE SPACES. LOW VOLTAGE CABLES MAY BE RUN IN CABLE TRAY WHERE NOTED. LOW VOLTAGE CABLES MAY BE RUN IN CABLE SUPPORT HOOKS ABOVE ACCESSIBLE CEILINGS WHERE NOTED. LOW VOLTAGE CABLE SHALL BE PLENUM RATED IN PLENUM SPACES. C COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND DETAILS. ARCHITECTURAL ELEVATIONS AND DETAILS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON ELECTRICAL DRAWINGS. D PROVIDE CABLE OR CONDUIT AND WIRE AS REQUIRED TO ACHIEVE CIRCUITING SHOWN. SIZE CONDUCTORS PER NEC AMPACITY AND WIRE FILL CRITERIA. PROVIDE DEDICATED NEUTRAL AND GROUND CONDUCTORS FOR CIRCUITING ,UNLESS NOTED OTHERWISE. INCREASE BRANCH CIRCUIT AND/OR FEEDER CONDUCTORS INCLUDING EQUIPMENT GROUNDING CONDUCTORS PROPORTIONALLY FOR NO MORE THAN 3% VOLTAGE DROP ON BRANCH CIRCUITS AND 2% ON FEEDERS PER ENERGY CODE. E IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL SYSTEMS AND THOSE REQUIRING ELECTRICAL CONNECTIONS TO MAINTAIN NEC REQUIRED CLEARANCES, INCLUDED BY NOT LIMITED TO AREAS ABOVE ACCESSIBLE CEILINGS. F COORDINATE WITH OTHER TRADES FOR PROPER INSTALLATION OF EQUIPMENT. CONSULT THE DRAWINGS OF OTHER TRADES OR CRAFTS TO AVOID CONFLICTS WITH EQUIPMENT, ETC. CONFLICTS SHALL BE RESOLVED PRIOR TO ROUGH-IN AND AT NO ADDITIONAL COST TO THE OWNER. G LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. REMOVE DIRT, DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THIS DIVISION OF THE WORK DURING CONSTRUCTION. COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. H THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. I PERFORM WORK TO COMPLY WITH THE STANDARD PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA). COMPLY WITH THE LATEST ENFORCED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), LOCAL CODES, AMENDMENTS, AND ORDINANCES. J FIELD COORDINATE FINAL MECHANICAL AND EQUIPMENT LOCATIONS ALONG WITH CONNECTION REQUIREMENTS AND CONTROL WIRING PRIOR TO ROUGH-IN. ADJUST CORRESPONDING CIRCUIT BREAKER RATINGS AND BRANCH CIRCUITING ACCORDINGLY. K ELECTRICAL WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED MASTER ELECTRICIAN. PROCURE PERMITS AND LICENSES AND PAY FEES ASSOCIATED WITH THIS WORK. L MATERIALS FURNISHED FOR THIS PROJECT SHALL BE NEW, COMMERCIAL GRADE, FREE OF DEFECTS, AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY UNO. M PROVIDE COMPLETE OPERATION & MAINTENANCE MANUAL INCLUDING APPROVED SUBMITTAL DRAWINGS, WARRANTY INFORMATION FOR PRODUCT SUPPLIED,AND MANUFACTURES OPERATION AND MAINTENANCE INSTRUCTIONS. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: YP NO.DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM 11-05-25 E000 ELECTRICAL TITLE SHEET 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status 1 City Comments SUMMARY A. GENERAL AND SUPPLEMENTARY CONDITIONS WITHIN THE SPECIFICATIONS ARE HEREBY INCORPORATED AND BECOME PART OF THESE SPECIFICATIONS AND AS SUCH SHALL BE APPLICABLE TO THE WORK OF THE ELECTRICAL CONTRACT. B. PRIOR TO SUBMISSION OF A BID PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND LIMITATIONS THAT IMPACT THE WORK OF THIS CONTRACT. NO ADDITIONAL COSTS TO THE OWNER SHALL BE PERMITTED FOR CHANGES TO THE WORK AS A RESULT OF THE CONTRACTORS FAILURE TO VISIT THE SITE PRIOR TO BIDDING AND IDENTIFY ITEMS THAT WERE ABLE TO BE VERIFIED DURING A SITE VISIT PRIOR TO THE SUBMISSION OF A BID PROPOSAL. C. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, RIGGING, AND MISCELLANEOUS ITEMS AS REQUIRED FOR A COMPLETE, OPERATIONAL, FUNCTIONAL AND CODE COMPLIANT ELECTRICAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THESE SPECIFICATIONS. LANDLORDS REQUIREMENTS A. ALL WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE LANDLORD REQUIREMENTS INCLUDING BUT NOT NECESSARILY LIMITED TO; LANDLORD'S WORK LETTER, LANDLORD'S CONSTRUCTION CRITERIA AND/OR THE TENANT/LANDLORD AGREEMENT. THIS CONTRACTOR SHALL EXAMINE THESE DOCUMENTS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. B. ALL APPLICABLE LANDLORD REQUIREMENTS INCLUDING BUT NOT NECESSARILY LIMITED TO THE LANDLORD'S WORK LETTER, LANDLORDS CONSTRUCTION CRITERIA AND/OR THE TENANT/LANDLORD AGREEMENT DOCUMENTS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. EXISTING CONDITIONS A. THE CONTRACT DOCUMENTS ARE BASED ON INFORMATION PROVIDED TO THE CONSULTANT AT THE TIME OF DESIGN. THIS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID PROPOSAL. BIDS AND SUBSTITUTIONS A. PRIOR TO SUBMISSION OF A BID PROPOSAL, CONTRACTOR SHALL THOROUGHLY REVIEW THE BID INSTRUCTIONS AND ALL CIVIL, ARCHITECTURAL, STRUCTURAL, FOOD SERVICE AND MEPFP AND TELECOMMUNICATION CONSTRUCTION DOCUMENTS. B. SHOULD THE CONTRACTOR WISH TO SUBMIT AN ALTERNATE PRODUCT TO THE MANUFACTURERS NAMED IN THESE SPECIFICATIONS OR ON THE DRAWINGS FOR ANY EQUIPMENT, THE CONTRACTOR SHALL SUBMIT A VOLUNTARY ALTERNATIVE A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO BID, STATING THE MANUFACTURER'S NAME, MODEL NUMBER, WRITTEN, DETAILED PRODUCT DATA. C. WORK PERFORMED OR CONSTRUCTED WITH UNAPPROVED EQUALS IS AT CONTRACTOR'S RISK AND ANY REQUIRED CORRECTION OF WORK INCORPORATING UNAPPROVED EQUALS SHALL BE AT CONTRACTOR'S SOLE COST AND EXPENSE. D. NO SUBSTITUTIONS PERMITTED FOR LIGHTING FIXTURES. QUALITY ASSURANCE A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. B. PROVIDE PERMITS, INSPECTIONS, FINAL CERTIFICATES OF INSPECTION BY THE AUTHORITY HAVING JURISDICTION, PERMIT AND INSPECTION FEES AND ALL MATERIALS, EQUIPMENT AND LABOR AS REQUIRED FOR A COMPLETE, FUNCTIONAL, FULLY OPERATIONAL AND CODE COMPLIANT ELECTRICAL SYSTEM. C. THIS CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND ACCESSORIES FOR A COMPLETE FUNCTIONAL AND CODE COMPLIANT ELECTRICAL INSTALLATION, WHETHER OR NOT SHOWN ON THE DRAWINGS OR SPECIFIED IN THESE SPECIFICATIONS. D. EC SHALL VERIFY THE VOLTAGE AND AMPERAGE REQUIREMENTS OF ALL EQUIPMENT DELIVERED TO THE SITE PRIOR TO CONNECTION. EC SHALL NOTIFY THE OWNER OF ANY DIFFERENCES E. REQUIREMENTS OF REGULATORY AGENCIES: 1. PERMITS: ARRANGE AND PAY FOR ALL PERMITS, INSPECTIONS AND UTILITY CONNECTIONS REQUIRED. 2. PROVIDE ALL TESTS AND INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE COMPLETION OF THE PROJECT. INCLUDE IN OPERATION AND MAINTENANCE MANUALS. F. CODES AND STANDARDS 1. COMPLY WITH SPECIFIED CODES AND STANDARDS. IF CONFLICT EXISTS BETWEEN CODES OR STANDARDS AND DRAWINGS, PROJECT MANUAL OR ADDENDA REQUIREMENTS, REQUEST CLARIFICATION FROM ARCHITECT/ENGINEER. 2. CONFORM TO THE INSTALLATION RULES AND REGULATIONS OF THE CODES AND STANDARDS LISTED INCLUDING ALL SUBSEQUENTLY PUBLISHED AMENDMENTS THERETO ISSUED PRIOR TO THE DATE OF THE BIDDING DOCUMENTS. 3. CONFORM TO THE REQUIREMENTS OF ALL LOCAL, STATE AND FEDERAL AGENCIES WHICH HAVE AUTHORITY OVER THIS PROJECT. 4. COMPLY WITH THE APPLICABLE EDITION OF THE FOLLOWING CODES AND STANDARDS THAT HAVE BEEN ADOPTED BY AND ARE ENFORCED BY THE AUTHORITY HAVING JURISDICTION: a. INTERNATIONAL BUILDING CODE. b. INTERNATIONAL ENERGY CONSERVATION CODE c. INTERNATIONAL MECHANICAL CODE d. NATIONAL ELECTRICAL CODE e. INTERNATIONAL FIRE CODE f. LIFE SAFETY CODE, NFPA 101 g. AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES h. ALL LOCAL CODES AND ORDINANCES ADOPTED AND ENFORCED BY THE AUTHORITY HAVING JURISDICTION. F. REFERENCED STANDARDS: 1. ALL EQUIPMENT, APPARATUS, MATERIALS AND SYSTEMS SHALL BE RATED, TESTED, FABRICATED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE INDUSTRY STANDARDS. 2. ALL EQUIPMENT, APPARATUS, MATERIALS AND SYSTEMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (UL, ETL, ETC) ELECTRICAL CONTRACT DOCUMENTS A. THE ELECTRICAL DRAWINGS (DRAWINGS) AND THE SPECIFICATIONS SHALL TOGETHER FORM A SET OF CONTRACT DOCUMENTS FOR THE ELECTRICAL WORK. NEITHER THE DRAWINGS OR THE SPECIFICATIONS SHALL BE COMPLETE WITHOUT THE OTHER. ANY ITEM SHOWN ONLY ON THE DRAWINGS OR SPECIFIED ONLY IN THE SPECIFICATIONS SHALL BE CONSIDERED AS IF SHOWN AND SPECIFIED IN BOTH. B. ELECTRICAL DRAWINGS AND SPECIFICATIONS: COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL DRAWINGS AND SPECIFICATIONS WITHIN THE CONTRACT DOCUMENTS, INCLUDING, BUT NOT NECESSARILY LIMITED TO, GEOTECHNICAL, LANDSCAPE, CIVIL, ARCHITECTURAL, STRUCTURAL, FOOD SERVICE, MECHANICAL, PLUMBING, TELECOMMUNICATION AND FIRE PROTECTION DRAWINGS AND SPECIFICATIONS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO INDICATE APPROXIMATE LOCATION ONLY OF ELECTRICAL WORK. THE ACTUAL LOCATION OF ANY ELECTRICAL WORK SHALL NOT INTERFERE WITH THE LOCATION, CLEARANCES, ETC. REQUIRED BY THE WORK OF OTHER TRADES. 3. PRIOR TO ROUGH-IN, CONTRACTOR SHALL COORDINATE ALL DEVICE LOCATIONS WITH THE ARCHITECTURAL WALL ELEVATIONS, CASEWORK/CABINETRY ELEVATIONS AND DETAILS AND THE FINAL, APPROVED FOOD SERVICE SHOP DRAWINGS. C. DEFINITIONS: THE FOLLOWING TERMS ARE USED ON THE ELECTRICAL DRAWINGS AND IN THE SPECIFICATIONS AND SHALL BE DEFINED AS FOLLOWS: 1. CONTRACTOR - THE ELECTRICAL CONTRACTOR OR ANY OF THEIR SUB-CONTRACTORS. 2. WORK - ALL MATERIAL, LABOR, TRANSPORTATION OF THE ELECTRICAL CONTRACTOR OR ANY OF THEIR SUB-CONTRACTORS. 3. FURNISH - PURCHASE, SUBMIT FOR REVIEW AND APPROVAL, COORDINATE WITH THE CONTRACT DOCUMENTS AND DELIVER TO THE PROJECT SITE IN NEW, UNDAMAGED CONDITION, STORE AS DIRECTED, PROTECT FROM DAMAGE DURING STORAGE. 4. INSTALL - INSTALL IN PLACE, MAKE READY FOR CONNECTION TO THE REQUIRED SERVICE. 5. CONNECT - CONNECT TO THE REQUIRED SERVICE AS REQUIRED FOR PROPER OPERATION, TEST FOR PROPER OPERATION AND FUNCTIONALITY IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND REQUIREMENTS SPECIFIED WITHIN THESE SPECIFICATIONS AND TURN OVER TO THE OWNER IN FULL OPERATING CONDITION. 6. PROVIDE - FURNISH, INSTALL AND CONNECT AS DEFINED HEREIN FOR A COMPLETE, FUNCTIONAL AND CODE COMPLIANT INSTALLATION READY FOR INTENDED USE. 7. FINISHED SPACE - SPACES HAVING WALLS PAINTED OR FINISHED WITH WALL COVERING, LAY-IN OR DRYWALL CEILINGS, AND FINISHED FLOORING MATERIALS. EXAMPLES OF FINISHED SPACES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, ALL SPACES IN A DWELLING UNIT, OFFICES, LOBBIES, CORRIDORS, TOILET ROOMS, ETC. 8. UNFINISHED SPACES - SPACES WITH UNFINISHED WALLS AND FLOORS AND TYPICALLY ARE NOT EQUIPPED WITH A CEILING. EXAMPLES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, MECHANICAL ROOMS, ELECTRICAL ROOMS, SERVICE AREAS, ETC. 9. SHALL - ACTION THAT IS REQUIRED WITHOUT OPTION OR QUALIFICATION. 10. REMOVE - DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND RE-INSTALLED. 11. REMOVE AND SALVAGE - CAREFULLY DETACH FROM EXISTING CONSTRUCTION IN A MANNER TO PREVENT DAMAGE AND DELIVER TO OWNER READY FOR RE-USE. 12. REMOVE AND REINSTALL - DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR RE- USE, RE-INSTALL AND RECONNECT WHERE INDICATED SUCH THAT THE RE-INSTALLED ITEM IS FULLY OPERATIONAL. 13. EXISTING TO REMAIN - EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE PERMANENTLY REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED OR REMOVED AND RE-INSTALLED. RECORD DOCUMENTS A. DURING THE PROGRESS OF THE WORK, CONTRACTOR SHALL MAINTAIN A CURRENT (DAILY) AS- BUILT SET OF THE DRAWINGS AND SPECIFICATIONS, INDICATING THEREON ALL WORK INSTALLED AT VARIANCE WITH SUCH CONTRACT DOCUMENTS INCLUDING, WITHOUT LIMITATION, WORK COVERED BY ADDENDA, FIELD WORK ORDERS, CHANGE ORDERS, AND ENGINEERS B. CONTRACTOR SHALL PROVIDE THE TENANT WITH THE FINAL AS-BUILT SET OF DRAWINGS AT THE COMPLETION OF THE WORK. COORDINATION WITH LANDLORD AND UTILITY COMPANIES A. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL COORDINATE THE WORK OF THIS CONTRACT WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE AND AUTHORIZED REPRESENTATIVES OF EACH SERVING UTILITY THAT WILL PROVIDE SERVICE TO THIS SITE, INCLUDING BUT NOT NECESSARILY LIMITED TO, ELECTRIC, TELEPHONE AND CABLE/SATELLITE TV SERVICE PROVIDERS. B. CONTRACTOR SHALL MEET WITH AUTHORIZED REPRESENTATIVES OF THE LANDLORD AND EACH UTILITY TO DISCUSS LANDLORD UTILITY COMPANY SCOPE OF WORK, CONTRACTOR SCOPE OF WORK, POINT OF SERVICE PICK-UP, DETAILS REGARDING SYSTEM INTERFACE, UTILITY COMPANY STANDARDS TO BE COMPLIED WITH, ETC. COORDINATION WITH OTHER TRADES A. ELECTRICAL WORK SHALL BE INSTALLED SO AS TO NOT CONFLICT WITH THE WORK OF OTHER TRADES. B. SET ALL SLEEVES AND CUT AND PATCH ALL MISCELLANEOUS HOLES NECESSARY FOR THE CONVENIENT AND PROPER INSTALLATION OF THE WORK. C. CONFER WITH THE OTHER CONTRACTORS REGARDING THE LOCATION AND SIZE OF PIPES, EQUIPMENT, DUCTS, OPENINGS AND SPECIAL ARCHITECTURAL TREATMENTS IN ORDER THAT THERE MAY BE NO INTERFERENCES BETWEEN THE INSTALLATION OR THE PROGRESS OF THE WORK OF ANY CONTRACTOR ON THE PROJECT. D. ALL LINE VOLTAGE WIRING AND FINAL CONNECTIONS TO COMPLETE MECHANICAL SYSTEMS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. E. PROVIDE FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED/PROVIDED BY OTHERS, (HVAC EQUIPMENT, PLUMBING EQUIPMENT, COMMERCIAL KITCHEN EQUIPMENT, ETC. F. COORDINATE THE NEMA CONFIGURATION OF THE RECEPTACLE TO BE PROVIDED WITH THE NEMA PLUG CONFIGURATION OF THE CORD/PLUG ASSEMBLY FURNISHED WITH THE EQUIPMENT TO BE INSTALLED. PROVIDE RECEPTACLES HAVING A NEMA CONFIGURATION THAT MATCHES THE NEMA CONFIGURATION OF THE PLUG ON THE EQUIPMENT. G. PROVIDE FINAL COORDINATION OF AVAILABLE POWER (VOLTAGE/PHASE) WITH OTHER TRADES PRIOR TO THEIR ORDERING OF EQUIPMENT. H. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL WORK TO BE PROVIDED ASSOCIATED WITH MECHANICAL EQUIPMENT. I. WHERE ELECTRICAL WORK (CONDUIT BOXES, RECEPTACLES, DISCONNECT SWITCHES, ETC.) ARE SECURED DIRECTLY TO THE HOUSING OF MECHANICAL EQUIPMENT, THEY SHALL BE INSTALLED ON A PORTION OF THE EQUIPMENT HOUSING NOT REQUIRED TO BE REMOVED FOR ROUTINE MAINTENANCE. PRIOR TO INSTALLATION, COORDINATE ALL ELECTRICAL WORK AT MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. FIRE STOPPING A. PROVIDE FIRE STOPPING FOR PENETRATIONS BY CONDUIT OR CABLES AND OTHER EQUIPMENT THROUGH FIRE-RATED VERTICAL BARRIERS (WALLS AND PARTITIONS), HORIZONTAL BARRIERS (FLOOR/CEILING ASSEMBLIES) AND VERTICAL SHAFT WALLS AND PARTITIONS. B. FIRESTOP SYSTEM INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF ATME E 814 OR UL 1479 TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO OR GREATER THAN THAT OF THE CONSTRUCTION BEING PENETRATED. SEISMIC RESTRAINT A. PROVIDE SEISMIC RESTRAINT FOR ELECTRICAL WORK AND SYSTEMS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. B. SUBMIT ALL REQUIRED DETAILS TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. CUTTING & PATCHING A. PRIOR TO CORE DRILLING OR SAW CUTTING OPERATIONS, CONTRACTOR SHALL X-RAY OR GROUND PENETRATING RADAR (GPR) THE EXISTING SLAB TO DETERMINE THE LOCATION OF ANY EXISTING UTILITIES, STRUCTURAL MEMBERS. ETC. COORDINATE ALL SCANNING, CUTTING AND CORE DRILLING OPERATIONS WITH GC AND LANDLORD PRIOR TO COMMENCEMENT OF WORK. B. CORE-DRILL OR SAW-CUT EXISTING FLOORS, WALLS, ROOF, ETC., AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL WORK. EXISTING UTILITIES AND STRUCTURAL COMPONENTS, INCLUDING BUT NOT NECESSARILY LIMITED TO, COLUMNS, BEAMS, GIRDERS, PLATES OR JOISTS SHALL NOT BE CUT. C. PATCH SURROUNDING AREAS FLUSH WITH ADJACENT SURFACES AND PREPARE TO RECEIVE SPECIFIED FINISHES. D. PATCH AND REPAIR ROOF TO MATCH EXISTING ROOFING SYSTEM. ALL ROOF WORK SHALL BE PERFORMED TO MEET THE WARRANTY REQUIREMENTS OF THE EXISTING ROOFING SYSTEM. GROUNDING A. PROVIDE ELECTRICAL SYSTEM AND EQUIPMENT GROUNDING IN ACCORDANCE WITH APPLICABLE N.E.C. REQUIREMENTS. B. THE METALLIC CONDUIT SYSTEM SHALL BE GROUNDED AND BONDED TO FORM AN EQUIPMENT GROUNDING CONDUCTOR. C. PROVIDE AN INSULATED EQUIPMENT GROUND CONDUCTOR WITHIN ALL FEEDERS AND BRANCH CIRCUITS. THIS EQUIPMENT GROUND CONDUCTOR SHALL BE IN ADDITION TO THE EQUIPMENT GROUND CONDUCTOR FORMED BY THE METALLIC CONDUIT SYSTEM. EQUIPMENT IDENTIFICATION A. PROVIDE EQUIPMENT LABELS ON PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, TRANSFORMERS, CONTROLS, ETC. EQUIPMENT LABELS SHALL BE ENGRAVED PHENOLIC RESIN NAMEPLATES ATTACHED TO ENCLOSURE WITH MECHANICAL FASTENERS. SELF-ADHESIVE NAMEPLATES ARE NOT ACCEPTABLE. LETTERING SHALL BE 1/2" HIGH, BLACK TEXT ON WHITE BACKGROUND. B. ENGRAVED NAMEPLATES ATTACHED TO COMPONENTS SHALL IDENTIFY THE EQUIPMENT DESIGNATION, NAME OF THE "UPSTREAM" POWER SOURCE (AS APPLICABLE), VOLTAGE AND PHASE. CONDUCTORS A. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, #12 AWG MINIMUM. B. CONDUCTORS #12 AND #10 AWG SHALL BE SOLID; #8 AWG AND LARGER SHALL BE STRANDED. C. THE USE OF ALUMINUM CONDUCTORS IS NOT ACCEPTABLE. D. EXPOSED, INTERIOR FEEDERS: TYPE THHN-THWN, SINGLE CONDUCTORS IN CONDUIT. E. FEEDERS INSTALLED CONCEALED IN CEILINGS, WALLS, PARTITIONS: TYPE THHN-THWN, SINGLE CONDUCTORS IN CONDUIT. F. FEEDERS INSTALLED CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE AND UNDERGROUND: TYPE THHN-THWN, SINGLE CONDUCTORS IN PVC CONDUIT. G. EXPOSED, INTERIOR, BRANCH CIRCUITS: TYPE THHN-THW N, SINGLE CONDUCTORS IN CONDUIT. H. BRANCH CIRCUITS CONCEALED IN EXISTING AND NEW CEILINGS, WALLS, AND PARTITIONS: TYPE THHN-THWN, SINGLE CONDUCTORS IN CONDUIT. I. BRANCH CIRCUITS CONCEALED BELOW SLABS-ON-GRADE, AND UNDERGROUND: TYPE THHN- THWN, SINGLE CONDUCTORS IN CONDUIT. J. ACCEPTABLE MANUFACTURERS FOR CONDUCTORS: GENERAL CABLE COMPANY, CAROL, ANACONDA, ROME, SOUTHWIRE. K. CLASS 1 CONTROL CIRCUITS: TYPE THHN-THWN, IN CONDUIT. L. CLASS 2 CONTROL CIRCUITS: POWER-LIMITED PLENUM RATED CABLE, CONCEALED IN BUILDING FINISHES. M. THE USE OF NON-METALLIC-SHEATHED CABLE (TYPE NM) AND ARMORED CABLE (TYPE AC OR BX) IS NOT ACCEPTABLE N. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCH LOCK FOR #8 AWG AND SMALLER, THOMAS AND BETTS LOCK-TITE FOR #6 AND LARGER. O. PROVIDE #10 AWG CONDUCTORS FOR BRANCH CIRCUITS HAVING A CONDUCTOR LENGTH LONGER THAN 75 FEET. P. SIZE OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN WIRE GAGE (AWG - BROWN AND SHARPE). Q. INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT WHERE SPECIFIED OR INDICATED, FOR LOW-VOLTAGE WIRING OR, WHERE TYPE MC CABLE IS INDICATED, SPECIFIED AS ACCEPTABLE, OR BOTH. R. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA-70, BY INSTALLING CABLE SUPPORTS OR PLUG-TYPE CONDUIT RISER SUPPORTS, OR WIRE- MESH SAFETY GRIPS. S. INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODE. T. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED, PROPERLY SIZED, AND UL LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. U. WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM OF 3' FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF CONDUCTORS, AND COVER THE BOX. V. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 3 PERCENT. W. WHEN NEW CONDUCTORS ARE CONNECTED TO EXISTING CONDUCTORS, THE NEW CONDUCTORS SHALL BE OF THE SAME AWG, CONDUCTOR MATERIAL, INSULATION TYPE TEMPERATURE RATING,. ETC. AS THE EXISTING CONDUCTORS TO WHICH BEING CONNECTED. I. PULLBOXES AND JUNCTION BOXES THAT ARE CUSTOM FABRICATED FOR THE APPLICATION SHALL BE FABRICATED BY A SHOP/FACILITY THAT IS CERTIFIED BY A NRTL FOR THE FABRICATION OF SUCH ENCLOSURES. J. NEW OUTLET BOXES INSTALLED WITHIN NEW OR EXISTING STUD WALL CONSTRUCTION SHALL BE MOUNTED TO A STUD OR MOUNTED IN A BRACKET THAT SPANS STUD-TO-STUD, CADDY TSGB BRACKET OR APPROVED EQUAL. THE USE OF "OLD WORK" TYPE BOXES THAT. SECURE ONLY TO THE DRYWALL ARE NOT ACCEPTABLE. K. ACCEPTABLE MANUFACTURERS FOR BOXES: APPLETON, STEEL CITY, RACO. PANELBOARDS A. CIRCUIT BREAKERS SHALL HAVE A MINIMUM AMPERE INTERRUPTING CAPACITY (AIC) OF 10,000 AMPERES FOR 120/208V SYSTEMS, 14,000 FOR 277/480V SYSTEMS B. WHERE THE POWER SYSTEM STUDY IDENTIFIES AVAILABLE FAULT CURRENT VALUES AT EXISTING AND NEW PANELS THAT ARE HIGHER THAN THE MINIMUM AIC RATINGS SPECIFIED HEREIN, PROVIDE CIRCUIT BREAKERS IN THE PANELS THAT HAVE AIC RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT AT THE PANEL AS DETERMINED BY THE POWER SYSTEM STUDY. C. PROVIDE NEW CIRCUIT DIRECTORIES WITHIN NEW AND EXISTING PANELS TO REFLECT THE WORK OF THIS CONTRACT. DIRECTORY SHALL BE TYPEWRITTEN OR COMPUTER GENERATED. HANDWRITTEN CIRCUIT DIRECTORIES ARE NOT ACCEPTABLE. D. UTILIZE FINAL, OWNER ASSIGNED ROOM NAMES AND NUMBERS TO IDENTIFY SPACES WITHIN THE CIRCUIT DIRECTORIES. COMPLY WITH NEC 408.4 WHEN IDENTIFYING CIRCUITS IN CIRCUIT DIRECTORIES. E. PANEL CIRCUITS SHALL BE CONFIGURED SUCH THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES TO WITHIN 10% IN ACCORDANCE WITH N.E.C. REQUIREMENTS. F. ALL NEW AND EXISTING PANELBOARDS SHALL BE LABELED TO IDENTIFY THE AMOUNT OF FAULT CURRENT AVAILABLE AT THE PANEL AS DETERMINED BY THE POWER SYSTEM STUDY TO BE PERFORMED. LABEL SHALL BE MACHINE PRINTED, BLACK TEXT ON CLEAR, SELF ADHESIVE TAPE. INSTALL LABEL ADJACENT TO PANELBOARDS ENGRAVED NAMEPLATE. G. ALL NEW AND EXISTING PANELBOARDS SHALL BE LABELED TO IDENTIFY THE ARC FLASH HAZARD CHARACTERISTICS AT THE PANEL AS DETERMINED BY THE POWER SYSTEM STUDY TO BE PERFORMED. H. ALL “SPARE” CIRCUIT BREAKERS SHALL BE SET TO THE “OFF” POSITION. I. PROVIDE HANDLE TIES ON ALL MULTI-WIRE BRANCH CIRCUITS IN ACCORDANCE WITH NEC 210.4(B) J. WHEN NEW CIRCUIT BREAKERS ARE ADDED TO AN EXISTING PANEL, THE NEW CIRCUIT BREAKERS SHALL BE OF THE SAME MANUFACTURE AS THE EXISTING PANEL, SHALL BE OF A 'LETTER TYPE' COMPATIBLE WITH THE EXISTING PANEL SUCH THAT THE UL LISTING OF THE EXISTING PANEL IS MAINTAINED AND SHALL HAVE AN AIC RATING EQUAL TO OR GREATER THAN THE AIC RATING OF THE EXISTING OVERCURRENT PROTECTIVE DEVICES WITHIN THE EXISTING PANEL. C. THE COVERS OF ALL OUTLET AND JUNCTION BOXES INSTALLED ABOVE CEILINGS AND INSTALLED EXPOSED IN UNFINISHED SPACES SHALL BE LABELED TO IDENTIFY THE SERVING PANEL, VOLTAGE, PHASE AND CIRCUIT NUMBERS CONTAINED WITHIN THE BOX. LABEL SHALL BE LEGIBLY HANDWRITTEN WITH BLACK, FELT TIP PERMANENT MARKER. D. THE COVER PLATES OF ALL WIRING DEVICES SHALL BE LABELED TO IDENTIFY THE SERVING PANEL AND THE CIRCUITS SERVING THE DEVICE. LABELS SHALL BE MACHINE PRINTED, BLACK TEXT ON A CLEAR, SELF ADHESIVE LABEL. CONDUIT AND FITTINGS A. ALL INTERIOR AND EXTERIOR CONDUITS SHALL BE INSTALLED AND SUPPORTED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. B. MINIMUM CONDUIT SIZE SHALL BE ¾” TRADE SIZE. SWITCH LEGS SHALL BE ½” TRADE SIZE. C. WITHIN INTERIOR FINISHED SPACES, ALL CONDUIT SHALL BE INSTALLED CONCEALED WITHIN NEW AND EXISTING WALLS AND ABOVE NEW AND EXISTING CEILINGS. D. CONDUIT INSTALLED WITHIN THE INTERIOR OF THE BUILDING SHALL BE GALVANIZED ELECTRICAL METALLIC TUBING (EMT). CONDUIT FITTINGS FOR INDOOR EMT CONDUITS SHALL BE CAST METAL, COMPRESSION TYPE. E. EMT SHALL BE USED FOR INTERIOR FEEDERS AND BRANCH CIRCUITS INSTALLED EXPOSED IN UNFINISHED SPACES, CONCEALED ABOVE NEW OR EXISTING CEILINGS OR CONCEALED WITHIN EXISTING AND NEW INTERIOR PARTITIONS. F. CONDUITS INSTALLED EXPOSED ON THE EXTERIOR OF THE BUILDING SHALL BE GALVANIZED RIGID STEEL. FITTINGS SHALL BE THREADED TYPE. G. CONDUITS INSTALLED UNDER SLAB ON GRADE CONSTRUCTION SHALL BE RIGID NON-METALLIC (RNC), SCHEDULE 40 PVC. RNC COMPLYING WITH NEMA TC 2 AND UL 651 UNLESS OTHERWISE INDICATED. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL COMPLY WITH NEMA TC 3; MATCH TO CONDUIT TYPE AND MATERIAL. H. PROVIDE CONDUIT EXPANSION FITTINGS IN ALL CONDUIT RUNS THAT EXTEND ACROSS BUILDING EXPANSION JOINTS AND WHERE MOVEMENT MAY BE ENCOUNTERED. I. CONDUIT SHALL BE SUPPORTED FROM STRUCTURE ONLY. J. PVC CONDUIT SHALL ONLY BE USED BELOW GRADE. K. PROVIDE FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO VIBRATING EQUIPMENT WITHIN INTERIOR DRY LOCATIONS. MAXIMUM CONDUIT LENGTH SHALL BE 36 INCHES. L. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO VIBRATING EQUIPMENT IN WET OR OUTDOOR LOCATIONS. MAXIMUM CONDUIT LENGTH SHALL BE 36 INCHES. M. PROVIDE FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO RECESSED LIGHT FIXTURES (FIXTURE WHIPS). MAXIMUM CONDUIT LENGTH SHALL BE 72 INCHES. N. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT FOR FINAL ELECTRICAL CONNECTIONS TO FOOD SERVICE EQUIPMENT. O. CONDUITS THAT EXTEND UP TO THE ROOF LEVEL TO SERVE ROOF MOUNTED MECHANICAL EQUIPMENT INSTALLED ON A CURB SHALL BE ROUTED WITHIN THE EQUIPMENT CURB. COORDINATE ELECTRICAL WORK WITH MECHANICAL EQUIPMENT INSTALLER. P. PROVIDE CONDUIT SEALING FITTINGS IN ALL CONDUITS THAT EXTEND FROM NON-REFRIGERATED SPACES TO REFRIGERATED SPACES PER NEC 300.7(A). PROVIDE EXPANSION JOINTS FOR CONDUIT AS REQUIRED TO COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION. Q. ALL CONDUITS INSTALLED IN ASSOCIATION WITH THE WALK-IN COOLER FREEZER SHALL BE INSTALLED IN ACCORDANCE WITH THE WALK-IN MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. COORDINATE ALL CONDUIT INSTALLATION WITH WALK-IN EQUIPMENT INSTALLER. R. ACCEPTABLE MANUFACTURERS FOR GALVANIZED RIGID CONDUIT, EMT, FLEXIBLE METAL CONDUITS AND LIQUID-TIGHT FLEXIBLE METAL CONDUITS SHALL BE ALLIED, REPUBLIC, WHEATLAND, ELECTRI-FLEX AND ANACONDA. S. ACCEPTABLE MANUFACTURERS FOR CONDUIT FITTINGS SHALL BE THOMAS AND BETTS OR APPROVED EQUAL. TYPE MC CABLE A. A.TYPE MC CABLE: 600V, UNJACKETED: ANSI E119 AND E814, UL STANDARDS 44 OR 83 (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL INTERLOCKED ARMOR; THHM- OR XHHW-INSULATED CONDUCTORS; COLOR CODE: ICEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR. B. USES PERMITTED B.1.IN LIEU OF FLEXIBLE CONDUIT AND WIRING FROM LIGHT FIXTURES IN ACCESSIBLE CEILINGS TO JUNCTION BOXES (ATTACHED TO BUILDING STRUCTURE) ABOVE THE CEILING. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5' FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6' FEET IN UNSUPPORTED LENGTHS. B.2.FOR VERTICAL DROPS IN STUD WALLS. C. USES NOT PERMITTED: C.1.HOMERUNS TO PANELSBOARDS. C.2.WHERE EXPOSED TO VIEW. C.3.WHERE EXPOSED TO DAMAGE. C.4.HAZARDOUS LOCATIONS. C.5.WET LOCATIONS C.6.INSTALLED HORIZONTALLY WITHIN STUD WALL C.7.WHEN RESTRICTED OTHERWISE ABOVE, AND WHEN SPECIFICALLY DISALLOWED BY THE LOCAL AHJ, OWNER OR BOTH. CONDUCTOR COLOR CODING A. PROVIDE COLOR CODING SYSTEM AS LISTED BELOW FOR ALL FEEDERS AND BRANCH CIRCUITS AND USED AS A BASIS FOR BALANCING LOAD ON PANELS, AND TO BE PHASE IDENTIFICATION. B. COLOR CODING FOR CONDUCTOR #12 AWG THROUGH #6 AWG SHALL CONSIST OF COLOR CODED THERMOPLASTIC INSULATION OF THE COLORS SPECIFIED HEREIN. C. COLOR CODING FOR CONDUCTORS #8 AWG AND LARGER SHALL BE FIELD APPLIED SELF ADHESIVE TAPE OF THE COLOR SPECIFIED HEREIN FOR THE PARTICULAR PHASE. D. 120/208V: PHASE A--BLACK, PHASE B--RED, PHASE C--BLUE, NEUTRAL--WHITE, EQUIPMENT GROUND--GREEN, ISOLATED GROUND--GREEN WITH DISTINCTIVE WHITE OR YELLOW MARKINGS. BOXES AND FITTINGS A. ALL OUTLET BOXES SHALL BE UL LISTED AND LABELED FOR USE IN THE SPACE THEY OCCUPY AND THE PURPOSE THEY SERVE. B. SHEET METAL OUTLET AND DEVICE BOXES FOR DRY, INTERIOR APPLICATIONS: COMPLY WITH NEMA OS 1 AND UL 514A. C. CAST-METAL OUTLET AND DEVICE BOXES FOR EXTERIOR APPLICATIONS: COMPLY WITH NEMA FB 1, FERROUS ALLOY, TYPE FS OR FD, WITH GASKETED COVER. D. OUTLET BOXES INSTALLED WITHIN FIRE RATED ASSEMBLIES SHALL HAVE A FIRE RATING EQUAL TO OR GREATER THAN THE RATING OF THE WALL IN WHICH IT IS INSTALLED. E. OUTLET BOXES SHALL BE 4 INCHES SQUARE BY 2 1/8 INCHES DEEP , EXCEPT FOR 2" PARTITIONS SHALL BE AT LEAST 1-1/2" DEEP. F. OUTLET BOXES FOR VOICE AND DATA DEVICES SHALL BE 4 11/16 INCHES SQUARE BY 2 1/8 INCHES DEEP. G. ALL PULLBOXES SHALL BE CONSTRUCTED OF GALVANIZED STEEL, OF METAL GAUGE AND PHYSICAL SIZE AS REQUIRED BY THE N.E.C. FOR THE NUMBER AND SIZE OF CONDUITS AND CONDUCTORS ASSOCIATED WITH THE PULLBOX. H. FIXTURE OUTLET BOXES IN/OR ON CEILINGS SHALL NOT BE LESS THAN 1-1/2" DEEP OR LESS THAN 4" SQUARE. ALL OUTLET BOXES INTENDED TO SUPPORT FIXTURES SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS FASTENED THROUGH THE BOTTOM OF THE BOX WITH FOUR BOLTS. MATCH THE WIRING DEVICE. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: YP NO. DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM 11-05-25 E001 ELECTRICAL SPECIFICATONS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status · GFCI CIRCUIT BREAKER INSTALLED WITHIN THE PANEL FOR SERVICE TO THE CIRCUIT OR CIRCUITS. · GFCI CIRCUIT BREAKER INSTALLED WITHIN AN INDIVIDUAL ENCLOSURE EXTERNAL TO THE PANEL FOR SERVICE TO THE CIRCUIT. · DEAD-FRONT GFCI DEVICE INSTALLED IN A READILY ACCESSIBLE LOCATION AS DEFINED BY THE NEC (APPLICABLE TO 20 AMP, 120 VOLT CIRCUITS). · AN INDIVIDUALLY MOUNTED EXTERNAL SPECIAL PURPOSE GROUND FAULT CIRCUIT INTERRUPTER (SPGFCI) DEVICE SIMILAR TO “SHOCK BLOCK” PRODUCTS AS MANUFACTURED BY LITTLEFUSE, OR APPROVED EQUAL. · DEAD FRONT DEVICES SHALL BE BE LABELED TO IDENTIFY THE CIRCUIT AND THE LOAD SERVED BY THE DEVICE. TESTING A. PROVIDE ALL TESTS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. B. PROVIDE THE TESTS AS OUTLINED HEREINAFTER AND OTHER TESTS REQUIRED TO ESTABLISH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS AND SUITABLE OPERATION OF EACH SYSTEM. C. PROMPTLY CORRECT ANY FAILURES, DEFICIENCIES AND/OR DEFECTS REVEALED BY THESE TESTS. AFTER CORRECTING FAILURES, DEFICIENCIES OF DEFECTS, CONDUCT NEW TESTING TO VERIFY THAT THE DEFICIENCY HAS BEEN RECTIFIED AND THE SYSTEM IS FUNCTIONING PROPERLY. D. NEW AND EXISTING PANELBOARDS SHALL HAVE PHASE CURRENTS BALANCED TO WITHIN +/- 10% VARIATION BETWEEN AVERAGE PHASE CURRENT AND MEASURED INDIVIDUAL PHASE. E. AN OPERATIONAL TEST OF THE EMERGENCY LIGHTING/EXIT SIGNAGE SYSTEM SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER AND THE AUTHORITY HAVING JURISDICTION TO DEMONSTRATE PROPER OPERATION AND COMPLIANCE WITH APPLICABLE CODES AND SPECIFIED REQUIREMENTS. WARRANTY A. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND THE INSTALLATION TO BE FREE OF DEFECTS THAT MAY DEVELOP IN ANY PART OF THEIR WORK CAUSED BY FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT FAILURES, FOR A MINIMUM OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OR FOR AS LONG AS NORMAL EQUIPMENT MANUFACTURER WARRANTIES ARE IN EFFECT FROM THE DATE OF OWNER ACCEPTANCE OF THE PROJECT, WHICHEVER IS LATER. B. DURING THE ONE (1) YEAR WARRANTY PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR DEFECTS IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED UNDER THE WORK OF THE ELECTRICAL CONTRACT. RECEPTACLES A. RECEPTACLES SHALL BE 20 AMP, 125 VOLT, 2-POLE, 3-WIRE, GROUNDING TYPE, NEMA 5-20R WITH SCREW TERMINALS. HUBBELL 5362-W OR APPROVED EQUAL BY ONE OF THE ADDITIONAL MANUFACTURERS SPECIFIED HEREIN. B. GFCI RECEPTACLES SHALL BE 20 AMP, 125 VOLT, 2-POLE, 3-WIRE, GROUNDING TYPE, NEMA 5-20R FEED THROUGH TYPE CAPABLE OF PROTECTING DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, SOLID STATE GROUND FAULT SENSING AND SIGNALING, 5 MILLIAMP TRIP LEVEL, NEMA 5-20R WITH SCREW TERMINALS. HUBBELL GF5362-X OR APPROVED EQUAL BY ONE OF THE ADDITIONAL MANUFACTURERS SPECIFIED HEREIN. C. ISOLATED GROUND RECEPTACLES SHALL BE ORANGE, 20 AMP, 125 VOLT, 2-POLE, 3-WIRE, GROUNDING TYPE, NEMA 5-20R WITH SCREW TERMINALS. HUBBELL IG-5362-W OR APPROVED EQUAL BY ONE OF THE ADDITIONAL MANUFACTURERS SPECIFIED HEREIN. D. PROVIDE SPECIAL PURPOSE RECEPTACLES HAVING NEMA CONFIGURATIONS THAT MATE AND MATCH THE NEMA PLUG CONFIGURATION PROVIDED WITH THE EQUIPMENT TO BE CONNECTED. E. COVER PLATES FOR EXTERIOR RECEPTACLES SHALL BE RATED FOR “WEATHERPROOF WHILE IN USE”. F. DEVICE COLOR SHALL BE AS SELECTED BY THE OWNER/ARCHITECT. G. QUAD RECEPTACLES SHALL CONSIST OF (2) DUPLEX RECEPTACLES INSTALLED IN A SINGLE BOX UNDER A SINGLE COVER PLATE. H. RECEPTACLES SHALL BE INSTALLED SURFACE MOUNTED IN UNFINISHED SPACES, FLUSH MOUNTED IN FINISHED SPACES. I. ADDITIONAL ACCEPTABLE MANUFACTURERS FOR SWITCHES AND RECEPTACLES: LEGRAND, LEVITON. GFCI PROTECTION: A. ALL KITCHEN SINGLE PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50 AMPS OR LESS AND THREE PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 100 AMPS OR LESS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL IN ACCORDANCE WITH NEC 210.8, (B), (1) - (10), OR THE EQUIVALENT REQUIREMENT WITHIN THE APPLICABLE ELECTRICAL CODE. B. THE “GFCI” NOTATION AT A DEVICE OR CIRCUIT BREAKER INDICATES THAT GFCI PROTECTION SHALL BE PROVIDED FOR THE CIRCUIT OR CIRCUITS INDICATED. GFCI PROTECTION SHALL BE PROVIDED BY ONE OF THE FOLLOWING MEANS: · INTEGRAL GFCI PROTECTION WITHIN THE DEVICE (NEMA 5-20R RECEPTACLES), WHEN THE DEVICE IS ABLE TO BE INSTALLED IN A READILY ACCESSIBLE LOCATION AS DEFINED BY THE APPLICABLE ELECTRICAL CODE. 20 2 4 D X U - A R C H I T E C T S A l l r i g h t s r e s e r v e d . © SEAL PROJECT TEAM MUNICIPAL APPROVAL STAMP THESE DRAWINGS ARE CONFIDENTIAL AND SHALL BE IN THE POSSESSION OF AUTHORIZED INDIVIDUALS ONLY. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DxU ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION SHEET TITLE & NUMBER CLIENT PROJECT PROJECT NUMBER: APPROVED BY: KKDRAWN BY: YP NO. DATE ISSUE OWNER METHOD ART CORP CONTACT: BRYNN MINER (P) 714.599.1112 EMAIL: MYCAVALIERS@HOTMAIL.COM 11-05-25 E002 ELECTRICAL SPECIFICATONS 7-ELEVEN WIN COFFEE 1700 E DYER ROAD SANTA ANA, CA. 92705 STORE# 33155 24-675 Project Status 1 1 City Comments CITY OF SANTA ANA Planning and Building Agency AMkf 4%k IMAGING SERVICES GC ? MANAGEMENT v TECH DECEMBER 10, 2025 TO: CITY OF SANTA ANA DEPT OF BUILDING & SAFETY 20 CIVIC CENTER PLAZA ROSS ANNEX, M-20 SANTA ANA, CA 92701 FROM: APEX IMAGING SERVICES 720 INDIGO COURT POMONA, CA 91767 CA STATE LICENSE #467624 RE: 7-ELEVEN 1700 E DYER ROAD SANTA ANA, CA 92705 Approved FOR PERMIT ISSUANCE Master ID: Date: THIS LETTER SERVES AS A FORM OF AUTHORIZATION FOR JASMIN RODRIGUEZ, PROJECT COORDINATOR, REPRESENTING APEX IMAGING SERVICES, TO APPLY AND/OR ACQUIRE FOR ANY BUILDING LICENSE, PERMITS OR CONTRACTORS REGISTRATION, THAT MIGHT BE REQUIRED FOR THE PROPERTY LOCATED AT: 1700 E DYER ROAD SANTA ANA, CA 92705. IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO CALL US AT OUR MAIN OFFICE AT (909) 593 - 9539. SINCERE KATHLEEN J. HARGRAVE SECRETARY/PRESIDENT APEX IMAGING SERVICES 720 Indigo Court Pomona, CA 91767 6� (909) 593-9539 0 Apex[ magi ngServices.com CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE ACKNOWLEDGMENT Master ID: Date: A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On December 10, 2025 before me, Samantha Jimenez - Notary (insert name and title of the officer) personally appeared Kathleen J. Hargrave- President/Secretary who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. �.'tjHA jj 111` 1 gZ4986. Fiyi � Rry P0,6 F� L OF, WITNESS my hand and official seal. u ti o r a ' C,[IFOVL �(.w °m C'44/FOPN�P O �b , Signature (Seal) o� Angeles Co 3; g ��� Exp. N°` ``�� 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