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HomeMy WebLinkAbout1001 S Grand - Service Meter - PlanCITY OF SANTA ANA PROJECT DATA manningan 11cliro ge y WALL MOUNTED (E) BUILDING WALL zN ACCESSIBILITY SIGN PER SITE 1001 S Grand Ave. L.L C) 11 B-502.6. SEE ADDRESS C A 2 705 DETAIL 2Santa❑ o? Ana,Ain) w 36 MIN. WARNING E SIGN o 11 B-705.1.2) OWNER PEPAM I I I I 11VIIIII 12;/ N a) LEGAL APN: 402-322-01 /'�j C P-BOOK: 37 PAGE: 7 PAR: 1 U z Q PROVIDE WHEEL STOP IF SCOPE OF WORK W z c SIDEWALK IS 4' WIDTH (WHEEL 00 N < 0 2 J op STOP NOT REQ'D FOR WALK WIDTH 6' OR GREATER) O cv CONC. WALK V Q Q c}�]-ELECTRICAL WORK:`� n/ = U a) G R A Al D A V E _ _ _ _ _ _ _ _ REMOVE EXISTING 800A SERVICE, INSTALL NEW 20 OAMI08g$0r /,•INSTALL , LLU %LLj LLl 0000 ®a0aa0®®®®®®do ®00@% @0a AND DRY TRANSFORMER 75 KVA a e. U CV z 00000 000 @00000000 00000®®®0®®®®®000000000000000 r 0 0 0 0 0 0 0 0 0 0 0 0 %0 0 0 00 0 0 0 0 0 0 r Q o 0 0 a 0 0 0 0 0 0 0® ® ® 0 0 0 0 0 0 0 -MISC: r� N o NEW CONC. PAD FOR TRANSFORMER WITH PROTEC (E) ZERO CURB A 6 CHAIN LINK AT ACCESS AISLE N U) 3" PAINT STRIPE TYP. 481.00' VICINITY MAP 3'x3' PAINTED INTL. H/C SYMBOL, L' z I PLACED SO THAT IT IS VISIBLE , ,� „ ao (E) The Auto Service 'Q w No. C 43205� M 12 H MIN. WHITE I 2 I WHEN CAR IS PARKED. \ 4` LETTERING 5 LANDSCAPE U 4 Wheel Parts Santa a -�4 Exp.3/31/26 � PER SEC. 1 129B.5 I Tecta America ° �Warw NOTE: WHEELCHAIR WITH V ACCESSIBLE VAN ACCESSIBLE 1 Off Road & 4X4 Parts J�ql C Iv 0- NOTE: PROFILE gg Southern California... �Shop At4WPNear You >FOF CA1.\FO TO BE PAINTED IN WHITE NO � �E�WakefiamAve���E Wakeham we WITH BLUE BACKGROUND � PARKING � � � I I TYP. SEE DIET 3 I (E) PARKING 131_ NOTE: EQ EQ7-1 MAX. SLOPE FOR SURFACE LOT WAREHOUSE © 1ao -C-4 ' < LJ Mj AREAS OF 9 -0 8 -0" VAN 9'-0 I o Electrolu �Q-)I0 CONTRACTOR OWNER rgy ACCESSIBLE PARKING 5'-O" MIN. AT TYP. I 12s 3 I `"' a � AREAS, INCL. ACCESS F�l I ACCESSIBLE PARKING STALL) _ _ _ = 1 -� L On Call Event Rentals Ql AISLES, SHALL BE I - - 2% MAX. �Mormaridy+Pl Normandy=Ph ----- E 1-STY Building Patagonia I Eve da Flowers g Supplies i - -- y EXISTING ADA PARKING STALL DETAIL. (FIELD VERIFY) TILT -UP Al I BUILDING I r- 17" I 1 30,000 S.F. (E) PARKING 20= _ _ MIN. LOT 6 McDonald'sCL $ 1" HIGH (MIN.) CD J J-i m MC LETTERING. Ave_ LETTERING. (TYP.) CD 10 10I ve y Calibeo 9" VERIFY SIZE, COLOR, Lri 4 OFFICE McFaddenTAM. WORDING, ETC. W/ UNAUTHORIZED VEHICLES f r71 I I n *• TRAFFIC ENGINEERING PARKED IN DESIGNATED I ®' John F. Kennedy a Sce Chesnut substation P DEPT. ACCESSIBLE SPACES NO 84 U Elementaarry School County ��JJ DISPLAYING DISTINGUISHING f! PROJECT METAL SIGN WITH PLACARDS OR LICENSE x r I i PORCELAIN ON L O x ROUNDED CORNERS N Z PLATES ISSUED FOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 116 N PERSONS WITH DISABILITIES STEEL SIGN WITH ° o MAY BE TOWED AWAY AT REFLECTORIZED I o O x I 170 SHEET INDEX ACCESSIBLE 1 OWNER'S EXPENSE. TOWED TEXT.(TYP.) I @ 179 I El 0 11 m 155 I Q PARKING /4" WIDE BORDER VEHICLES MAY BE I I I ® I Al SITE PLAN L J LINE AT ALL SIDES RECLAIMED BY ® ® ® ® ® I x S1 FLOOR PLAN & STRUCTURAL DETAILS & NOTES ^ Q (V TELEPHONING 000-0000 . . . . . . i& WHITE OCCUPANT ON 13 I-x-x-x EO.O GENERAL ELECTRICAL NOTES DARK BLUE (E) PARKING I - - - x EO.1 CONSTRUCTION ELECTRICAL PLANS L1J PERMIT ONLY BACKGROUND 3" ROUND. GALVANIZED 3 LOT 3 > N C� S250.00 FI STEEL PIPE I AREA OF E0.2 ELECTRICAL SPECIFICATIONS c? COLUMN SET 2'0" I 90 o PROPOSED 106 1 - E1.0 ELECTRICAL POWER PLAN o `` INTO 12" x 3'0" ® ® 00 E2.0 ELECTRICAL DIAGRAMS & PANEL SCHEDULE TO F/rV DARK BLUE TEXT ON m DEEP CONC. FTG. EXTERIOR Q 00 WHITE BACKGROUND a CV SURFACE FINISH PAVING WORK U jL 63 56 55 40 I ` 00 ACCESSIBLE SEE PLAN FOR 64 (E) YARD z 2 MOUNTED PARKING SIGN 3 ADDITIONAL E PARKINGSIGNc/� Q O APPLICABLE CODES � � Al Al 1 Q ALL DESIGN AND PLANS BASED ON THE 2022 CALIFORNIA BUILDING CODE (CbC), Q 2022 CALIFORNIA PLUMBING CODE (CPC), 2022 CALFORNIA MECHANICAL CODE (CMC), O 39 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022 CALIFORNIA ENERGY CODE and U 17 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) Q C) GENERAL ACCESSIBILITY NOTES C. WALKS 485'00 ' A. HANDICAPPED PARKING SPACES B O L D I N G DATA 1. SPACES SHALL BE SO LOCATED THAT HANDICAPPED PERSONS 1, WALKS SLOPING GREATER THAN 1 IN 20 (5%) MUST COMPLY WITH REQUIREMENTS FOR RAMPS. SEE 10/ A10.1 J ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 2. WALK WIDTH SHALL BE 48" MINIMUM. TYPE OF CONSTRUCTION IIIA 2. SINGLE PARKING SPACE SHALL BE 9 FT. WIDE x 18 FT. WITH AN 3. WALKS WITH SLOPES 6% OR GREATER SHALL HAVE SLIP RESIS- ADJACENT 5 FT, WIDE LOADING AREA ON THE PASSENGER SIDE TANT (BROOM) FINISH. OCCUPANCY GROUP S / B OF THE VEHICLE. 4. THE MAXIMUM CROSS SLOPE SHALL NOT EXCEED 1/4" PER FOOT. WAREHOUSE / OFFICE SHEET CONTENT 3. DOUBLE PARKING SPACES SHALL BE 23 FT. WIDE x 18 FT. WITH A 5 FT. LOADING AREA BETWEEN THE TWO 9 FT, VEHICLE SPACES. 5. GRATINGS ARE DISCOURAGED WHENEVER POSSIBLE. SITE PLAN SPRINKLED: YES 4. MAXIMUM SLOPE OF PARKING SURFACE IN ANY DIRECTION 6, AT EACH DOOR OR GATE A 60"x60" LEVEL AREA IS REQUIRED SHALL NOT EXCEED 1/4" PER FOOT. WHEN THE DOOR SWINGS TOWARD THE WALK. STORIES: 1 5. PARKING SPACE(S) SHALL BE IDENTIFIED BY SIGN WITH THE 7. A 24" CLEAR SPACE IS REQUIRED ON THE STRIKE EDGE SIDE OF INTERNATIONAL SYMBOL OF ACCESSIBILITY (FIG. C. 1 /A-10.1) A DOOR OR GATE SWINGING OVER A WALK. MOUNTED ON A POST OR WALL IN FRONT OF THE SPACE. SIGN Revision SHALL BE REFLECTIVE, WHITE WITH A DARK BLUE BACKGROUND, 8. A 48"x44" DEEP LEVEL AREA IS REQUIRED WHEN THEN DOOR OR NOTES By: AT LEAST 70 SQUARE INCHES AREA, AND MOUNTED Date ABOVE GATE SWINGS AWAY FROM THE WALK. GRADE WHEN POST IS IN A PATH OF TRAVEL, OR 36" ABOVE VE GRADE FOR WALL MOUNTING. 12/1/2025 D. PEDESTRIAN RAMPS ® SITE PLAN KEYNOTES PLAN CHECK AL 6. IN ADDITION, SURFACE OF PARKING SPACE(S) SHALL BE IDEN- 1. A PATH OF TRAVEL WITH A SLOPE GREATER THAN 1 IN 20 SHALL 1 VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. TIFIED BY EITHER OF THE FOLLOWING SCHEMES: BE CONSIDERED A RAMP. A. OUTLINING OR PAINTING SPACE IN BLUE WITH CONTRAST- SITE PLAN NOTES: PARKING ANALYSIS 2 IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL 2. THE MAXIMUM SLOPE SHALL BE 1 IN 12. EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS ING COLOR PROFILE VIEW OF WHEELCHAIR W/ OCCUPANT, 1 EXISTING AC PAVING OR 3, RAMP WIDTH SHALL BE 48" MINIMUM. 1NO ABRUPT CHANGES IN ELEVATION ALONG THE BUILDING AREA= 30,000 S.F. TO NOTIFY THE OWNER AT ONCE UPON DISCOVERY OF ANY OMISSIONS . B. INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON 4. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF RAMPS : 2 EXISTING LANDSCAPING OR CONFLICTS IN THE DRAWINGS. BLUE BACKGROUND, 36" x 36", VISIBLE WHEN VEHICLE A. BOTTOM LANDINGS SHALL BE MINIMUM OF 72" IN THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OFFICE AREA= 2,250 S.F. 1 IS PARKED. DIRECTION OF TRAVEL. OF TRAVEL SHALL NOT EXCEED 5% AND 2% CROSS SLOPE, FilEXISTING ADA ACCESSIBLE PARKING STALL DA 3 PREPARATION OF BUILDING SITE SHALL BE PER SECTION 3304 CBC (ALL 7. EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR EACH B. TOP LANDING SHALL BE 60" x 60" MINIMUM. (FIELD VERIFY) WAREHOUSE AREA= 27,750 S.F. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH HANDICAPPED PARKING SPACE(S) SHALL HAVE A SIGN, PROVIDE DETECTABLE WARNING SURFACE AT ZERO CURB OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND TO BE 17" X 22", STATING THAT UNAUTHORIZED VEHICLE PARKING IN C. WHEN DOOR SWINGS ONTO TOP LANDINGS, THE MINIMUM 2. THE ENTRANCE DOORS, LEADING TO THE PROPOSED HANDICAPPED SPACE(S) MAY BE SUBJECT TO TOW. DEPTH OF LANDING IS THE DOOR WIDTH PLUS 42". El BY THE BUILDING) AREA OF REMODEL COMPLY WITH THE HANDICAP SPACES REQUIRED SPACES PROVIDED EXISTING RAMP 8. VERTICAL CLEARANCES TO ENTRANCE AND WITHIN ACCESSIBLE D. WHEN DOOR SWINGS ONTO THE TOP LANDING, THE ACCESS REQUIREMENTS. INSPECTOR TO VERIFY. LEVELS OF PARKING STRUCTURE SHALL BE 8 FT. 2 IN. TO ANY WIDTH OF LANDING SHALL EXTEND 24" PAST THE STRIKE 2,250 333.33 ENGINEER OF RECORD STRUCTURAL MEMBER, DUCT OR PIPE, EDGE OF DOOR FOR EXTERIOR RAMPS, OR 18" PAST THE 3. AN ADDITIONAL SIGN STATING 3250 MINIMUM FINE" STRIKE EDGE FOR INTERIOR RAMPS. BELOW THE SYMBOL OF ACCESSIBILITY WILL BE OFFICE = 7 SPACES Date: 8.13.25 B. CURB RAMPS 5. A 60" INTERMEDIATE LANDING IS REQUIRED AT EACH 30 INCH PROVIDED. ss(1129B.4) SHUCRI I. YAGHI VERTICAL CHANGE, AND A 72" LANDING IS REQUIRED AT EACH 27,750 / 1000 Scale: AS NOTED 1_ CURB RAMPS SHALL BE LOCATED WHEREVER PEDESTRIAN PATHS DIRECTION CHANGE OVER 30 DEGREES. 4. THE BORDER OF THE ACCESS AISLE SHALL BE PAINTED BLUE. WAREHOUSE 112 E. CHAPMAN AVE CROSS ACURB. = 28 SPACES 6. RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP WHEN 5. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON SUITE "D" 2. CURB RAMP SHALL BE A MINIMUM OF 48" WIDE, WITH MAXIMUM SLOPE EXCEEDS 1 IN 15, ORANGE, CA 92866 Drawn by: AL SLOPE OF 1 IN 12. FLARED RAMP SIDES SHALL HAVE A MAXIMUM ALL ACCESSIBLE ENTRANCES. 193 SPACES PH (714) 997 9120 SLOPE OF 1 IN 10. 7. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 30" TO 34" TOTAL = 35 SPACES ABOVE RAMP SURFACE, WITH 12" EXTENSIONS BEYOND TOP AND 6. CONTRUCTION IN THE PUBLIC RIGHT OF WAY AND PROJECTION IT INCLUDES (5) FX (714) 744 3676 Job: XXXXXX 3. A LEVEL MIN. DEPTH LANDING IS REQUIRED AT TOP OF CURB BOTTOM SLOPE, AND THE ENDS RETURNED. BEYOND THE PROPERTY LINE/S OR INTO THE ALLEYS SHALL ADA ACCESSIBLE RAMP OVER ENTIRE CURB RAMP WIDTH, $, HANDRAILS SHALL BE 1-1/4" TO 2" DIAMETER IN CROSS SECTION, 4. IF LANDING DEPTH LESS THAN 48" IS PROVIDED, THE SLOPE OF WITH A MINIMUM 1-1/2" CLEARANCE FROM ADJACENT WALL. COMPLY WITH CBC CHAPTER 32 SPECIAL INSPECTIONS REQUIRED File: XXXXXX FLARED SIDES SHALL NOT EXCEED 1 IN 12. 9, WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT 7. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, LEGEND 5. RAMP SURFACE IS TO BE SLIP RESISTANCE. OTHERWISE BOUNDED BY WALLS, EITHER A 2" HIGH CURB OR REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY 6. BORDER MARKINGS AT RAMP TOP AND SIDES SHALL BE 12" WIDE GUIDE RAIL CENTERED 2 TO 4 INCHES ABOVE THE RAMP SURFACE CALFORNIA BUILDING CODE CHAPTER 32. s 3306 REQUIRED. SEE SHEET S1 OF I" x I" GROOVES SPACED 3/4" APART. IS REQUIRED ON EACH SIDE. ( ) E. HAZARDS ...... EXISTING ACCESSIBLE ROUTE 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" ADJACENT TO SEE GENERAL ACCESSIBILITY NOTES WALKS, EXCEPT BETWEEN WALKS AND ADJACENT STREETS OR A- I DRIVES, SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING 6" ABOVE WALK SURFACE_ SITE PLAN 1/32"=1'-0" SHEET NO. 1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE INCLUSIVE OF CITY OF SANTA ANA AMENDMENTS, PERTINENT NFPA CODES AS WELL AS ALL RULES AND REGULATIONS OF LOCAL, STATE AND, FEDERAL AUTHORITIES HAVING JURISDICTION. 2. THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE MAIN CONTRACT CONDITIONS, ELECTRICAL SPECIFICATIONS (DIVISION 26), THE MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS, THE ARCHITECTURAL DRAWINGS, THE STRUCTURAL ENGINEER'S DRAWINGS, THE TELECOMMUNICATIONS, AUDIO VISUAL AND SECURITY DRAWINGS (DIVISION 27 AND 28). 3. CONTRACTOR SHALL EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER & TO THE SATISFACTION OF THE CONSULTING ENGINEER, WHO WILL INTERPRET THE MEANING OF THE DRAWINGS AND SPECIFICATIONS AND SHALL HAVE THE POWER TO REJECT ANY WORK AND MATERIALS WHICH, IN THEIR JUDGMENT, ARE NOT IN FULL ACCORDANCE THEREWITH. 4. THE DRAWINGS SHOW THE VARIOUS CONDUIT AND PIPING SYSTEMS SCHEMATICALLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY JUNCTION BOXES, PULL BOXES, SUPPORT AND ACCESSORIES TO MEET APPLICABLE CODES, BUILDING STANDARDS AND FULFILL CONTRACT DOCUMENTS. NO ADDED COMPENSATION WILL BE PERMITTED FOR VARIATIONS DUE TO FIELD CONDITIONS. 5. DO NOT SCALE FROM THE DRAWINGS, IF IN DOUBT, REQUEST FURTHER INFORMATION. 6. REFER TO THE ARCHITECTURAL DRAWINGS FOR SETTING OUT AND MOUNTING HEIGHT DETAILS OF ALL DEVICES, SWITCHES, ETC. 7. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR THE SETTING OUT OF ALL CEILING MOUNTED COMPONENTS. 8. ALL AREAS ASSOCIATED WITH WORK TO BE PERFORMED SHALL BE EXAMINED PRIOR TO BID SUBMISSION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CONDITIONS FOUND DURING INSTALLATION. 9. CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIALS, AND APPURTENANCES REQUIRED FOR THE INSTALLATION AND TESTING OF ALL EQUIPMENT AND APPLIANCES INDICATED IN THESE DOCUMENTS. CONTRACTOR SHALL COMPLETE ALL WORK AND VERIFY THE OPERATION OF ALL EQUIPMENT IN A MANNER SATISFACTORY TO THE ARCHITECT AND ELECTRICAL CONSULTING ENGINEER. 10. WHERE CONDUIT, CABLE, CABLE TRAY OR OTHER ELECTRICAL EQUIPMENT SUCH AS CUTOUT BOXES, LUMINARIES OR PANELBOARDS, PENETRATE RATED ASSEMBLIES, FIRE BARRIERS, FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS, OR SMOKE PARTITIONS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN APPROPRIATE FIRE OR SMOKE STOPPING SYSTEM THAT IS LISTED BY UNDERWRITERS LABORATORIES OR COMPLIES WITH THE APPROPRIATE ICC EVALUATION REPORT AND DOES NOT REDUCE THE RATING OF THE ASSEMBLY. ALL THROUGH AND MEMBRANE PENETRATIONS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. ALL ACCESS PANELS SHALL BE APPROVED AND LISTED FOR THE ASSEMBLY IN WHICH THEY ARE BEING INSTALLED. COMPLY WITH ALL REQUIREMENTS OF DIVISION 26 SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR RATINGS OF ALL ASSEMBLIES. CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. 11. CONDUIT RUNS INDICATED ON PLAN ARE FOR REFERENCE ONLY. EXACT LOCATIONS AND ELEVATIONS SHALL BE DETERMINED AFTER COORDINATING WITH OTHER TRADES AND THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL SUPPLY, AS PART OF THEIR SHOP DRAWING SUBMISSION, THE EXACT LOCATION OF ALL CEILING MOUNTED EQUIPMENT AND CONDUIT RUNS, INCLUDING THE PROPOSED LOCATIONS AND THE MEANS OF SUPPORT. PROVIDE THE ARCHITECT AND STRUCTURAL ENGINEER THE ANTICIPATED LOAD AT THE POINTS OF ATTACHMENT PRIOR TO COMMENCEMENT OF WORK. 12. CONTRACTOR SHALL VERIFY THE ELECTRICAL REQUIREMENTS OF ALL NEW EQUIPMENT TO BE USED. ALL SPECIAL PURPOSE OUTLETS INDICATED ON PLAN SHALL BE VERIFIED WITH THE EQUIPMENT MANUFACTURER AND OWNER PRIOR TO INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL ENSURE PROPER WIRING AND COMPATIBILITY WITH ATTACHMENT PLUGS OR JUNCTION BOXES THAT MAY BE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT. 13. ALL RECEPTACLES SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF EQUIPMENT RECEPTACLES WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENTS, THE OWNER, AND THE AUTHORITY HAVING JURISDICTION. 14. CONTRACTOR SHALL PROVIDE DISCONNECTS FOR ALL EQUIPMENT AS REQUIRED BY THESE DOCUMENTS AND THE ADOPTED CODES. COORDINATE ALL REQUIREMENTS AND LOCATIONS WITH THE AUTHORITY HAVING JURISDICTION, THE VENDORS APPROVED SHOP DRAWINGS AND FINAL EQUIPMENT LOCATIONS. 15. CONTRACTOR SHALL COORDINATE ALL LOCATIONS AND HEIGHTS OF STUB-UPS AND STUB-OUTS AS WELL AS ALL OUTLETS IN FIELD. 16. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE ACCORDING TO VENDOR'S APPROVED SHOP DRAWINGS AND THE LISTING OF THE EQUIPMENT. 17. ALL WORK AND/OR EQUIPMENT INSTALLED OUTDOORS SHALL BE APPROVED FOR USE IN WET LOCATIONS. 18. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BE TESTED AND ADJUSTED TO WORK PROPERLY AND BE IN PERFECT OPERATING CONDITION. THIS SHALL INCLUDE MEG-OHM TESTING BETWEEN PHASES, BETWEEN EACH PHASE AND THE GROUNDED CONDUCTOR, AND EACH PHASE AND THE EQUIPMENT GROUND FOR ALL FEEDERS, TAPS, SECONDARY CONDUCTORS , SWITCHBOARDS AND PANELBOARDS. FURNISH ALL TEST RESULTS TO THE ELECTRICAL CONSULTING ENGINEER FOR REVIEW PRIOR TO ENERGIZING EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL CORRECT ANY DEFECTS IDENTIFIED THOUGH THIS TESTING. 19. PROVIDE ISOLATED GROUND TYPE OUTLETS WHERE THE "IG" SUBSCRIPT IS INDICATED. 20. WALL-MOUNTED OUTLETS, SWITCHES, AND CONTROL DEVICES, SHOULD BE MOUNTED AT THE HEIGHTS INDICATED IN THESE DOCUMENTS. THE ELECTRICAL CONTRACTOR SHALL VERIFY AND FULLY COMPLY WITH, ALL AMERICANS WITH DISABILITIES REQUIREMENTS AND MEET ALL REQUIREMENTS ESTABLISHED BY THE HOUSING AND URBAN DEVELOPMENT (HUD) STANDARDS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 21. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY OF SANTA ANA RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE CITY OF SANTA ANA, DEPARTMENT OF BUILDING AND SAFETY. 22. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE MANDATED BY THE CALIFORNIA ELECTRICAL CODE ABOVE OR BELOW ELECTRICAL EQUIPMENT. 23. ADEQUATE CLEARANCE AROUND AND ABOVE ELECTRICAL EQUIPMENT SHALL BE MAINTAINED PER CALIFORNIA ELECTRICAL CODE SECTION 110.26. 24. ALL GROUNDING ELECTRODES THAT ARE PRESENT AT EACH BUILDING AND STRUCTURE, INCLUDING THE PHOTOVOLTAIC SYSTEM, SHALL BE BONDED TOGETHER. 25. ALL WORK TO COMPLY WITH 2022 C.E.C. AND 2022 ENERGY EFFICIENCY STANDARDS. 26. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNDERGROUND CONDUCTORS AT THE POINT OF DISTRIBUTION PER C.E.C. 210.4 [B]. 27. G.F.C.I. PROTECTION REQUIRED FOR APPLIANCES IN DEDICATED SPACES AND RECEPTACLES NOT READILY ACCESSIBLE PER C.E.C. 210.8 [A]. 28. G.F.C.I. PROTECTION IS REQUIRED FOR ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS AND WITHIN 6-FEET OF SINKS AS PER C.E.C. 210.8 [B]. 29. 125V, 15 AND 20 AMP RECEPTACLES ARE REQUIRED, PER C.E.C. 406.12, TO BE LISTED AS TAMPER RESISTANT. 30. PROVIDE CARBON MONOXIDE ALARMS IN DWELLING UNITS WHERE FUEL BURNING APPLIANCES ARE INSTALLED AND/OR IN DWELLING UNITS WITH ATTACHED GARAGES PER C.R.C. R315.2. 31. PROVIDE "ARC-FLASH" LABELING ON SWITCHBOARDS, DISTRIBUTION BOARDS AND PANELBOARDS. 32. ALL NEWLY CONSTRUCTED MULTITENANT BUILDING ARE REQUIRED TO COMPLY WITH THE PHOTOVOLTAIC REQUIREMENTS IN CEnC 140.10(A) IF THE UTILITY PROVIDES EITHER A VIRTUAL NET METERING (VNEM) OR COMMUNITY SOLAR PROGRAM. THE ELECTRICAL CONTRACTOR AND EQUIPMENT MANUFACTURER SHALL PROVIDE PROVISIONS FOR THE CONNECTION OF CONDUCTORS TO THE EQUIPMENT TO COMPLY WITH THE LISTING OF THE EQUIPMENT AND THE CALIFORNIA ELECTRICAL CODE. 33. UPON COMPLETION OF THIS PROJECT, PROVIDE THE PROJECT OWNER WITH AN APPROVED COPY OF THE CERTIFICATE OF OCCUPANCY AND OR A COPY OF THE FINAL APPROVAL OF THE ELECTRICAL SYSTEM. GENERAL NOTES 1. ALL CONDUIT AND CABLE "HOME RUNS" SHALL CONSIST OF A SINGLE CIRCUIT PER CONDUIT FOR THREE PHASE CIRCUITS, AND SINGLE PHASE CIRCUITS SERVED BY AN OVERCURRENT PROTECTIVE DEVICE (OCPD) IN EXCESS OF 20 AMPERES SINGLE POLE. 2. WHERE WIRE AND CONDUIT BRANCH CIRCUITS SHARE A CONDUIT HOME RUN, (OCPD LESS THAN OR EQUAL TO 20 AMPERES SINGLE POLE) THERE SHALL BE A MAXIMUM OF THREE CIRCUITS COMBINED IN A SINGLE RACEWAY TO THE PANELBOARD, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE DE-RATED PER CALIFORNIA ELECTRICAL CODE. COMBINING OF MULTIPLE HOME RUNS (MORE THAN THREE) IN A SINGLE CONDUIT IS NOT PERMITTED. WITH THE EXCEPTION OF FURNITURE FEED TYPE WIRING SYSTEMS THE SHARING OF NEUTRALS AND GROUNDING CONDUCTORS BETWEEN CIRCUITS IS NOT PERMITTED. 3. CONTRACTOR SHALL VERIFY PHASE LOAD BALANCING ON POWER PANELS UPON COMPLETION OF THE ELECTRICAL INSTALLATION. INCLUDE RE-DISTRIBUTION OF CIRCUITS WITHIN PANELS TO BALANCE WITHIN A 10% WINDOW (±5%). 4. UNLESS OTHERWISE NOTED ALL BRANCH CIRCUITS SHALL BE 20-AMPERE DEDICATED CIRCUITS WITH 3/4"C, #12, #12N, #12G MINIMUM. 5. ALL CIRCUITS TO HAVE BOTH CONDUCTORS AND GROUND WIRE HOME RUN TO SERVICE PANEL. 6. ALL FEEDER AND BRANCH CIRCUIT WIRING SHALL BE A MINIMUM SIZE OF AWG #12. METAL CLAD (MC) CABLING IS PERMITTED 7. RIGID STEEL CONDUITS: 7.1. USE FOR ALL SIZES WHERE DIRECTLY EXPOSED TO WEATHER; WHERE SUBJECT TO ABNORMAL CONDITIONS OF HEAT, COLD, MOISTURE, HUMIDITY, FUMES AND HAZARDOUS ELEMENTS; WHERE INSTALLED EXPOSED BELOW 7-1/2', IN AREAS WHERE SUBJECT TO MECHANICAL INJURY. USE FOR ALL CONDUIT IN ALL ELECTRICAL AND MECHANICAL EQUIPMENT ROOMS; FOR LOW VOLTAGE (UP TO 600 VOLTS) FEEDERS INSIDE OF BUILDING AND IN CONCRETE SLABS ON GRADE. 7.2. FOR ALL BENDS IN CONDUITS 3” AND LARGER, AND OVER 50' IN LENGHT, USE LARGE RADIUS FACTORY MADE BENDS OR FIELD FABRICATE WITH A POWER BENDER. 8. ELECTRICAL METALLIC TUBING (EMT) 8.1. PERMITTED TO BE USED IN WET LOCATIONS WITH APPROVED FITTINGS. 8.2. CONDUITS SHALL BE CONTINUOUS. CONDUCTORS SHALL NOT BE INSTALLED UNTIL THE RACEWAY SYSTEM IS COMPLETE. 9. RIGID PLASTIC CONDUITS: 9.1. ALL CONDUITS INSTALLED UNDERGROUND, OR ENCASED IN CONCRETE, SHALL BE SCHEDULE 40 PVC CONDUIT. 9.2. MAKE ALL FITTINGS IN PLASTIC CONDUITS WATERTIGHT WITH APPROVED SOLVENT-WELD CEMENT SPECIFICALLY MANUFACTURED FOR THE PURPOSE. APPLY HEAT FOR BENDS SO THAT CONDUIT DOES NOT DISTORT OR DISCOLOR. 10. PVC JACKETED STEEL CONDUITS: 10.1. USE FOR ALL SIZES IN SOIL BELOW THE BUILDING. 10.2. FOR ALL BENDS IN CONDUITS 1-1/4” AND LARGER, USE LARGE RADIUS FACTORY MADE BENDS OR FIELD FABRICATE WITH A POWER BENDER. CONDUIT AND CIRCUIT WIRING NOTES EQUIPMENT CALLOUT a. EQUIPMENT DESIGNATION b. EQUIPMENT LOADING IN KVA OR HP c. EQUIPMENT UTILIZATION VOLTAGE d. NUMBER OF POLES e. NUMBER OF WIRES f. RELEVANT NOTES a. b. KVA c. V d. P e. W f. (--A) - DENOTES CONTINUOUS CURRENT RATING IN AMPS (--P) - DENOTES NUMBER OF SWITCHED POLES HARD WIRED CONNECTION TO FIXED EQUIPMENT OR PACKAGED UNIT (NON-MOTOR) HARD WIRED CONNECTION TO MOTORIZED EQUIPMENT (MOTOR / FAN / PUMP / FAN COIL UNIT) UL LISTED DISCONNECT (UNFUSED): APPROVED FOR MOTOR USE AS APPLICABLE MATCH VOLTAGE AND POLES TO EQUIPMENT 30A, 2 POLES, NEMA 1 U.O.N. UL LISTED DISCONNECT (FUSED): APPROVED FOR MOTOR USE AS APPLICABLE --AS - DENOTES SWITCH RATING IN AMPS --AF - DENOTES FUSE SIZE IN AMPS MATCH VOLTAGE AND POLES TO EQUIPMENT. NEMA 1 U.O.N PRE-WIRED UL LISTED MOTOR CONTROLLER (FURNISHED BY DIV 21, 22 AND 23 U.O.N) COMPLETE WITH INTEGRAL OVERLOAD PROTECTIVE DEVICE. 3R INDICATES NEMA SIZE, NEMA 1 U.O.N. PRE-WIRED CONTROL PANEL (FURNISHED BY DIV 21, 22 AND 23 U.O.N.) COMPLETE WITH INTEGRAL DISCONNECT AND OVERLOAD PROTECTIVE DEVICES. 3R INDICATES NEMA SIZE, NEMA 1 U.O.N. UL LISTED VARIABLE FREQUENCY DRIVE (FURNISHED BY DIV 21, 22 AND 23 U.O.N.) COMPLETE WITH INTEGRAL DISCONNECT AND OVERLOAD PROTECTIVE DEVICES. 3R INDICATES NEMA SIZE, NEMA 1 U.O.N. HARD WIRED CONNECTION TO FIXED EQUIPMENT OR PACKAGED UNIT (NON-MOTOR) WITH TOGGLE SWITCH SINGLE PHASE MANUAL STARTER WITH OVERLOAD PROTECTION FOR FRACTIONAL HORSEPOWER MOTORS CIRCUIT BREAKER IN NEMA TYPE 1 ENCLOSURE: --A - DENOTES TRIP SETTING --P - DENOTES POLES PANELBOARD L - DENOTES LIGHTING AND MISCELLANEOUS 277V LOADS P - DENOTES POWER AND 120/208V LOADS Q - DENOTES EQUIPMENT AND/OR EXTERNAL SUPPLIES DRY TYPE ENERGY EFFICIENT TRANSFORMER PER SPECIFICATION: 30kVA AND LARGER SHALL BE FLOOR STANDING U.O.N. 115°C TEMPERATURE RISE U.O.N. AS 80°C ON SHEET E6.1 VOLTAGES AND kVA RATING - AS PER SHEET E6.1 K-RATING - STANDARD U.O.N. ON SHEET E6.1 EQUIPMENT POWER --A --P 30A 2P 30AS 30AF 3R 3R VFD 3R S --A --P CB L-1A P-1A Q-1A AMP METER VOLT METER 2P, 3W, AUTOMATIC TRANSFER SWITCH - #A DENOTES RATING PULL BOX SIZE PER CEC GROUND FAULT TRIP UNIT TRANSFORMER WITH SECONDARY GROUND (SEE TRANSFORMER SCHEDULE) SWITCH AND FUSE UNIT: --AS - DENOTES SWITCH RATING IN AMPS --AF - DENOTES FUSE SIZE IN AMPS MOLDED CASE CIRCUIT BREAKER (MCCB): --A - DENOTES TRIP SETTING IN AMPS --P - DENOTES NUMBER OF POLES - DENOTES SHUNT TRIP AIR INSULATED CIRCUIT BREAKER --AT - DENOTES TRIP SETTING IN AMPS --AF - DENOTES FRAME SIZE (L)ONG TIME DELAY - OVERLOAD PROTECTION (S)HORT TIME DELAY - SHORT CIRCUIT WITH DELAYED TRIP (I)NSTANTANEOUS TRIP - SHORT CIRCUIT PROTECTION (G)ROUND FAULT PROTECTION GROUNDING RODS TO ACHIEVE A MAXIMUM IMPEDANCE OF 5@ TO GROUND PER SPECIFICATION 260526. RODS TO BE SPACED A MINIMUM OF 10' APART. QUANTITY AS REQUIRED TO ACHIEVE IMPEDANCE. SINGLE LINE DIAGRAM A V #AATS PB G --AS --AF CLASS 2000 DIGITAL kWH AND kW/DEMAND METER HOUSED IN MULTIPLE METER UNIT. REFER TO SPECIFICATION 262713 FOR FURTHER DETAILS --A --P MCCB ST ST --AT --AF L S I G SOLID STATE TRIP M 20A, 125V, DUPLEX RECEPTACLE, NEMA 5-20R WIRING DEVICES 20A, 125V, DUPLEX RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, NEMA 5-20R. 20A, 125V, ABOVE COUNTERTOP MOUNTED DUPLEX RECEPTACLE, NEMA 5-20R 20A, 125V, ABOVE COUNTERTOP MOUNTED, DUPLEX RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, NEMA 5-20R WALL / CEILING MOUNTED JUNCTION BOX. PROVIDE EXTENSION WHEN USED FOR FLEX CONNECTION. VERIFY LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. WEATHERPROOF WHEN INSTALLED OUTSIDE. PROVIDE DISCONNECT SWITCH WHERE INDICATED OR REQUIRED BY CODE. 20 A 125V CONTROLLED DUPLEX RECEPTACLE 20 A 125V CONTROLLED QUAD RECEPTACLE 30A, 125V, 1Ø, 2P, 3W TWIST-LOCK RECEPTACLE. NEMA L5-30R 30A, 250V, 1Ø, 2P, 3W TWIST-LOCK RECEPTACLE. NEMA L6-30R J 2020 NEC 2022 CEC 2022 TITLE 24 PART 6 RELEVANT CODE CYCLES DESCRIPTION KEYNOTE IDENTIFIER X - KEYNOTE NUMBER GENERAL SYMBOLS REVISION CHANGE X - DELTA NUMBER SYMBOL DETAIL/ENLARGED PLAN CALLOUT X - DETAIL/REFERENCE# EXXX - SHEET # SECTION IDENTIFIER X - SECTION # EXXX - SHEET # CABLE AND CONDUIT WHERE NO WIRE SIZE SHOWN, DEFAULT CIRCUIT HOMERUN INDICATES PANEL ORIGIN AND CIRCUIT NUMBER WITH: •3/4" CONDUIT, (1) #12 HOT PER CIRCUIT, (1) #12 NEUTRAL PER CIRCUIT AND (1) #12 GROUND PER CIRCUIT. •PROVIDE ADDITIONAL (1) #12 ISOLATED GROUND FOR DEVICES INDICATED WITH "IG" DESIGNATED CIRCUIT HOMERUN INDICATES PANEL ORIGIN, CIRCUIT NUMBER AND CONDUIT AND WIRING SIZES. REFER TO PANEL SCHEDULES AS WELL SHORT RADIUS ELBOW TURN-UP WITH INSIDE THREAD AND PLUG FLUSH WITH FLOOR. PROVIDE EXTENSION UP TO CAST JUNCTION BOX 6" A.F.F. U.O.N. ARROWS DENOTES CONNECTION TO DESIGNATION EQUIPMENT WIRING IN CONDUIT CONCEALED IN CEILING OR WALL. WIRING IN CONDUIT CONCEALED UNDER FLOOR OR UNDERGROUND CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT STUB WITH WIRE PULL AND CAP CABLE SUPPORT BOX TELECOM CABLE TRAY, 8" WIDE X 2" DEEP, UON. COORDINATE LOCATION WITH DUCTWORK, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND LIGHT FIXTURES. WALL MOUNTED MULTI-SERVICE ALUMINUM RACEWAY COMPLETE WITH RECEPTACLES AND OUTLETS AS INDICATED ON THE PLANS. MOUNTED AT 42" AFFL TO BOTTOM OF RACEWAY, ANODIZED SATIN FINISH. AS PER LEGRAND DS4000 OR APPROVED EQUAL. FURNISH SAMPLE FOR ARCHITECT APPROVAL PRIOR TO ORDERING X X X EXXX X EXXX NEUTRAL HOT GROUND P5C1-2 P5C1-7 3/4"C,1#8,#8N,#10G J CSB TELECOM SYMBOLS MULTI-SERVICE 6-GANG FLOOR BOX WITH (2) DUPLEX RECEPTACLES, 20A (REFER TO WIRING DEVICES SYMBOLS) (1) GANG DATA, (1) GANG SPARE. INSTALL WITH FLOOR FINISH INSERT. AS LEGRAND EVOLUTION EFB6 SERIES OR APPROVED EQUAL RJ45 DATA OUTLET ('x' DENOTES NUMBER OF GANGS) TELEPHONE OUTLET COMBO DATA/TELEPHONE OUTLET 'X' FIRE ALARM SMOKE DETECTOR CARBON MONOXIDE DETECTOR COMBO SMOKE / CARBON MONOXIDE DETECTOR SD CM SCM ABBREVIATIONS A AMPERES AC AIR CONDITIONER AERS ARC ENERGY REDUCTION SWITCH AFFL ABOVE FINISHED FLOOR LEVEL AFI ARC FAULT INTERRUPTION AHU AIR HANDLER UNIT AIC AMPERE INTERRUPTING CAPACITY RATING ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BFG BELOW FINISH GRADE C CONDUIT CATV CABLE ANTENNA TELEVISION SYSTEM CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CEC CALIFORNIA ELECTRICAL CODE CEnC CALIFORNIA ENERGY CODE CKT CIRCUIT CO CARBON MONOXIDE SENSOR C.O. CONDUIT ONLY CPT CONTROL POWER TRANSFORMER (E)EXISTING EF EXHAUST FAN EL ELEVATOR E.C. ELECTRICAL CONTRACTOR E, EM EMERGENCY EMT ELECTRICAL METALLIC TUBING FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FRA FIRE RISK ASSESSMENT FBO FURNISHED BY OTHERS FIBO FURNISHED AND INSTALLED BY OTHERS FCU FAN COIL UNIT FL FLOOR FLA FULL LOAD AMPERES FSD FIRE SMOKE DAMPER G.C. GENERAL CONTRACTOR GRD GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER HP HORSE POWER IG INSULATED GROUND INT ADDRESSABLE FIRE ALARM RELAY MODULE JB JUNCTION BOX kcmil THOUSAND CIRCULAR MILS kVA KILOVOLT AMPERES kW KILOWATT KX KITCHEN EXHAUST LBS LOAD BREAK SWITCH LSIG LONG-TIME, SHORT-TIME, INSTANTANEOUS, GROUND FAULT PROTECTION LTG LIGHTING LV LOW VOLTAGE LVR LOW VOLTAGE RELAY MGB MAIN GROUNDING BAR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MCP MOTOR CONTROL PANEL M.C. MECHANICAL CONTRACTOR MD MOTORIZED DAMPER MGB MAIN GROUND BAR MIN MINIMUM MLO MAIN LUGS ONLY MMS MAINTENANCE MODE SWITCH MSB MAIN SWITCHBOARD MTD MOUNTED (N)NEW N NEUTRAL N/A NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MFG ASSOC. NRTL NATIONAL RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE OC ON CENTER P POLES PB PULL BOX PH, Ø PHASE PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE PWR POWER PWCP PRE-WIRED CONTROL PANEL RFAP REMOTE FIRE ALARM ANNUNCIATOR PANEL RGB REFERENCE GROUND BAR RGS RIGID GALVANIZED STEEL SB SWITCHBOARD SCE SOUTHERN CALIFORNIA EDISON SF SUPPLY FAN SPD SURGE PROTECTIVE DEVICE SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW SW DISCONNECT SWITCH SWGR SWITCHGEAR T/C TIME CLOCK TC TERMINAL CABINET TEL TELEPHONE TGB TELECOM GROUND BAR TTB TELEPHONE TERMINAL BOARD TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TX TOILET EXHAUST FAN TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLTS VA VOLTAMPS VAV VARIABLE AIR VOLUME BOX VD VIDEO DISPLAY VFD VARIABLE FREQUENCY DRIVE VT VAPORTIGHT W WATTS WM WALL MOUNTED WP WEATHERPROOF WT WATERTIGHT XFMR TRANSFORMER XP EXPLOSION PROOF ELECTRICAL SHEET INDEX NO.SHEET DESCRIPTION REMARKS 1 E0.0 GENERAL NOTES - 2 E0.1 CONSTRUCTION NOTES - 3 E0.2 SPECIFICATIONS - 4 E1.0 GROUND FLOOR POWER PLAN - 5 E2.0 SINGLE LINE & PANEL SCHEDULE - 20A, 125V, DUPLEX RECEPTACLE, WITH ARC FAULT CIRCUIT INTERRUPTER, NEMA 5-20R. 20A, 125V, ABOVE COUNTERTOP MOUNTED, DUPLEX RECEPTACLE, WITH ARC FAULT CIRCUIT INTERRUPTER, NEMA 5-20R 20A, 125V, LEGRAND FLOORBOX (OR EQUAL), CONFIGURABLE PER CLIENT REQUIREMENT, SEE NOTE ON PLAN, NEMA 5-20R 20A, 125V, FLOORBOX, DUPLEX RECEPTACLE, 5-20R 20A, 125V, FLOORBOX, QUADRUPLEX RECEPTACLE, 5-20R 20A, 125V, LEGRAND FLOORBOX (OR EQUAL), CONFIGURABLE PER CLIENT REQUIREMENT, SEE NOTE ON PLAN, WITH ARC FAULT CURRENT INTERRUPTER NEMA 5-20R 20A, 125V, FLOORBOX, DUPLEX RECEPTACLE, WITH ARC FAULT CURRENT INTERRUPTER, 5-20R 20A, 125V, FLOORBOX, QUADRUPLEX RECEPTACLE, WITH ARC FAULT CURRENT INTERRUPTER, 5-20R 20A, 125V, QUADRUPLEX RECEPTACLE, NEMA 5-20R 20A, 125V, QUADRUPLEX RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, NEMA 5-20R. 20A, 125V, QUADRUPLEX RECEPTACLE, WITH ARC FAULT CIRCUIT INTERRUPTER, NEMA 5-20R. 20A, 125V, ABOVE COUNTERTOP MOUNTED, QUADRUPLEX RECEPTACLE NEMA 5-20R 20A, 125V, ABOVE COUNTERTOP MOUNTED, QUADRUPLEX RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, NEMA 5-20R 20A, 125V, ABOVE COUNTERTOP MOUNTED, QUADRUPLEX RECEPTACLE, WITH ARC FAULT CIRCUIT INTERRUPTER, NEMA 5-20R REMOVE EXISTING 800A SERVICE, INSTALL NEW 2000A SERVICE 280/277V, INSTALL NEW (2) 800A DISTRIBUTION PANELS 480/277V, RECONNECT EXISTING PANEL HA AND DRY TRANSFORMER 75 KVA. SCOPE OF WORK COORDINATION NOTES 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO ENSURE INSTALLATION IS MADE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL EQUIPMENT LOCATIONS AND CONDUIT RUNS SUPPLIED AND/OR INSTALLED UNDER THIS SECTION SHALL BE INSTALLED TO AVOID CONFLICTS OR OBSTRUCTIONS TO OTHER TRADES. 2. CONTRACTOR SHALL PROVIDE ALL NECESSARY PULL BOXES, VERTICAL SUPPORT BOXES, AND CONDUIT OFFSETS REQUIRED TO ACCOMPLISH THE ABOVE NOTED COORDINATION AT NO ADDITIONAL COST TO THE OWNER, WHETHER OR NOT INDICATED ON PLANS. ALL VERTICAL SUPPORT BOXES, PULL BOXES, ETC. SHALL BE INSTALLED WHERE REQUIRED TO FACILITATE PULLS AND AT CODE REQUIRED INTERVALS, AT A MINIMUM. 3. REFER TO DIVISION 21, 22 AND 23 DRAWINGS AND SCHEDULES FOR WORK TO BE FURNISHED AND INSTALLED BY DIVISION 26 THAT ARE NOT SPECIFICALLY IDENTIFIED ON THE ELECTRICAL DRAWINGS. CONTRACTOR TO MAKE AN ALLOWANCE FOR PROVIDING 120V TO ALL BUILDING AUTOMATION NETWORK MANAGER CONTROL PANELS AND 24V NETWORK POWER SUPPLIES AS REQUIRED. 4. ALL PLUMBING AND HVAC (DIVISION 21, 22 AND 23) EQUIPMENT COMPONENTS (FANS, COMPRESSORS, PUMPS, VFDs, MOTOR CONTROLLERS, STARTERS AND DISCONNECTS, ETC) THAT ARE REQUIRED AS PART OF THE SYSTEM, AND THAT ARE NOT FACTORY PRE-WIRED, ARE TO BE SUPPLIED (BY DIVISION 21, 22 OR 23 U.O.N) AND INSTALLED BY DIVISION 26 U.O.N. IF THE SUPPLIED VFD OR EQUIPMENT CONTROLLER IS NOT LOCATED WITHIN SIGHT OF A MOTOR AND IS NOT SUITABLE FOR USE AS A DISCONNECTING MEANS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A SEPARATE MOTOR DISCONNECT, AT THE MOTOR LOCATION, THAT IS PROPERLY SIZED AND IS SUITABLE FOR USE AS A DISCONNECTING MEANS FOR ALL MOTORS AND/OR EQUIPMENT SUPPLIED WITH MOTORS. 5. THE LOCATION OF DIVISION 27 AND 28 POWER REQUIREMENTS IS SHOWN FOR REFERENCE ONLY. REFER TO DIVISION 27 AND 28 DRAWINGS FOR EXACT LOCATIONS. MOUNT POWER ADJACENT TO DIVISION 27 AND 28 BOXES. WHERE POWER IS REQUIRED IN THE CEILING, PROVIDE 60" OF SLACK TO ALLOW FINAL SERVICE LOCATION TO BE COORDINATED WITH DIVISION 27 AND DIVISION 28 DEVICE LOCATIONS. COORDINATE THE INSTALLATION WITH THE APPROPRIATE TRADES AND THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. 6. REFER TO DIVISION 27 AND DIVISION 28 DRAWINGS FOR CONDUIT, BOXES AND CABLE TRAY REQUIREMENTS. 7. ALL MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE SECTION 430.31, 430.32. ARC ENERGY REDUCTION SWITCHAERS THE ELECTRICAL CONTRACTOR IS ADVISED TO COORDINATE WITH THE ENGINEER IN ADVANCE FOR ANY CHANGES FROM THE DESIGN SHOWN HEREIN. ANY EVALUATION OF FIELD CHANGES OR REWORK OF THE DRAWINGS DUE TO FIELD CHANGES BY THE CONTRACTOR WILL BE SUBJECT TO ADDITIONAL SERVICES FEES. APPROVAL BY THE ENGINEER OF FIELD CHANGES MADE WITHOUT PRIOR COORDINATION WILL BE AT THE SOLE DISCRETION OF THE ENGINEER. 20A, 125V, SINGLE RECEPTACLE, NEMA 5-20R 20A, 125V, SINGLE RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, NEMA 5-20R. 20A, 125V, CEILING-MOUNTED, DUPLEX RECEPTACLE, 5-20R 20A, 125V, CEILING-MOUNTED, QUADRUPLEX RECEPTACLE, 5-20R 20A, 125V, FLOORBOX, DUPLEX RECEPTACLE, WITH GROUND FAULT CIRCUIT INTERRUPTER, 5-20R 20A, 125V, FLOORBOX, QUADRUPLEX RECEPTACLE, WITH GROUND FAULT CURRENT INTERRUPTER, 5-20R 20A, 125V, LEGRAND FLOORBOX (OR EQUAL), CONFIGURABLE PER CLIENT REQUIREMENT, SEE NOTE ON PLAN, WITH GROUND FAULT CURRENT INTERRUPTER NEMA 5-20R NE W 2 0 0 0 A S E R V I C E 10 0 1 S . G R A N D A V E SA N T A A N A , C A 9 2 7 0 5 ARCHITECT: CONSULTANTS: SEAL & SIGNATURE: ISSUED FOR: DESCRIPTION:DATE: KEY PLAN SHEET NAME: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET NO.: Copyright 120DEGREEZ 2019c NORTH San Diego | Los Angeles www.120degreez.com 619.323.1515 | 310.364.5228 Mechanical | Electrical | Plumbing MEP Project No.: 25−070 CONSTRUCTION NOTES 1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THE C.E.C. AND THE NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES AND THE REQUIREMENTS OF UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION. 2. PROVIDE ALL WORK AND ITEMS NECESSARY FOR COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE CONDITIONS WHICH MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF DEVICES. QUESTIONS CONCERNING THE LOCATION OF DEVICES AND EQUIPMENT SHALL BE DIRECTED TO THE ARCHITECT. FAILURE TO COORDINATE REQUIREMENTS SHALL IN NO WAY RESULT IN ADDITIONAL COMPENSATION BEING PROVIDED TO THE CONTRACTOR. 5. WHEREVER THE WORD "PROVIDE” IS USED, IT MEANS, "FURNISH AND INSTALL ALL REQUIRED EQUIPMENT FOR A COMPLETE INSTALLATION AND SHALL BE FULLY OPERATIONAL.” 6. COORDINATE THE LOCATION OF ALL ELECTRICAL EQUIPMENT WITH OTHER TRADES AND THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. 7. REFER TO EQUIPMENT DRAWINGS FOR THE CHARACTERISTICS AND REQUIREMENTS (SIZE, LOCATION, ETC.) OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. COORDINATE INSTALLATION AND LOCATION OF ALL EQUIPMENT WITH MECHANICAL AND GENERAL CONTRACTORS PRIOR TO INSTALLATION. VERIFY ALL OVERCURRENT PROTECTION DEVICE RATINGS, WIRE SIZES AND THE SIZE OF ALL DISCONNECTING MEANS PRIOR TO INSTALLATION. COORDINATE THE INSTALLATION OF THE EQUIPMENT WITH MECHANICAL AND GENERAL CONTRACTORS PRIOR TO INSTALLATION. FOR ITEMS TO BE FURNISHED AND/OR INSTALLED BY ELECTRICAL CONTRACTOR, SEE MECHANICAL DRAWINGS. REFER TO THE MECHANICAL DRAWINGS CONTROL DIAGRAMS FOR ALL TIME SWITCHES, RELAYS, STARTERS, THERMOSTATS, CONDUIT FOR LINE/LOW VOLTAGE AS REQUIRED. ALL EQUIPMENT SHALL COMPLY WITH CEC SECTIONS 110.9 AND 110.10 AND SUITABLE FOR THE AVAILABLE FAULT CURRENT. 8. ALL SMOKE DETECTORS ARE NOT TO BE MOUNTED IN FRONT OF HVAC AIR DIFFUSERS, SUPPLIES OR RETURNS. VERIFY AT THE JOB SITE & MAKE ALL ADJUSTMENTS, WHERE REQUIRED PER CODE, NFPA 72 AND THE INSTALLATION INSTRUCTIONS. 9. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AS REQUIRED BY NFPA 72. 10. PROVIDE CONDUCTORS AND RACEWAYS PER 2020 NATIONAL ELECTRICAL CODE AND LOCAL CODES. MATERIALS AND METHODS 11. RACEWAYS AND CABLES SHALL BE ROUTED CONCEALED WITHIN THE BUILDING STRUCTURE WHERE POSSIBLE. WHERE RACEWAYS OR CABLES CANNOT BE CONCEALED, IT SHALL BE INSTALLED PER PROJECT MANAGER'S DIRECTION. ALL CONDUIT SHALL BE INSTALLED IN NEAT SYMMETRICAL LINES, HORIZONTAL OR PERPENDICULAR TO BUILDING COLUMNS AND ROOF LINES. CONDUITS SHALL BE GROUPED ON COMMON SUPPORTS WHEREVER POSSIBLE. 12. EXPOSED CONDUIT ROUTING: CONDUITS MAY BE ROUTED EXPOSED. WHERE SUBJECT TO PHYSICAL DAMAGE, THEY SHALL BE PROTECTED OR BE GRC OR IMC. 13. OUTDOOR EXPOSED CONDUIT ROUTING: CONDUITS ROUTED ON ROOF OR EXPOSED TO WEATHER SHALL BE EMT, GRC, IMC, PVC OR LIQUID-TIGHT FLEX. PROVIDE WATER-TIGHT CONNECTIONS AND FITTINGS. 14. CLEARANCES: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET PRIOR TO ORDERING AND INSTALLATION OF EQUIPMENT. 15. CONNECTIONS: PROVIDE EMT, GRC, IMC, METALLIC FLEX, OR LIQUIDATE FLEX CONDUITS FOR CONNECTIONS TO MOTORS OR MOTORIZED EQUIPMENT. 16. WIRING: PROVIDE MINIMUM #12 AWG WIRE SIZE. THE MINIMUM ALLOWED RACEWAY SHALL BE BE 1/2”. FLEXIBLE CONDUIT AND FLEXIBLE CABLE IS PERMISSIBLE THROUGHOUT THE BUILDING. 16.1. WIRING: PROVIDE MINIMUM #10 AWG COPPER CONDUCTOR SIZE IN 120V BRANCH CIRCUIT HOME RUNS OVER 75’ IN LENGTH OR AS REQUIRED FOR VOLTAGE DROP MITIGATION. SELECTION OF DEVICES WITH ADEQUATELY SIZED CABLE TERMINATION TERMINALS IS THE RESPONSIBILITY OF THE CONTRACTOR. 16.2. WIRING: POWER WIRING FOR BRANCH CIRCUITS SHALL BE COPPER FOR #8 AWG CONDUCTORS AND SMALLER. CONDUCTORS #1 AWG AND LARGER SHALL BE XHHW-2. 17. DISCONNECTS: PROVIDE DISCONNECTING MEANS, FUSED AND NON-FUSED, AS SHOWN AND REQUIRED BY CODE FOR EQUIPMENT FURNISHED UNDER ELECTRICAL, MECHANICAL AND PLUMBING SCOPES OF WORK. 18. FUSES: PROVIDE FUSES PER EQUIPMENT NAMEPLATE UNLESS OTHERWISE INDICATED. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 19. SUPPORT: SUPPORT LIGHT FIXTURES FROM BUILDING STRUCTURE. DO NOT SUPPORT FIXTURES FROM SUSPENDED CEILINGS OR DRYWALL. 20. LABELS: ELECTRICAL PANELS, TIME SWITCHES, DISCONNECT WITCHES, STARTERS, CONTACTORS, PULL BOXES, ETC. SHALL BE PERMANENTLY LABELED TO IDENTIFY ITS DESIGNATION OR UNIT SERVED. ENCLOSURES LARGER THAN 6’’X6”, PROVIDED FOR EQUIPMENT THAT IS COVERED BY ARTICLE 700 OR 701, SHALL HAVE A PERMANENT IDENTIFICATION PLATE THAT IS SUBSTANTIALLY ORANGE IN COLOR. 21. PAINTING: ELECTRICAL ENCLOSURES SHALL BE PAINTED ONLY AS REQUIRED BY ARCHITECT. 22. COVER PLATES: PROVIDE AS FOLLOWS. SUBMIT SAMPLE OF EACH FOR APPROVAL. 22.1. MECHANICAL AND ELECTRICAL ROOMS: GALVANIZED STEEL 22.2. ALL OTHER AREAS: REFER TO SPECIFICATIONS 23. CONTRACTOR SHALL VERIFY THE ELECTRICAL REQUIREMENTS OF ALL NEW EQUIPMENT TO BE USED. ALL SPECIAL PURPOSE OUTLETS INDICATED ON PLAN SHALL BE VERIFIED WITH THE EQUIPMENT MANUFACTURER AND OWNER PRIOR TO INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL ENSURE PROPER WIRING AND COMPATIBILITY WITH ATTACHMENT PLUGS OR JUNCTION BOXES THAT MAY BE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT. 24. ALL RECEPTACLES INSTALLED ON THE ROOF OR EXTERNALLY SHALL BE GFCI-PROTECTED AND LISTED AS WEATHER RESISTANT. 25. ELECTRICAL OUTLET BOXES SHALL BE HORIZONTALLY SEPARATED BY NOT LESS THAN 24" FROM OUTLETS IN THE OPPOSITE WALL SURFACE AND BACK SIDE OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED BY A MINIMUM OF 2" THICK MINERAL FIBER INSULATION. 26. ALL FLOOR STANDING EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PADS. THE SIZE OF THE CONCRETE PAD SHALL BE COORDINATED WITH THE EQUIPMENT SUPPLIER AND INSTALLATION INSTRUCTIONS. EQUIPMENT PADS SHALL NOT EXTEND MORE THAN 6" BEYOND THE EQUIPMENT. SITE ELECTRICAL 27. TRENCHING: COORDINATE ALL TRENCH WORK WITH OTHER TRADES, UTILITIES, AND THE GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. VERIFY LOCATION OF DRAINAGE SYSTEMS AND STORM WATER RETENTION SYSTEMS. 28. UNDERGROUND CONDUIT: PROVIDE PVC, SCHEDULE 40, 3/4” MINIMUM. PROVIDE GRC OR IMC CONDUIT ELBOWS, OR CONCRETE ENCASEMENT, FOR ALL BENDS OR CHANGES OF DIRECTION. BOND METALLIC ELBOWS ARE REQUIRED BY THE CALIFORNIA ELECTRICAL CODE. 29. DIRECT-BURIED: CONDUITS FOR BRANCH CIRCUITS, FEEDERS, OR LOW VOLTAGE WIRING, THAT ARE INSTALLED OUTSIDE BUILDINGS OR STRUCTURES AND NOT INSTALLED UNDER PAVED DRIVEWAYS OR PARKING AREAS, SHALL BE A MINIMUM OF 18" BELOW GRADE. WHERE CONCRETE ENCASEMENT IS PROVIDED, BURIAL DEPTH MAY BE REDUCED AS INDICATED BY THE NATIONAL ELECTRICAL CODE. PROVIDE MARKER TAPE, OR A TRACER WIRE, A MINIMUM OF 6" ABOVE THE RACEWAY. RACEWAYS INSTALLED UNDER DRIVEWAYS, ALLEYS, PARKING AREAS OR AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE A MINIMUM OF 24" BELOW THE BOTTOM OF THE PAVING MATERIALS, NO EXCEPTIONS. PROVIDE MARKER TAPE AS INDICATED ABOVE. 30. BELOW SLAB: CONDUIT ROUTED BELOW ON-GRADE FLOOR SLABS SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT. ROUTE CONDUITS BELOW SLAB, AS STRAIGHT AS POSSIBLE, TO MINIMIZE BENDS. 31. ALL CONDUITS PENETRATING THE BUILDING ENVELOPE FROM BELOW GRADE SHALL FOLLOW WATERPROOFING REQUIREMENTS IN THE ARCHITECTURAL DRAWINGS. NEUTRALS 32. AT CONTRACTORS OPTION, NEUTRALS MAY BE SHARED ON COMBINED HOME RUNS UNLESS THE CIRCUIT HAS A GFCI BREAKER, AN AFCI BREAKER, HAS AN ISOLATED GROUND, OR IS FROM A PANEL WITH TVSS PROTECTION. ANY NEUTRAL DOWNSTREAM FROM A DIMMER SHALL BE DEDICATED TO THE DIMMED LOAD. THE CONTINUITY OF THE NEUTRAL CANNOT BE DEPENDANT ON A DEVICE. 33. NEUTRAL WIRES SHOWN FOR TWO AND THREE POLE MECHANICAL AND KITCHEN EQUIPMENT MAY BE OMITTED UPON VERIFICATION THAT THEY ARE NOT REQUIRED FOR THE PROPER OPERATION OF THE EQUIPMENT AND INSTALLED PER THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. LIGHTING 34. PROVIDE LIGHT FIXTURES WITH PROPER FITTING FLANGES, MOUNTING SUPPORTS, AND ACCESSORY ITEMS, LISTED BY AN APPROVED TESTING LABORATORY FOR THE CONDITIONS OF USE. 35. GROUP SWITCHES IN A GANG BOX UNDER COMMON COVER PLATE, WHERE APPLICABLE. 36. WHERE CONDUIT, CABLE, CABLE TRAY OR OTHER ELECTRICAL EQUIPMENT SUCH AS CUTOUT BOXES, PANELBOARDS AND LUMINARES PENETRATE RATED ASSEMBLIES, FIRE BARRIERS, FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS, OR SMOKE PARTITIONS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN APPROPRIATE FIRE OR SMOKE STOPPING SYSTEM THAT IS LISTED BY UNDERWRITERS LABORATORIES OR COMPLIES WITH THE APPROPRIATE ICC EVALUATION REPORT AND DOES NOT REDUCE THE RATING OF THE ASSEMBLY. ALL THROUGH AND MEMBRANE PENETRATIONS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. ALL ACCESS PANELS SHALL BE APPROVED AND LISTED FOR THE ASSEMBLY IN WHICH THEY ARE BEING INSTALLED. COMPLY WITH ALL REQUIREMENTS OF DIVISION 26 SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR RATINGS OF ALL ASSEMBLIES. CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. 37. WALL-MOUNTED OUTLETS, SWITCHES, AND CONTROL DEVICES, SHOULD BE MOUNTED AT THE HEIGHTS INDICATED IN THESE DOCUMENTS. THE ELECTRICAL CONTRACTOR SHALL VERIFY AND FULLY COMPLY WITH, ALL AMERICANS WITH DISABILITIES REQUIREMENTS AND MEET ALL REQUIREMENTS ESTABLISHED BY THE HOUSING AND URBAN DEVELOPMENT (HUD) STANDARDS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 38. ALL LIGHTING FIXTURES SHALL BE MOUNTED AS INDICATED IN THESE DRAWINGS. 39. ALL CONTROL EQUIPMENT REQUIRING CERTIFICATION UNDER TITLE 24 TO BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. 40. LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE IC RATED OR PROVIDE 3 INCH MINIMUM CLEARANCE. 41. FIXTURES INSTALLED IN RATED CEILINGS SHALL BE INSTALLED IN AN MANNER THAT DOES NOT REDUCE THE RATING OF THE ASSEMBLY. WHERE INSTALLED IN A RATED ASSEMBLY IT MUST MEET THE MINIMUM REQUIREMENTS ESTABLISHED BY UL OR ICC. 42. ALL RECESSED INCANDESCENT FIXTURES INSTALLED IN GYPBOARD CEILING SHALL BE EQUIPPED WITH AUTO-RESETTING THERMAL PROTECTION. 43. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICT BETWEEN LIGHT FIXTURE LOCATIONS, MAIN RUNNERS, DUCTS, BUILDING STRUCTURE, ETC. 44. ALL LIGHT FIXTURES TO BE SELECTED BY ARCHITECT/OWNER, FURNISHED AND INSTALLED BY CONTRACTOR. 45. ALL RECESSED DOWNLIGHTS TO BE THERMALLY PROTECTED PER N.E.C. & U.L. REQUIREMENTS. 46. ALL LIGHT FIXTURES USED ON THE EXTERIOR OF THE BUILDING OR WHERE SUBJECT TO WATER INFILTRATION, SHALL BE LISTED FOR WET LOCATIONS. 47. ALL EXTERIOR LIGHTING TO BE CONTROLLED BY PHOTO-CELL WITH TIME SWITCH OVERRIDE, U.O.N. 48. LED DRIVER, FLUORESCENT BALLAST AND ALL ELECTRONIC PRODUCTS, SHALL REQUIRED TO BE COMPLIANT WITH THE FCC CFR 47, AND UL. 49. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 50. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. 51. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE IBC, OR CBC WHERE ADOPTED, IN ADDITION TO ANY LOCAL CODES. FIXTURES SHALL NOT BE SUPPORTED BY GYPSUM BOARD. 52. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF FIXTURES AS REQUIRED. 53. ALL EMERGENCY BATTERY PACK FIXTURES (UNIT EQUIPMENT) SHALL BE PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES FOR MORE INFORMATION. 54. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. 55. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR. THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: 55.1. ALL BRANCH CIRCUITS SHALL BE IN EMT. 55.2. ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY TRAINED, AND IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 56. ALL LED REMOTE INDICATORS FOR DUCT DETECTORS AND FIRE/SMOKE DAMPERS REQUIRED BY THE LOCAL AHJ SHALL BE LOCATED IN CEILINGS AND COORDINATED WITH THE ARCHITECT PRIOR TO ANY ROUGH-IN. 57. RECESSED FIXTURES LOCATED IN A RATED ASSEMBLY SHALL BE PROVIDED WITH A 5-SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO PROVIDE THE REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE AND ALLOW FOR PROPER VENTILATION AS REQUIRED BY THE FIXTURE'S LISTING. SEE NOTE #39 UNDER CONSTRUCTION NOTES FOR ADDITIONAL REQUIREMENTS. 58. PROVIDE AN ADDITIONAL JUNCTION BOX ABOVE ALL PANELBOARDS, IN AN ACCESSIBLE LOCATION, TO ALLOW FOR FUTURE CIRCUIT EXTENSIONS. 59. UNLESS SPECIFICALLY SHOWN AS (E). (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 60. CONTRACTOR TO PROVIDE COMPLETE SET OF SHOP DRAWINGS INDICATING ALL DEVICES AND WIRING ASSOCIATED WITH THE SYSTEM FOR APPROVAL TO THE ENGINEER OF RECORD. 61. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR STANDBY GENERATOR, THAT ARE SUITABLE FOR THE PURPOSE) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. 62. THE MEANS OF EGRESS WILL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE, ALONG THE PATH OF TRAVEL, AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 63. LOW VOLTAGE LIGHTING 63.1. PROVIDE LOW VOLTAGE TRANSFORMERS IN NEARBY ACCESSIBLE CEILING SPACE. 63.2. PROVIDE LOW VOLTAGE CONDUCTORS SIZED PER MANUFACTURER’S GUIDELINES TO MINIMIZE VOLTAGE DROP. LIGHTING CONTROL 64. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDE BY A TWENTY AMPERE CIRCUIT LOADED TO NOT MORE THAN EIGHTY PERCENT. A MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTLY. 65. BATTERY BALLASTS & EMERGENCY FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE DESIGNATED CIRCUIT. 66. EMERGENCY COMMUNICATION: PROVIDE A 2-WAY COMMUNICATION SYSTEM PER CBC 1007. 67. ACCESS PANELS: CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWN ACCESS PANELS FOR ACCESS TO THEIR EQUIPMENT. CONTRACTOR SHALL SUBMIT A FULL PLAN SHOWING LOCATIONS TO THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. SEE CONSTRUCTION NOTE #39 FOR ADDITIONAL REQUIREMENTS. 68. COMBINATION MOTOR-STARTERS THE CONTROL TRANSFORMERS IN ALL COMBINATION MOTOR-STARTERS SHALL HAVE 120 VOLT COILS. FIRE PROTECTION 69. OPENINGS IN FIRE RATED ASSEMBLIES FOR ELECTRICAL CONDUIT, BUS DUCT, AND OTHER EQUIPMENT SHALL BE SEALED WITH FIRE CAULK OR OTHER MATERIAL SUITABLE FOR MAINTAINING THE INTEGRITY OF THE FIRE RATING. SEE CONSTRUCTION NOTE #39 FOR ADDITIONAL REQUIREMENTS. BUS DUCT 70. NOT USED. DIMENSIONS 71. MEASUREMENTS, WHERE SHOWN, ARE FROM FACE OF METAL FRAMING TO CENTER OF THE BOX. ALL DIMENSIONS SHALL BE VERIFIED WITH THE GENERAL CONTRACTOR AND OWNER PRIOR TO INSTALLATION. ADA REQUIREMENTS 72. RECEPTACLE OUTLETS SHALL BE LOCATED NOT LESS THAN 15 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE OPERABLE PART. 73. LIGHT SWITCHES SHALL BE INSTALLED WITH THE TOP OF THE OPERABLE PART TO BE WITHIN 34-46 INCHES OF THE FLOOR. 74. ALL WORK MUST COMPLY WITH THE MOST RECENT ADA STANDARDS, HUD REQUIREMENTS AND CBC REQUIREMENTS FOR ACCESSIBLE AND ADAPTABLE UNITS. 75. PLACEMENT OF ALL OUTLETS AND CONTROL DEVICES SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR, ARCHITECT AND AUTHORITY HAVING JURISDICTION AT ROUGH IN AND PRIOR TO THE INSTALLATION OF RACEWAYS OR CABLING. 76. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PLACEMENT AND LOCATION OF ALL ELECTRICAL EQUIPMENT TO MEET THESE REQUIREMENTS PRIOR TO THE INSTALLATION OF RACEWAYS OR CABLING. THERE SHALL BE NO ALLOWANCES MADE FOR FAILURE TO COMPLY WITH THESE NOTES. ARTICLE 300 — GENERAL REQUIREMENTS FOR WIRING METHODS AND MATERIALS (300.5) TABLE 300.5 MINIMUM COVER REQUIREMENTS, 0 TO 1000 VOLTS, NOMINAL, BURIAL IN MILLIMETERS (INCHES) TYPE OF WIRING METHOD OR CIRCUIT LOCATION OF WIRING METHOD OR CIRCUIT COLUMN 1 DIRECT BURIAL CABLES OR CONDUCTORS COLUMN 2 RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT COLUMN 3 NONMETALLIC RACEWAYS LISTED FOR DIRECT BURIAL WITHOUT CONCRETE ENCASEMENT OR OTHER APPROVED RACEWAYS COLUMN 4 RESIDENTIAL BRANCH CIRCUITS RATED 120 VOLTS OR LESS WITH GFCI PROTECTION AND MAXIMUM OVERCURRENT PROTECTION OF 20 AMPERES COLUMN 5 CIRCUITS FOR CONTROL OF IRRIGATION AND LANDSCAPE LIGHTING LIMITED TO NOT MORE THAN 30 VOLTS AND INSTALLED WITH TYPE UF OR IN OTHER IDENTIFIED CABLE OR RACEWAY mm. in. mm. in. mm. in. mm. in. mm. in. ALL LOCATIONS NOT SPECIFIED BELOW 600 24 150 6 450 18 300 12 150 6 IN TRENCH BELOW 50 mm (2 in.) THICK CONCRETE OR EQUIVALENT 450 18 150 6 300 12 150 6 150 6 UNDER A BUILDING 0 0 0 0 0 0 0 0 0 0 (IN RACEWAY OR TYPE MC OR TYPE MI CABLE IDENTIFIED FOR DIRECT BURIAL) (IN RACEWAY OR TYPE MC OR TYPE MI CABLE IDENTIFIED FOR DIRECT BURIAL) (IN RACEWAY OR TYPE MC OR TYPE MI CABLE IDENTIFIED FOR DIRECT BURIAL) UNDER MINIMUM OF 102 mm (4 in.) THICK CONCRETE EXTERIOR SLAB WITH NO VEHICULAR TRAFFIC AND THE SLAB EXTENDING NOT LESS THAN 152 mm (6 in.) BEYOND THE UNDERGROUND INSTALLATION 450 18 100 4 100 4 150 6 150 6 (DIRECT BURIAL) (DIRECT BURIAL) 100 4 100 4 (IN RACEWAY) (IN RACEWAY) UNDER STREETS, HIGHWAYS, ROADS, ALLEYS, DRIVEWAYS, AND PARKING LOTS 600 24 600 24 600 24 600 24 600 24 ONE- AND TWO-FAMILY DWELLING DRIVEWAYS AND OUTDOOR PARKING AREAS, AND USED ONLY FOR DWELLING-RELATED PURPOSES 450 18 450 18 450 18 300 12 450 18 IN OR UNDER AIRPORT RUNWAYS, INCLUDING ADJACENT AREAS WHERE TRESPASSING PROHIBITED 450 18 450 18 450 18 450 18 450 18 Notes: 1. Cover is defined as the shortest distance in millimeters (inches) measured between a point on the top surface of any direct-buried conductor, cable, conduit, or other raceway and the top surface of finished grade, concrete, or similar cover. 2. Raceways approved for burial only where concrete encased shall require concrete envelope not less than 50 mm (2 in.) thick. 3. Lesser depths shall be permitted where cables and conductors rise for terminations or splices or where access is otherwise required. 4. Where one of the wiring method types listed in Columns 1 through 3 is used for one of the circuit types in Columns 4 and 5, the shallowest depth of burial shall be permitted. 5. Where solid rock prevents compliance with the cover depths specified in this table, the wiring shall be installed in metal or nonmetallic raceway permitted for direct burial. The raceways shall be covered by a minimum of 50 mm (2 in.) of concrete extending down to rock. NE W 2 0 0 0 A S E R V I C E 10 0 1 S . G R A N D A V E SA N T A A N A , C A 9 2 7 0 5 ARCHITECT: CONSULTANTS: SEAL & SIGNATURE: ISSUED FOR: DESCRIPTION:DATE: KEY PLAN SHEET NAME: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET NO.: Copyright 120DEGREEZ 2019c NORTH San Diego | Los Angeles www.120degreez.com 619.323.1515 | 310.364.5228 Mechanical | Electrical | Plumbing MEP Project No.: 25−070 1.INTENT 1.1. THESE PLANS, AND ALL ASSOCIATED DOCUMENTS, ARE CONSIDERED TO BE CONTRACT DOCUMENTS AND AS SUCH, CANNOT BE AMENDED OR MODIFIED WITHOUT THE PRIOR WRITTEN CONSENT OF 120 DEGREEZ ENGINEERING. 1.2. FURNISH AND INSTALL A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 1.3. ALL DRAWINGS ARE SCHEMATIC BY DESIGN AND THE REQUIRED INSTALLATION SHALL NOT BE LIMITED TO WHAT IS DEPICTED HEREIN. ALL APPURTENANCES REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM MUST BE INCLUDED IN THE CONTRACTORS BID AND WORK. 1.4. WHEREVER USED IN THESE DOCUMENTS THE WORD OR TERM "SHALL" IS TO BE INTERPRETED AS FOLLOWS: MANDATORY LANGUAGE AND IS WITHOUT EXCEPTION. 2.GENERAL 2.1. THE CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT THEIR BID OR WORK. NO ALLOWANCES WILL BE MADE FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO ACCOMMODATE EXISTING CONDITIONS ON ANY BID. 2.2. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN CLARIFICATION OF ANY APPARENT CONFLICT OR INCONSISTENCY IN THE DRAWINGS, SPECIFICATIONS OR DESIGN PRIOR TO THEIR BID IN WRITING FROM THE ENGINEER. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY TO CORRECT (AT THEIR COST) ANY SUCH ITEMS AS NECESSARY TO MEET THE INTENT OF THESE DOCUMENTS AND ANY ADOPTED CODE OR NATIONAL STANDARD AS INTERPRETED BY THE ENGINEER. 2.3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRIC CODE (NEC), UBC., IBC, ICC, IECC AND ANY APPLICABLE CITY AND/OR STATE CODES AND ORDINANCES, THE AMERICANS WITH DISABILITIES ACT, E.P.A. REGULATIONS (INCLUDING EPACT 2020), ANSI STANDARDS, UL STANDARDS AS WELL AS ANY AND ALL UTILITY COMPANY REQUIREMENTS. THE FOREGOING CODES AND REGULATIONS ARE REQUIREMENTS AND ARE INCORPORATED IN THIS SPECIFICATION FOR THIS WORK BY REFERENCE. ALL INSTALLATIONS BY THE CONTRACTOR SHALL MEET LATEST ADOPTED CODES WITHOUT EXCEPTION. 2.4. THE CONTRACTOR SHALL COORDINATE AND PROVIDE INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER AND IS NECESSARY TO PROVIDE THE SERVICE REQUIRED AND MEET UTILITY REQUIREMENTS. IMMEDIATE COORDINATION WILL BE REQUIRED FOR MOST PROJECTS. FIELD COORDINATE ALL REQUIREMENTS PRIOR TO TRENCHING. 2.5. REFER TO ARCHITECTURAL, MECHANICAL, CIVIL, STRUCTURAL DRAWINGS AND/OR EQUIPMENT SUPPLIERS DRAWINGS AND SPECIFICATIONS FOR EXACT EQUIPMENT LOCATIONS, LOADS AND ADDITIONAL REQUIREMENTS. REPRESENTATIONS OF THE WORK SPECIFIC TO THE OTHER DISCIPLINES IS SHOWN ON THE ELECTRICAL DRAWINGS FOR CONVENIENCE ONLY AND SHALL NOT SOLELY BE RELIED UPON FOR THE PLACEMENT OF EQUIPMENT. 2.6. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL EQUIPMENT THEY SUPPLY. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY PER MANUFACTURES RECOMMENDATIONS, THE LISTING OF THE EQUIPMENT AND ALL CODES. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY (AT THEIR COST) TO CORRECT AND REMEDY ANY INSTALLATION NOT IN COMPLIANCE WITH THE MANUFACTURES RECOMMENDATIONS, LISTING(S) AND INTENTIONS AS INTERPRETED BY THE ENGINEER. SEE SECTION 2.3. 2.7. THE CONTRACTOR SHALL NOT ENGAGE IN THE RE-DESIGN OR "VALUE ENGINEERING" OF THIS PROJECT WITHOUT PRIOR WRITTEN APPROVAL FROM 120 DEGREEZ ENGINEERING AND THE OWNER. ALL DEVIATIONS FROM THESE DOCUMENTS ARE REQUIRED TO BE APPROVED OF IN WRITING BY THE ENGINEER PRIOR TO INSTALLATION. THE ELECTRICAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY DEVIATION FROM THESE DOCUMENTS INCLUDING THE COST TO RE-DESIGN. ELECTRICAL CONTRACTOR, AT COMMENCEMENT OF WORK, ACCEPTS ALL REQUIREMENTS AND STIPULATIONS OUTLINED IN THE PROPOSAL PROVIDED BY 120 DEGREEZ ENGINEERING AND ACCEPTED BY THE PERSON IN RESPONSIBLE CHARGE OF THE PROJECT. ADDITIONALLY A DETAILED ACCOUNTING OF ANY DEVIATIONS MUST BE SUBMITTED TO 120 DEGREEZ ENGINEERING AND THE OWNER PRIOR TO COMMENCEMENT OF WORK FOR APPROVAL. 2.8. ANY VARIANCE OR EXCEPTIONS TO THE DRAWINGS AND SPECIFICATIONS MUST BE REQUESTED AND APPROVED IN WRITING. INTERIM VERBAL APPROVALS WILL ONLY BE PROVIDED WHEN THE ENGINEER DETERMINES THIS TO BE JUSTIFIED AND MUST BE CONFIRMED IN WRITING TO BE FINAL. ROUTE ALL RFI's, AND RFC's VIA GENERAL CONTRACTOR AND THROUGH THE ARCHITECT. 2.9. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS, VARIANCES, AND APPROVALS, ETC. (AT THEIR COST) WHICH MAY BE REQUIRED FOR COMPLETION OF THIS WORK. 2.10. PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND WIRING DEVICES: TO INCLUDE MOUNTING HEIGHT AND LOCATIONS. ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEER/ARCHITECT. PRIOR TO ROUGH-IN. FAILURE TO COORDINATE WILL REQUIRE THE CONTRACTOR TO FIX ERRORS AT HIS COST. 2.11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AND SUPPORT FOR PROGRESS AND FINAL INSPECTIONS. THIS INCLUDES COMPLETE ACCESS TO ALL EQUIPMENT. ADDITIONALLY A COMPLETE SET OF SPARE FUSES FOR ALL FUSES USED AND A 10% SUPPLY OF ALL LIGHT BULBS PROVIDED IN FIXTURES (TO A MAXIMUM OF (1) CASE FOR EACH STYLE) SHALL BE PROVIDED TO THE OWNER AT FINAL INSPECTION. 3.RECONSTRUCTION (TO INCLUDE TENANT IMPROVEMENTS) 3.1. ALL RECONSTRUCTION OF EXISTING FACILITIES AND EQUIPMENT SHALL REQUIRE COMPLETE RENOVATION (MAKE GOOD AS NEW) FOR ALL EXISTING EQUIPMENT UPON WHICH WORK IS INCLUDE THESE FOLLOWING REQUIREMENTS: 3.1.1. VERIFICATION OF EXISTING SES GROUNDING COMPLIANCE WITH NEC ARTICLE 250. 3.1.2. VERIFICATION OF CABLE SIZE AND AMPACITY OF EXISTING FEEDERS AND BRANCH CIRCUITS WITH NEC TABLE 310.15. 3.1.3. VERIFICATION OF EQUIPMENT GROUNDING CONDUCTORS PER NEC TABLE 250.122 AND GROUNDING AND BONDING OF LINE SIDE EQUIPMENT PER NEC TABLE 250.66. 3.1.4. VERIFICATION OF GROUNDING ELECTRODE SYSTEMS, ALL SYSTEM BONDING JUMPERS AND MAIN BONDING JUMPERS PER NEC ARTICLE 250. 3.1.5. VERIFICATION OF THE INTEGRITY OF THE GROUNDING AND BONDING SYSTEM AND VERIFY COMPLIANCE WITH NEC 250.4. 3.1.6. EXISTING LIGHT FIXTURES TO BE REUSED MUST BE CLEANED, RE-LAMPED, AND RESTORED TO "LIKE NEW" CONDITION. 3.1.7. EXISTING PANELBOARDS, SWITCH BOARDS, AND TRANSFORMERS WHICH ARE INCLUDED IN THIS PROJECT SHALL HAVE PREVENTATIVE MAINTENANCE PREFORMED TO INCLUDE VERIFICATION OF ALL TERMINATIONS AS WELL AS CLEANING AND INSPECTION. 3.1.8. VERIFY PROPER WORKING CONDITION OF ALL EXISTING EMERGENCY FIXTURES AND EXIT SIGNS. REPAIR OR REPLACE AS REQUIRED. 3.2. IN THE EVENT THAT INSPECTION REVEALS DISCREPANCIES AND/OR NON-COMPLIANCE, THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE MAKING ALL REQUIRED CORRECTIONS.. 4.MATERIALS AND METHODS 4.1. THE USE OF ELECTRICAL METALLIC TUBING (EMT) IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE 358. EMT FITTINGS SHALL BE COMPRESSION TYPE OR SET SCREW TYPE. EMT SHALL BE PROVIDED WITH A AN ADDITIONAL COPPER GROUND WIRE SIZED PER NEC 250.122. MINIMUM TRADE CONDUIT SIZE SHALL BE 1/2". ALL HOME RUNS SHALL BE 3/4" TRADE SIZED EMT. 4.2. ALL CONDUITS INSTALLED UNDERGROUND SHALL HAVE PVC COATED G.R.C. ELBOWS NO EXCEPTIONS. 4.3. WHERE SYSTEMS FURNITURE IS INDICATED, THE MINIMUM NEUTRAL CONDUCTOR SIZE SHALL BE #10 A.W.G. COPPER. 4.4. CONDUCTORS SHALL BE 600V COPPER (98% CONDUCTIVITY). MINIMUM LINE VOLTAGE WIRE SIZE IS #12 A.W.G. ALL CONDUCTORS SHALL HAVE 90 DEGREE RATED INSULATION. 4.5. CONDUCTORS #6 AND SMALLER SHALL HAVE THHN/THHW-2 INSULATION. #4 AND LARGER SHALL HAVE XHHW-2 INSULATION. 4.6. ALL WIRING DEVICES SHALL BE MINIMUM 20 AMP SPECIFICATION GRADE. HUBBELL, LEVITON, AND PASS-SEYMORE ARE ACCEPTABLE EQUIVALENTS. ALL OUTLETS, SWITCHES, SPECIAL RECEPTACLES AND GROUND FAULT PROTECTION DEVICES SHALL BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES, STATING PURPOSE, CIRCUIT AND SOURCE PANEL AND VOLTAGE. 4.7. COVER PLATES SHALL BE NYLON (IVORY) IN OFFICE/COMMERCIAL/OR LIVING AREAS, AND GALVANIZED STEEL IN WAREHOUSE/INDUSTRIAL/MANUFACTURING AREAS OR AREAS SUBJECT TO PHYSICAL ABUSE. INDUSTRIAL COVERS ARE REQUIRED FOR ALL MOUNTING APPLICATIONS. 4.8. ALL RACEWAYS AND CABLES ARE TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS AND AT THE CEILING OF EXPOSED STRUCTURE AREAS. CONDUITS WILL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES. 4.9. THE USE OF MC CABLE IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE 330, BUT LIMITED TO USE FOR BRANCH CIRCUITS ONLY. MC CABLE MAY NOT BE USED FOR HOME RUNS, WHERE SUBJECT TO PHYSICAL DAMAGE, IN DIRECT BURIAL (IN EARTH OR CONCRETE) SITUATION UNLESS UL LISTED AND SUITABLE FOR THE APPLICATION. MC CABLE MAY NOT BE RUN EXPOSED. 4.10. P.V.C. CONDUIT MAY BE USED ONLY IN OR UNDER SLABS AND IN CONCRETE OR MASONRY WALLS. INSTALLATIONS BELOW GRADE SHALL BE BURIED 24" (MIN) DEEP OR GREATER. 4.11. FUSES SHALL BE BUSSMAN, LITTLE FUSES, GOULD-SHAWMUT OR ENGINEER APPROVED EQUAL. 4.12. CONDUCTORS UP TO AND INCLUDING #10 AWG SHALL BE SOLID WITH CONTINUOUSLY COLOR CODED INSULATION. COLOR CODING SHALL COMPLY WITH THE NEC AND/OR LOCAL CODES OR POLICIES. 4.13. CONDUCTORS #8 AWG AND #6 AWG SHALL BE STRANDED WITH CONTINUOUS COLOR CODED INSULATION. COLOR CODING SHALL COMPLY WITH THE NEC AND/OR LOCAL CODES OR POLICIES. 4.14. SPLICING OF GROUNDING ELECTRODE CONDUCTORS, WATER AND BUILDING STEEL BONDS SHALL ONLY BE ALLOWED WITH EXOTHERMIC WELDING. 4.15. NEW CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICE EXCEPT AT JUNCTION OR PULL BOXES. 4.16. ALL CONDUIT SUPPORT SYSTEMS SHALL BE INSTALLED ON THE BUILDING STRUCTURE. UNISTRUT, BEELINE, OR CADDY MOUNTING SYSTEMS ARE ACCEPTABLE. NO CONDUIT OR CABLE WILL BE SUPPORTED BY WIRES UTILIZED TO SUPPORT SUSPENDED CEILINGS OR BY "SLACK" WIRES USED AT LUMINAIRES OR AIR TERMINALS. PERFORATED STRAPS OR OTHER PIPING AND CONDUIT STRAPS ARE NOT ACCEPTABLE SUPPORTS. 4.17. ACCEPTABLE MANUFACTURES FOR SWITCH GEAR RELATED COMPONENTS ARE: SQUARE D, CHALLENGER, GENERAL ELECTRIC, SIEMENS, AND CUTLER-HAMMER. 4.18. CONDUCTORS SHALL BE COLOR CODED FOR BRANCH CIRCUITS IN ACCORDANCE WITH THE NEC AND LOCAL REQUIREMENTS. CONDUCTORS SHALL BE IDENTIFIED AS FOLLOWS EXCEPT AS AMENDED BY LOCAL AMENDMENTS: ●120/240 VOLT SINGLE PHASE: UNGROUNDED CONDUCTORS A-PHASE; BLACK, B-PHASE; RED, GROUNDED CONDUCTOR; WHITE. ● 120/208 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BLACK, B-PHASE; RED, C-PHASE; BLUE, GROUNDED CONDUCTOR; WHITE (WHERE USED). ● 120/240 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BLACK, B-PHASE; ORANGE, C-PHASE; BLUE, GROUNDED CONDUCTOR; WHITE. ● 277/480 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BROWN, B-PHASE; ORANGE, C-PHASE; YELLOW, GROUNDED CONDUCTOR; GRAY. ● EQUIPMENT GROUNDING OR BONDING CONDUCTORS SHALL BE GREEN OR BARE. ISOLATED GROUNDING CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE. 4.19. INSTALLATIONS FOR EQUIPMENT SUBJECT TO VIBRATION, SUCH AS MOTORS AND TRANSFORMERS, SHALL HAVE CONDUCTORS INSTALLED IN 'SEAL TIGHT' OR LIQUID TIGHT FLEXIBLE CONDUIT WITH GASKETED CONNECTORS AND FITTINGS. 4.20. PROVIDE RUBBER VIBRATION DAMPENING PADS FOR ALL MOTORS AND TRANSFORMERS, AND ALL VIBRATION PRODUCING EQUIPMENT. 4.21. ALL CONDUITS, RACEWAYS AND CABLES, REGARDLESS OF VOLTAGE, SHALL HAVE AN INSULATED BOND WIRE, SIZED BY EITHER NEC TABLE 250.66 (LINE SIDE) OR 250.122 (LOAD SIDE), WHERE APPLICABLE, INSTALLED AND PROPERLY TERMINATED WITH THE PHASE CONDUCTORS. CONDUIT IS NOT AN ACCEPTABLE GROUNDING OR BONDING METHOD PER THESE DOCUMENTS. 4.22. ALL DIMMERS AND DIMMER SWITCHES SHALL BE OF THE SLIDE TYPE AND RATED FOR CONTINUOUS DUTY OF 1000 WATTS MINIMUM. THE CONTRACTOR SHALL VERIFY IN THE FIELD, THE ACTUAL LOAD OF THE LIGHTING (SPECIFICALLY, BUT NOT LIMITED TO, TRACK LIGHTING) AND INSTALL DIMMERS OF PROPER WATTAGE. 4.23. ELECTRICAL CONTRACTOR SHALL IDENTIFY ALL CIRCUIT NUMBERS AT JUNCTION, OUTLET, SWITCH OR PULL BOXES WITH PERMANENT MARKER ON THE INSIDE OF THE BOX COVER OR TRIM PLATE. 5.SUBMITTALS 5.1. SUBMIT 6 SETS OF SHOP DRAWINGS AND SAMPLES FOR ALL EQUIPMENT PRIOR TO ORDERING AND IN A TIMELY MANNER. SUBMITTALS SHALL INCLUDE LIGHT FIXTURES (INCLUDING LIGHT POLES), SWITCHBOARDS, PANELBOARDS, STARTERS, HVAC ELECTRICAL EQUIPMENT AND TRANSFORMERS. DESIGN BUILD ARE EXEMPT FROM SUBMITTAL REQUIREMENTS. 5.1.1. SHOP DRAWINGS SHALL INCLUDE LAYOUT DIMENSIONS AND IDENTIFICATION OF SPECIFIC EQUIPMENT FOR INSTALLATION, MINIMUM NEC CLEARANCES (E.G. 110.26) SHALL BE INDICATED. 5.1.2. THE CONTRACTOR SHALL INCLUDE COMPARISON DATA AND SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS WHEN SUBSTITUTIONS ARE PROPOSED. THE CONTRACTOR REMAINS RESPONSIBLE TO PROVIDE THE ORIGINALLY SPECIFIED EQUIPMENT IN ACCORDANCE WITH THE ORIGINAL DELIVERY DATE (AT THEIR COST) WHEN SUBSTITUTIONS ARE NOT APPROVED. 5.2. THE CONTRACTOR SHALL PROVIDE PROOF OF PERFORMANCE BOND WITH HIS INITIAL SUBMITTALS (E.G. SHOP DRAWINGS) TO INCLUDE A WARRANTY FOR THE WARRANTY PERIOD (2 YEARS). 5.3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND ACCURATE "AS BUILT" DRAWING TO THE OWNER AND ENGINEER WITHIN 2 WEEKS OF OWNER ACCEPTANCE. PROVIDE (4) SETS OF BLUE LINES OR REPRODUCIBLE OF SAID PLANS. 5.4. PROVIDE A LETTER TO THE OWNER AND ENGINEER CERTIFYING ALL EQUIPMENT AND TERMINATION'S ARE TORQUED PER THE LISTING OF THE EQUIPMENT. THIS CERTIFICATION SHALL BE EXECUTED BY A LICENSED CONTRACTOR, AND WRITTEN CERTIFICATION PROVIDED ON COMPANY LETTERHEAD. 5.5. PROVIDE COPIES OF ALL MANUFACTURER/SUPPLIER WARRANTIES AND GUARANTEES TO THE OWNER WITHIN 2 WEEKS OF FINAL ACCEPTANCE BY THE OWNER. 6.TESTING 6.1. SUBMIT A COPY OF ALL TEST RESULTS FOR THE ELECTRICAL POWER DISTRIBUTION SYSTEM AS A COMPLETE PACKAGE TO THE OWNER AND ENGINEER. PACKAGE MUST PROVIDE SPECIFIC VALUES OF TEST DATA OBTAINED AGAINST ACCEPTANCE CRITERIA (SIMPLE PASS/FAIL ALONE IS INADEQUATE). TESTING PERSONAL SHALL BE CERTIFIED BY INTERNATIONAL ELECTRIC TESTING ASSOCIATION (NETA) OR NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET). 6.2. GROUNDING SYSTEM FALL-OF-POTENTIAL (RESISTANCE TO GROUND) SHALL PROVIDE LESS THAN 25 OHMS RESISTANCE TO GROUND AND LESS THAN .5 OHMS POINT TO POINT BETWEEN THE MAIN GROUNDING ELECTRODE SYSTEM AND MAJOR ELECTRICAL EQUIPMENT FRAMES, SYSTEM NEUTRAL, AND/OR DERIVED NEUTRAL POINTS. (REF IEEE STANDARD 81-1991 AND 142). SHALL NOT BE PERFORMED WITHIN 96 HOURS OF RAIN FALL. 6.3. OVER POTENTIAL (HIGH POTENTIAL) TESTING ON BUSSES GREATER THAN 1000 AMPS (OR MODIFICATION OF SERVICES) GREATER THAN 400 AMPS AND EACH PHASE TO GROUND IN ACCORDANCE WITH SWITCH GEAR / SWITCH BOARD MANUFACTURES RECOMMENDATIONS FOR ONE MINUTE. THE INSULATION SHALL WITHSTAND THE OVER POTENTIAL TEST VOLTAGE APPLIED. 6.4. GROUND-FAULT PROTECTION SYSTEM SHALL BE TESTED USING PRIMARY INJECTION FOR PICK UP TESTS. RELAY TIMING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 6.5. PROVIDE TWO COPIES OF ACCEPTANCE OF FIRE ALARM SYSTEM BY LOCAL FIRE AUTHORITY. 6.6. INSULATION RESISTANCE (MEGGER) (AC AND DC (1000v) FOR ONE MINUTE) SHALL PROVIDE 50 MEGOHMS OR GREATER. TESTING MAY BE PERFORMED BY CONTRACTOR, WITH WRITTEN CERTIFICATION BY LICENSED CONTRACTOR. 7.WARRANTY 7.1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY THEM UNDER THIS CONTRACT FOR A PERIOD OF (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTS DEVELOPING DURING THE WARRANTY PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. 7.2. THE ENGINEER AND OWNER RETAIN THE RIGHT TO REQUIRE REMOVAL AND INSTALLATION OF ANY MATERIAL OR EQUIPMENT NOT IN COMPLIANCE WITH THE PROVISIONS AND STANDARDS OF THESE DRAWINGS AND SPECIFICATIONS. NO CLAIM FOR ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK PERFORMED IN THIS REGARD. 7.3. THE CONTRACTOR AGREES TO TRANSFER ALL MANUFACTURERS/SUPPLIERS WARRANTIES AND GUARANTEES TO THE OWNER. THIS INCLUDES COMPLETION OF ALL DOCUMENTATION FOR THE MANUFACTURER/SUPPLIER. 8.SERVICE 8.1. PROVIDE AND INSTALL NEW SERVICE SECTION AS SHOWN ON DRAWINGS. SES SHALL BEAR U.L. LABEL, HAVE COPPER BUSSING - SILVER PLATED AND AMPERAGE RATING AS SHOWN ON DRAWINGS. METERING AND PRIMARY PULL SECTION SHALL BE BARRIERED FROM OTHER WORK AND APPROVED BY BOTH THE LOCAL UTILITY COMPANY AND AUTHORITY HAVING JURISDICTION. 8.2. GROUND FAULT PROTECTION SHALL BE PROVIDED FOR SERVICES RATED 150 VOLTS TO GROUND OR GREATER ON ALL SERVICE DISCONNECTS GREATER THAN 1000A. 8.3. GROUND FAULT PROTECTION ON MAINS AND SUB-MAINS MUST HAVE AUDIBLE/VISIBLE ALARMS. 8.4. ENCLOSURES SHALL MEET UL & PUBLIC UTILITY REQUIREMENTS BARRIERED BETWEEN SECTIONS, LINE AND LOAD, BOTH BARRIERED. 8.5. NO COVERS GREATER THAN 1/3 HEIGHT OF EQUIPMENT. 8.6. FULL SIZED NEUTRAL BUSSING AND NON-TAPERED BUSSING WILL BE STANDARD. ALL SPACE WILL BE FULLY BUSSED FOR FUTURE. ALL BUSSING WILL BE PHYSICALLY BARRIERED. 8.7. ENCLOSURES SHALL MEET UL & PUBLIC UTILITY REQUIREMENTS BARRIERED BETWEEN SECTIONS, LINE AND LOAD, BOTH BARRIERED. 8.8. ALL SERVICES SHALL BE PROVIDED WITH A PERMANENTLY ATTACHED, ENGRAVED PLATE SHOWING S.E.S. BUSSING TO INCLUDE ALL TORQUE VALUES FOR PREVENTATIVE MAINTENANCE PURPOSES. 8.9. ALL SERVICES SHALL BE LISTED FOR FRONT ACCESSIBILITY ONLY, WHERE LOCATED ON WALLS, ALL OTHERS SHALL BE FRONT. 8.10. ALL SERVICE DOORS SHALL BE HINGED AND LOCKABLE. 8.11. NEW SERVICE INSTALLATIONS FOR MULTI TENANT FACILITIES WITH MULTIMETER SERVICES, SHALL HAVE ALL UNDERGROUND CONDUITS INSTALLED IN THE APPROPRIATE SERVICE SECTION. DO NOT INSTALL CONDUITS WHERE THERE EXISTS A POSSIBILITY OF IMPROPER CABLE ROUTING TO OTHER SECTIONS. 9.DISTRIBUTION 9.1. PANELBOARDS (EXISTING): ADD CIRCUIT BREAKERS AS REQUIRED FOR CIRCUITING. MATCH PRECISELY BRAND AND A.I.C. RATING. TANDEM AND PIGGY-BACK BREAKERS ARE NOT PERMITTED. ALL LUGS OR CONNECTORS TO BE 90 DEGREE C RATED. 9.2. PANELBOARDS (NEW): TO BE RATED AS SHOWN ON DRAWINGS. PROVIDE NEMA ENCLOSURES AS REQUIRED BY CODE. CUTOUT BOXES TO BE ENLARGED FOR DOUBLE NEUTRALS AND LUGS AND SHALL BE SIZED TO ACCOMMODATE ISOLATED GROUND BUSS AND NORMAL GROUND BUSS. ALL TERMINATIONS OR CONNECTORS TO BE RATED 75 DEGREE CENTIGRADE MINIMUM. 9.3. CIRCUIT BREAKERS WILL BE SWITCH RATED AND AMBIENT COMPENSATED FOR ALL CIRCUITS. PROVIDE SWITCHED NEUTRALS ON ALL CIRCUIT BREAKERS FEEDING CLASS 1 AND CLASS 2 AREAS WITH NEUTRALS. GFCI ON CIRCUITS WITH NEUTRALS TO DEVICES ABOVE CLASSIFIED AREAS. ALL LIGHTING PANELS/CIRCUIT BREAKERS SHALL BE RATED FOR CONTINUOUS DUTY. 9.4. ALL EQUIPMENT (PANELS, DISCONNECT SWITCHES, STARTERS, ETC.) WILL BE MARKED WITH BLACK ENGRAVERS STOCK TAGS EMBOSSED WITH 1/4" HIGH LETTERS DESCRIBING EACH ITEM. CONDUCTORS WILL BE MARKED AT ALL TERMINATION AND JUNCTION POINTS (PANELS, JUNCTION BOXES, SPLICES, ETC.) WITH LABELS BEARING THE PANEL AND CIRCUIT NUMBER WHICH FEEDS EACH CONDUCTOR (PER NEC 210.4, 300.3). 9.5. ALL PANELBOARDS WILL HAVE TYPED DIRECTORY CARDS IDENTIFYING ALL CIRCUITS AND SPACES REVISED, IF NECESSARY, FOR THIS WORK. EXISTING PANEL/PANELBOARDS SHALL HAVE EACH EXISTING CIRCUIT TRACED AND VERIFIED. UPDATE PANEL DIRECTORY AS NEEDED. 9.6. TRANSFORMERS 15 KVA AND ABOVE SHALL BE 150 DEGREE CENTIGRADE TEMPERATURE RISE ABOVE 40 DEGREE CENTIGRADE AMBIENT. ALL INSULATING MATERIALS TO BE IN ACCORDANCE WITH NEMA ST20-1972 STANDARDS FOR A 220 DEGREE C. UL COMPONENT RECOGNIZED INSULATION SYSTEM. SINGLE PHASE TRANSFORMERS 15 KVA THROUGH 167 KVA, AND THREE PHASE TRANSFORMERS THROUGH 112.5 KVA SHALL BE DESIGNED SO THEY CAN BE EITHER FLOOR OR WALL MOUNTED. THE TRANSFORMER SHALL BE LISTED BY UNDERWRITERS LABORATORY FOR THE SPECIFIED TEMPERATURE RISE. 9.7. LABEL ALL PANELS/TRANSFORMERS/DISCONNECTS WITH "WARNING" - ELECTRICAL EQUIPMENT - DANGER - QUALIFIED PERSONNEL ONLY TO OPERATE AND OPEN EQUIPMENT. 9.8. ALL ELECTRICAL EQUIPMENT INCLUDING SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS AND MOTOR CONTROL CENTERS SHALL BE MARKED IN ACCORDANCE WITH NEC ARTICLE #110.16 FOR FLASH HAZARD. (REFERENCE NFPA #70E-2000 AND ANSI #Z535.4-1998). 9.9. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY, QUICK-MAKE, QUICK-BREAK, HORSEPOWER RATED, NEMA 1 INDOOR, NEMA 3R GASKETED, (4X) NEMA 12, OR NEMA 7 AS APPLICABLE WITH CLASS RK-1 BUSSMAN FUSES AND REJECTION CLIPS, SIZED OR AS SHOWN ON DRAWINGS. PROPER DISCONNECTS PER N.E.C. WILL BE PROVIDED FOR EACH PIECE OF ELECTRICAL EQUIPMENT. 9.10. MANUAL MOTOR STARTERS WITH THERMAL OVERLOADS WILL BE PROVIDED FOR MOTORS 1/2 HP TO 1 HP. SQUARE 'D' CLASS 2510, 2511, 2512 OR EQUAL, AMBIENT COMPENSATED AS REQUIRED. 9.11. MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS, (2) AUXILIARY CONTACT SWITCHES, INTERNAL LINE VOLTAGE TO 24 VOLT TRANSFORMER (250VA. MIN) WITH PROPER PRIMARY/SECONDARY PROTECTION, AMBIENT COMPENSATED, GREEN RUNNING LIGHT, HAND-OFF-AUTO, ACROSS THE LINE STARTERS TO 25HP. WILL BE PROVIDED WITH EACH MOTOR AS SHOWN ON THE DRAWING (ONE HORSEPOWER TO 25 H.P.). 9.12. ALL PANELBOARDS SHALL HAVE HINGED, LOCKABLE COVERS. ALSO SEE SECTION 7.4. 10.LUMINAIRES 10.1. FURNISH AND INSTALL ALL LUMINAIRES COMPLETE WITH LAMPS, WHIPS AND ACCESSORIES. ALL RECESSED LUMINAIRES WILL BE RATED FOR USE IN ANY CEILING APPLICATIONS AND BE THERMALLY PROTECTED. 10.2. MOUNTING TYPE AND VOLTAGE OF LUMINAIRES IS THE RESPONSIBILITY OF THE CONTRACTOR. (4) EARTHQUAKE CLIPS WILL BE INSTALLED ON EACH FIXTURE MOUNTED IN GRID OR FLANGE TYPE CEILINGS. FLUORESCENT FIXTURE LENSES WILL BE 100% ACRYLIC, .125" THICK MINIMUM. 10.3. ALL LUMINAIRES TO BE INSTALLED IN SYMMETRICAL MANNER FREE FROM LIGHT LEAKS AND DIRTY LENSES OR REFLECTORS. 10.4. ALL LAY-IN LUMINAIRES IN ACOUSTICAL CEILING SYSTEMS WILL BE INSTALLED PER ASTM STANDARDS C635, C635M, C636, C636M, AND UBC STANDARD 25-2 VERIFY WITH LOCAL BUILDING AUTHORITY. 10.5. SUPPORT LUMINAIRES PER UBC-1507 WITH TWO LOOSE SIZE 9 WIRES TO STRUCTURES ON OPPOSITE CORNERS AND 2 TAUGHT SIZE 9 WIRE TO STRUCTURES AT CORNERS OR TO GRID WITHIN 3" OF FIXTURE. ALL H.I.D. OR FLUORESCENT LUMINAIRES WILL HAVE GREATER THAN .9 POWER FACTOR BALLASTS. 11.TELEPHONE SYSTEM 11.1. PROVIDE AND INSTALL A COMPLETE SYSTEM OF EMPTY RACEWAYS (WITH PULL STRING). PROVIDE REQUIRED/REQUESTED INFORMATION TO TELEPHONE COMPANY PRIOR TO INSTALLATION. 12.DATA/INFORMATION SYSTEMS 12.1. PROVIDE AND INSTALL A COMPLETE SYSTEM OF RACEWAYS (CABLE TRAYS, J-HOOKS, CONDUIT SLEEVES) OF PREFERABLY OPEN CONSTRUCTION WITH PULL LINE. RACEWAYS TO BE CONTINUOUS. 13.FIRE ALARM SYSTEM 13.1. PROVIDE AND INSTALL A COMPLETE AND WORKING FIRE ALARM SYSTEM, POWER LIMITED BY NEC DEFINITION. ALL WIRING TO BE CLASS "A" OR "B" WITH DEVICES AND CONDUCTORS TO BE U.L., F.M., OR C.S.A. LISTED AND APPROVED (LABELS ON EQUIPMENT). 13.2. ALL WIRING TO BE #14 A.W.G. CU., STRANDED, 105 DEGREE INSULATED, PLENUM RATED. INSTALLED IN CONDUIT OR RACEWAY WITH SIX (6) FEET SPACING BETWEEN OUTPUT/INPUT PER N.F.P.A. 13.3. SYSTEM INSTALLATION AND DEVICES WILL BE IN ACCORDANCE WITH ALL PERTINENT AND THE MOST STRINGENT REQUIREMENTS (ONLY POWER LIMITED SYSTEMS WILL BE ACCEPTED) OF: 13.3.1. NATIONAL FIRE PROTECTION AGENCY (NFPA) NFPA 70 - NATIONAL ELECTRICAL CODE 13.3.2. NFPA 72 13.3.3. NFPA 71 - CENTRAL STATION SIGNALING 13.3.4. ARS TITLE 26, CHAPTERS 2-3 (ARIZONA STATE FIRE CODE) 13.3.5. ADA AND ARIZONA HANDICAPPED REGULATIONS 13.3.6. INTERNATIONAL CONSTRUCTION BUILDING AND FIRE CODES 13.3.7. WORK SHALL BE INSTALLED BY UL CERTIFIED INSTALLERS 13.4. DO NOT POSITION SMOKE DETECTORS WITHIN 36" OF ANY AIR HANDLING GRILLES (SUPPLY OR RETURN) OR WITHIN 12" OF FACILITY LIGHTING FIXTURES. 13.5. ALL DEVICE BACK BOXES TO BE MOUNTED FLUSH, PERPENDICULAR TO FINISH WALLS AND CEILING SURFACES USING STANDARD "TRADE" MOUNTING HARDWARE. 13.6. CONTRACTOR WILL COMPLY WITH PROJECT SPECIFICATIONS, AND SUPPLY SHOP DRAWINGS, CUTS, SAMPLES, ETC. TO THE ENGINEER WITHIN 5 DAYS OF CONTRACT AS REQUIRED. 13.7. SYSTEM MONITORED AT ACM, U.L. APPROVED MONITORING STATION LOCATED IN CITY OF PROJECT. 13.8. EXTEND EXISTING SYSTEM TO NEW DEVICES. LOADS ON EACH ZONE, OR RUN TO BE CALCULATED (RESULTS TO ENGINEER) PRIOR TO INSTALLATION. ADDITIONAL RUNS, ZONES, CONTROL CARDS, ETC., REQUIRED FOR FACP/FAANN TO BE INCLUDED IN BID. 13.9. GAMEWELL IS AN ACCEPTABLE MANUFACTURER. 13.10. ALL SPRINKLER SYSTEMS WITH GREATER THAN 100 HEADS SHALL HAVE MINIMUM 4 ZONE CLASS B FIRE ALARM CONTROL PANEL WITH AUTO DIALER. (UNLESS COMPLETE CLASS A FIRE ALARM SYSTEM IS INDICATED ON PLANS). SPRINKLER SYSTEMS WITH LESS THAN 100 HEADS REQUIRE ONLY CONNECTION TO WATER FLOW AND TAMPER SWITCH. (UNLESS OTHERWISE NOTED OR INDICATED) 14.ELEVATORS 14.1. ALL INSTALLATIONS AND EQUIPMENT SHALL COMPLY WITH N.E.C. ARTICLE 620 AND ASME/ANSI STANDARDS A17.1. 14.2. SPECIFIC REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO: 14.2.1. A SEPARATE BRANCH CIRCUIT WITH DISCONNECT (CAPABLE OF BEING LOCKED IN THE OPEN POSITION, LOCATED IN THE MACHINE ROOM)(BRADY NO. 2AF98 OR EQUAL.) PROVIDED FOR EACH ELEVATOR CAR FOR LIGHTS, FANS AND/OR ACCESSORIES. 14.2.2. HVAC SYSTEMS SHALL BE PROVIDED WITH SEPARATE BRANCH CIRCUIT. (CAPABLE OF BEING LOCKED IN THE OPEN POSITION LOCATED IN THE MACHINE ROOM) (BRADY NO. 2AF98 OR EQUAL.) HVAC TAPS WITH OTHER UNITS). 14.2.3. A SEPARATE BRANCH CIRCUIT FOR EQUIPMENT ROOM LIGHTING AND GFCI PROTECTED OUTLET (REQUIRED). 14.2.4. DEDICATED BRANCH CIRCUITS FOR HOIST WAY PIT LIGHTING AND GFCI OUTLET (REQUIRED). MINIMUM LIGHTING SHALL BE 4'-0" FLUORESCENT STRIP, (2) LAMPS AND WIRE GUARD. 14.2.5. NO CONDUITS, PIPES, DUCTS OR OTHER RACEWAY SYSTEMS SHALL PASS INTO OR THROUGH THE ELEVATOR EQUIPMENT ROOM OR HOIST WAY WHICH IS NOT DIRECTLY RELATED TO ELEVATOR OPERATION. (THIS DOES NOT INCLUDE REQUIRED SPRINKLER PIPING). 14.2.6. IF SPRINKLERS ARE PRESENT, IN EITHER OR BOTH ELEVATOR EQUIPMENT ROOM AND ELEVATOR HOIST WAY, THE CONTRACTOR SHALL PROVIDE A SHUNT TRIP MECHANISM AS A MEANS OF DISCONNECTING POWER TO THE AFFECTED ELEVATOR AND CONTROLLER PRIOR TO THE APPLICATION OF WATER. (SPRINKLER ACTIVATION OUTSIDE OF ELEVATOR EQUIPMENT ROOM OR HOIST WAY SHALL NOT DISCONNECT POWER). 14.2.7. INSTALL 165° RATE OF RISE HEAT DETECTORS IN THE ELEVATOR EQUIPMENT ROOM, TOP OF HOIST WAY AND BOTTOM OF HOIST WAY - ALL WITH AUX. CONTACTS FOR CONNECTION TO BOTH FIRE ALARM CONTROL PANEL AND SHUNT TRIP MECHANISM IN EQUIPMENT ROOM. ANY DETECTOR ACTIVATION WILL SHUNT TRIP THE EQUIPMENT. 14.2.8. INSTALL SMOKE DETECTORS IN ELEVATOR EQUIPMENT ROOM, TOP OF HOIST WAY AND BOTTOM OF HOIST WAY AND CONNECT TO FIRE ALARM CONTROL PANEL AS A MEANS OF PRELIMINARY SHUT DOWN WARNING, AND TO ELEVATOR CONTROLLER FOR RECALL FUNCTION. 14.2.9. PROVIDE SMOKE DETECTORS IN ALL ELEVATOR LOBBIES. PROVIDE AUXILIARY CONTACTS AT EACH SMOKE DETECTOR FOR CONNECTION TO ELEVATOR CONTROLLER FOR ALTERNATE FLOOR RECALL MODE DURING A FIRE. THESE SPECIFICATIONS ARE BASED UPON THE 2020 NEC. THE CODE(S) ADOPTED BY THE AUTHORITY HAVING JURISDICTION SUPERCEDE THE SECTIONS LISTED BELOW BUT ONLY IF THOSE REQUIREMENT(S) ARE MORE STRINGENT. ELECTRICAL SPECIFICATIONS NE W 2 0 0 0 A S E R V I C E 10 0 1 S . G R A N D A V E SA N T A A N A , C A 9 2 7 0 5 ARCHITECT: CONSULTANTS: SEAL & SIGNATURE: ISSUED FOR: DESCRIPTION:DATE: KEY PLAN SHEET NAME: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET NO.: Copyright 120DEGREEZ 2019c NORTH San Diego | Los Angeles www.120degreez.com 619.323.1515 | 310.364.5228 Mechanical | Electrical | Plumbing MEP Project No.: 25−070 CITY OF SANTA ANA PROJECT DATA manningan 11cliro ge y WALL MOUNTED (E) BUILDING WALL zN ACCESSIBILITY SIGN PER SITE 1001 S Grand Ave. L.L C) 11 B-502.6. SEE ADDRESS C A 2 705 DETAIL 2Santa❑ o? Ana,Ain) w 36 MIN. WARNING E SIGN o 11 B-705.1.2) OWNER PEPAM I I I I 11VIIIII 12;/ N a) LEGAL APN: 402-322-01 /'�j C P-BOOK: 37 PAGE: 7 PAR: 1 U z Q PROVIDE WHEEL STOP IF SCOPE OF WORK W z c SIDEWALK IS 4' WIDTH (WHEEL 00 N < 0 2 J op STOP NOT REQ'D FOR WALK WIDTH 6' OR GREATER) O cv CONC. 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WHITE I 2 I WHEN CAR IS PARKED. \ 4` LETTERING 5 LANDSCAPE U 4 Wheel Parts Santa a -�4 Exp.3/31/26 � PER SEC. 1 129B.5 I Tecta America ° �Warw NOTE: WHEELCHAIR WITH V ACCESSIBLE VAN ACCESSIBLE 1 Off Road & 4X4 Parts J�ql C Iv 0- NOTE: PROFILE gg Southern California... �Shop At4WPNear You >FOF CA1.\FO TO BE PAINTED IN WHITE NO � �E�WakefiamAve���E Wakeham we WITH BLUE BACKGROUND � PARKING � � � I I TYP. SEE DIET 3 I (E) PARKING 131_ NOTE: EQ EQ7-1 MAX. SLOPE FOR SURFACE LOT WAREHOUSE © 1ao -C-4 ' < LJ Mj AREAS OF 9 -0 8 -0" VAN 9'-0 I o Electrolu �Q-)I0 CONTRACTOR OWNER rgy ACCESSIBLE PARKING 5'-O" MIN. AT TYP. I 12s 3 I `"' a � AREAS, INCL. ACCESS F�l I ACCESSIBLE PARKING STALL) _ _ _ = 1 -� L On Call Event Rentals Ql AISLES, SHALL BE I - - 2% MAX. �Mormaridy+Pl Normandy=Ph ----- E 1-STY Building Patagonia I Eve da Flowers g Supplies i - -- y EXISTING ADA PARKING STALL DETAIL. (FIELD VERIFY) TILT -UP Al I BUILDING I r- 17" I 1 30,000 S.F. (E) PARKING 20= _ _ MIN. LOT 6 McDonald'sCL $ 1" HIGH (MIN.) CD J J-i m MC LETTERING. Ave_ LETTERING. (TYP.) CD 10 10I ve y Calibeo 9" VERIFY SIZE, COLOR, Lri 4 OFFICE McFaddenTAM. WORDING, ETC. W/ UNAUTHORIZED VEHICLES f r71 I I n *• TRAFFIC ENGINEERING PARKED IN DESIGNATED I ®' John F. Kennedy a Sce Chesnut substation P DEPT. ACCESSIBLE SPACES NO 84 U Elementaarry School County ��JJ DISPLAYING DISTINGUISHING f! PROJECT METAL SIGN WITH PLACARDS OR LICENSE x r I i PORCELAIN ON L O x ROUNDED CORNERS N Z PLATES ISSUED FOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 116 N PERSONS WITH DISABILITIES STEEL SIGN WITH ° o MAY BE TOWED AWAY AT REFLECTORIZED I o O x I 170 SHEET INDEX ACCESSIBLE 1 OWNER'S EXPENSE. TOWED TEXT.(TYP.) I @ 179 I El 0 11 m 155 I Q PARKING /4" WIDE BORDER VEHICLES MAY BE I I I ® I Al SITE PLAN L J LINE AT ALL SIDES RECLAIMED BY ® ® ® ® ® I x S1 FLOOR PLAN & STRUCTURAL DETAILS & NOTES ^ Q (V TELEPHONING 000-0000 . . . . . . i& WHITE OCCUPANT ON 13 I-x-x-x EO.O GENERAL ELECTRICAL NOTES DARK BLUE (E) PARKING I - - - x EO.1 CONSTRUCTION ELECTRICAL PLANS L1J PERMIT ONLY BACKGROUND 3" ROUND. GALVANIZED 3 LOT 3 > N C� S250.00 FI STEEL PIPE I AREA OF E0.2 ELECTRICAL SPECIFICATIONS c? COLUMN SET 2'0" I 90 o PROPOSED 106 1 - E1.0 ELECTRICAL POWER PLAN o `` INTO 12" x 3'0" ® ® 00 E2.0 ELECTRICAL DIAGRAMS & PANEL SCHEDULE TO F/rV DARK BLUE TEXT ON m DEEP CONC. FTG. EXTERIOR Q 00 WHITE BACKGROUND a CV SURFACE FINISH PAVING WORK U jL 63 56 55 40 I ` 00 ACCESSIBLE SEE PLAN FOR 64 (E) YARD z 2 MOUNTED PARKING SIGN 3 ADDITIONAL E PARKINGSIGNc/� Q O APPLICABLE CODES � � Al Al 1 Q ALL DESIGN AND PLANS BASED ON THE 2022 CALIFORNIA BUILDING CODE (CbC), Q 2022 CALIFORNIA PLUMBING CODE (CPC), 2022 CALFORNIA MECHANICAL CODE (CMC), O 39 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022 CALIFORNIA ENERGY CODE and U 17 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) Q C) GENERAL ACCESSIBILITY NOTES C. WALKS 485'00 ' A. HANDICAPPED PARKING SPACES B O L D I N G DATA 1. SPACES SHALL BE SO LOCATED THAT HANDICAPPED PERSONS 1, WALKS SLOPING GREATER THAN 1 IN 20 (5%) MUST COMPLY WITH REQUIREMENTS FOR RAMPS. SEE 10/ A10.1 J ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 2. WALK WIDTH SHALL BE 48" MINIMUM. TYPE OF CONSTRUCTION IIIA 2. SINGLE PARKING SPACE SHALL BE 9 FT. WIDE x 18 FT. WITH AN 3. WALKS WITH SLOPES 6% OR GREATER SHALL HAVE SLIP RESIS- ADJACENT 5 FT, WIDE LOADING AREA ON THE PASSENGER SIDE TANT (BROOM) FINISH. OCCUPANCY GROUP S / B OF THE VEHICLE. 4. THE MAXIMUM CROSS SLOPE SHALL NOT EXCEED 1/4" PER FOOT. WAREHOUSE / OFFICE SHEET CONTENT 3. DOUBLE PARKING SPACES SHALL BE 23 FT. WIDE x 18 FT. WITH A 5 FT. LOADING AREA BETWEEN THE TWO 9 FT, VEHICLE SPACES. 5. GRATINGS ARE DISCOURAGED WHENEVER POSSIBLE. SITE PLAN SPRINKLED: YES 4. MAXIMUM SLOPE OF PARKING SURFACE IN ANY DIRECTION 6, AT EACH DOOR OR GATE A 60"x60" LEVEL AREA IS REQUIRED SHALL NOT EXCEED 1/4" PER FOOT. WHEN THE DOOR SWINGS TOWARD THE WALK. STORIES: 1 5. PARKING SPACE(S) SHALL BE IDENTIFIED BY SIGN WITH THE 7. A 24" CLEAR SPACE IS REQUIRED ON THE STRIKE EDGE SIDE OF INTERNATIONAL SYMBOL OF ACCESSIBILITY (FIG. C. 1 /A-10.1) A DOOR OR GATE SWINGING OVER A WALK. MOUNTED ON A POST OR WALL IN FRONT OF THE SPACE. SIGN Revision SHALL BE REFLECTIVE, WHITE WITH A DARK BLUE BACKGROUND, 8. A 48"x44" DEEP LEVEL AREA IS REQUIRED WHEN THEN DOOR OR NOTES By: AT LEAST 70 SQUARE INCHES AREA, AND MOUNTED Date ABOVE GATE SWINGS AWAY FROM THE WALK. GRADE WHEN POST IS IN A PATH OF TRAVEL, OR 36" ABOVE VE GRADE FOR WALL MOUNTING. ®6. IN ADDITION, SURFACE OF PARKING SPACED. PEDESTRIAN RAMPS SITE PLAN KEY NOTES S) SHALL BE IDEN- 1A PATH OF TRAVEL WITH A SLOPE GREATER THAN 1 IN 20 SHALL 1 VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. . TIFIED BY EITHER OF THE FOLLOWING SCHEMES: BE CONSIDERED A RAMP. A. OUTLINING OR PAINTING SPACE IN BLUE WITH CONTRAST- SITE PLAN NOTES: PARKING ANALYSIS 2 IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL 2. THE MAXIMUM SLOPE SHALL BE 1 IN 12. EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS ING COLOR PROFILE VIEW OF WHEELCHAIR W/ OCCUPANT, 1 EXISTING AC PAVING OR 3, RAMP WIDTH SHALL BE 48" MINIMUM. 1NO ABRUPT CHANGES IN ELEVATION ALONG THE BUILDING AREA= 30,000 S.F. TO NOTIFY THE OWNER AT ONCE UPON DISCOVERY OF ANY OMISSIONS . B. INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON 4. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF RAMPS : 2 EXISTING LANDSCAPING OR CONFLICTS IN THE DRAWINGS. BLUE BACKGROUND, 36" x 36", VISIBLE WHEN VEHICLE A. BOTTOM LANDINGS SHALL BE MINIMUM OF 72" IN THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OFFICE AREA= 2,250 S.F. 1 IS PARKED. DIRECTION OF TRAVEL. OF TRAVEL SHALL NOT EXCEED 5% AND 2% CROSS SLOPE, FilEXISTING ADA ACCESSIBLE PARKING STALL DA 3 PREPARATION OF BUILDING SITE SHALL BE PER SECTION 3304 CBC (ALL 7. EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR EACH B. TOP LANDING SHALL BE 60" x 60" MINIMUM. (FIELD VERIFY) WAREHOUSE AREA= 27,750 S.F. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH HANDICAPPED PARKING SPACE(S) SHALL HAVE A SIGN, PROVIDE DETECTABLE WARNING SURFACE AT ZERO CURB OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND TO BE 17" X 22", STATING THAT UNAUTHORIZED VEHICLE PARKING IN C. WHEN DOOR SWINGS ONTO TOP LANDINGS, THE MINIMUM 2. THE ENTRANCE DOORS, LEADING TO THE PROPOSED HANDICAPPED SPACE(S) MAY BE SUBJECT TO TOW. DEPTH OF LANDING IS THE DOOR WIDTH PLUS 42". El BY THE BUILDING) AREA OF REMODEL COMPLY WITH THE HANDICAP SPACES REQUIRED SPACES PROVIDED EXISTING RAMP 8. VERTICAL CLEARANCES TO ENTRANCE AND WITHIN ACCESSIBLE D. WHEN DOOR SWINGS ONTO THE TOP LANDING, THE ACCESS REQUIREMENTS. INSPECTOR TO VERIFY. LEVELS OF PARKING STRUCTURE SHALL BE 8 FT. 2 IN. TO ANY WIDTH OF LANDING SHALL EXTEND 24" PAST THE STRIKE 2,250 333.33 ENGINEER OF RECORD STRUCTURAL MEMBER, DUCT OR PIPE, EDGE OF DOOR FOR EXTERIOR RAMPS, OR 18" PAST THE 3. AN ADDITIONAL SIGN STATING 3250 MINIMUM FINE" STRIKE EDGE FOR INTERIOR RAMPS. BELOW THE SYMBOL OF ACCESSIBILITY WILL BE OFFICE = 7 SPACES Date: 8.13.25 B. CURB RAMPS 5. A 60" INTERMEDIATE LANDING IS REQUIRED AT EACH 30 INCH PROVIDED. ss(1129B.4) SHUCRI I. YAGHI VERTICAL CHANGE, AND A 72" LANDING IS REQUIRED AT EACH 27,750 / 1000 Scale: AS NOTED 1_ CURB RAMPS SHALL BE LOCATED WHEREVER PEDESTRIAN PATHS DIRECTION CHANGE OVER 30 DEGREES. 4. THE BORDER OF THE ACCESS AISLE SHALL BE PAINTED BLUE. WAREHOUSE 112 E. CHAPMAN AVE CROSS ACURB. = 28 SPACES 6. RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP WHEN 5. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON SUITE "D" 2. CURB RAMP SHALL BE A MINIMUM OF 48" WIDE, WITH MAXIMUM SLOPE EXCEEDS 1 IN 15, ORANGE, CA 92866 Drawn by: AL SLOPE OF 1 IN 12. FLARED RAMP SIDES SHALL HAVE A MAXIMUM ALL ACCESSIBLE ENTRANCES. 193 SPACES PH (714) 997 9120 SLOPE OF 1 IN 10. 7. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 30" TO 34" TOTAL = 35 SPACES ABOVE RAMP SURFACE, WITH 12" EXTENSIONS BEYOND TOP AND 6. CONTRUCTION IN THE PUBLIC RIGHT OF WAY AND PROJECTION IT INCLUDES (5) FX (714) 744 3676 Job: XXXXXX 3. A LEVEL 48"OVER MIN. DEPTH LANDING IS REQUIRED AT TOP OF CURB BOTTOM SLOPE, AND THE ENDS RETURNED. BEYOND THE PROPERTY LINE/S OR INTO THE ALLEYS SHALL ADA ACCESSIBLE RAMP OVER ENTIRE CURB RAMP WIDTH, $, HANDRAILS SHALL BE 1-1/4" TO 2" DIAMETER IN CROSS SECTION, 4. IF LANDING DEPTH LESS THAN 48" IS PROVIDED, THE SLOPE OF WITH A MINIMUM 1-1/2" CLEARANCE FROM ADJACENT WALL. COMPLY WITH CBC CHAPTER 32 SPECIAL INSPECTIONS REQUIRED File: XXXXXX FLARED SIDES SHALL NOT EXCEED 1 IN 12. 9, WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT 7. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, LEGEND 5. RAMP SURFACE IS TO BE SLIP RESISTANCE. OTHERWISE BOUNDED BY WALLS, EITHER A 2" HIGH CURB OR REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY 6. BORDER MARKINGS AT RAMP TOP AND SIDES SHALL BE 12" WIDE GUIDE RAIL CENTERED 2 TO 4 INCHES ABOVE THE RAMP SURFACE CALFORNIA BUILDING CODE CHAPTER 32. s 3306 REQUIRED. SEE SHEET S1 OF I" x I" GROOVES SPACED 3/4" APART. IS REQUIRED ON EACH SIDE. ( ) E. HAZARDS ...... EXISTING ACCESSIBLE ROUTE 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" ADJACENT TO SEE GENERAL ACCESSIBILITY NOTES WALKS, EXCEPT BETWEEN WALKS AND ADJACENT STREETS OR A- I DRIVES, SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING 6" ABOVE WALK SURFACE_ SITE PLAN 1/32"=1'-0" SHEET NO. CITY OF SANTA ANA Planning and Building Agency . I • KEYPLAN '7 0 ro SGrand Ave enterllne CD 1- a - i driveway — - rcn� oo e _ -77 G -0 drvveway ;driveway , I ,= P1 TJ �71i4 ark i i��-�1�I rg i v �I 1 driveway 2 ...� driveway oI rD a k n l l t` p rki g o s Y m L----�- ------------- ---� a a � 1 I_p ELECTRICAL SERVICE NOTES 1. REFER TO S.C.E. DRAWING FOR NEW SERVICE FOR NEW COMPLETE INSTALLATION REQUIREMENTS. 2. ALL SERVICE CONDUIT SWEEPS AND BENDS SHALL BE SCHEDULE 80 PVC. 3. ALL SERVICE CONDUIT SHALL BE MANDRELED AND CLEANED WITH APPROVED PULLROPES INSTALLED. 4. CONTACT UTILITY INSPECTION AT LEAST 48 HOURS BEFORE CONSTRUCTION TO SCHEDULE INSPECTION AND OBTAIN "UGS" INSTALLATION DRAWINGS. 5. CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF 2 WORKING DAYS PRIOR TO DIG. 6. SUBMIT SHOP DRAWINGS OF ALL PROPOSED SERVICE EQUIPMENT TO SCE FOR APPROVAL PRIOR TO ORDERING. CATV COMMUNICATIONS SPECIFICATIONS FOR UNDERGROUND SERVICE FEED: 1. CONTACT CATV SERVICE PLANNER PRIOR TO THE START OF CONSTRUCTION FOR ALL REQUIREMENTS AND INSPECTIONS. 2. PVC CONDUIT SCHEDULE 40 (NON -CORRUGATED) OR EQUIVALENT. CONDUIT TO BE PLACED FROM CATV PULLBOX, OR UTILITY POLE (AS MARKED BY CATV REPRESENTATIVE) TO THE HOUSE TO BE CONTIGUOUS WITH NO MORE THAN TWO 90 DEGREE BENDS OR COMBINATION OF BENDS TOTALING 180 DEGREES. 3. CONDUIT WILL BE BURIED TO A MINIMUM COVERED DEPTH OF 36" FROM FINAL GRADE ON PRIVATE PROPERTY. MINIMUM OF 12" SEPARATION FROM POWER WHEN IN JOINT TRENCH. 4. ALL CONDUIT BENDS SHALL GIVE A MINIMUM RADIUS OF 24". 5. MULE TAPE OR EQUIVALENT REQUIRED IN ALL CATV CONDUITS. 6. ALL CONDUITS SHALL BE LEFT CLEAN, DRY AND FREE OF DEBRIS OR ANY OTHER OBSTRUCTIONS. UNUSABLE CONDUITS SHALL BE REPLACED AT THE DEVELOPERS/OWNERS EXPENSE. 7. PROVIDE AND PLACE AN INSULATED #6 SOLID COPPER GROUND WIRE FROM THE PREWIRE LOCATION TO THE ELECTRICAL GROUND SOURCE, PROVIDING A COMMON BOND WITH A SEPARATE CLAMP. CLAMP IS TO BE ACCESSIBLE. THIS GROUND WIRE IS TO BE INSTALLED BY DEVELOPER'S LICENSED E.C. (SEE NEC ARTICLE 250-81 a OR c, 250-8cm, 250-117). APPLICATIONS WITH 7 OR MORE SERVICES WILL REQUIRE A 4'X4'x 3/4" BACKBOARD. E SITE POWER PLAN GENERAL NOTES ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING ANDTRENCHING ON THIS SITE TO AVOID EXISTING CONDUITS, PIPING AND DUCTS, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY THIS OR ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. E.C. SHALL PROVIDE AND MAINTAIN REQUIRED WORK SPACE, ACCESS TO WORK SPACE AND HEAD ROOM ABOUT ELECTRICAL EQUIPMENT AS PER TABLE 110.26(A)(1). — — — — — — — — — — — I I L------------ 1=1 1=rTDVr DnnRA 1/T — I -V 1. PROPOSED TRANSFORMER LOCATION, E.C. TO PROVIDE AND INSTALL PRECAST 101X12' TRANSFORMER PAD. CONFIRM LOCATION AND REQUIREMENTS WITH UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK. 2. COORDINATE EXACT LOCATIONS OF UTILITY SOURCES WITH CIVIL SITE UTILITIES PLAN DRAWINGS. 3. MAIN SERVICE SWITCH BOARD'MSA' 2000A, 480Y/277V, 3P, 4W. 4. E.C. SHALL FURNISH AND INSTALL AND TRENCHING 2 BANKS OF (4) 4"C, 45-0", SPACED A MIN. OF 6 APART PER TABLE 6-2 SCE WITH 3 #350 MCM AL IN EACH. FROM THE UTILITY CO POINT OF CONNECTION TO THE UTILITY TRANSFORMER. CONFIRM ALL INFORMATION WITH THE UTILITY COMPANY PRIOR TO INSTALLATION. 5. CONDUITS SIZE FOR UNDERGROUND PRIMARY SHALL BE DETERMINE BY S.C.E. ENGINEER. 6. ELECTRIC SERVICE, PROVIDED AND INSTALLED BY E.C. 7. PROVIDE PROTECTIVE BARRIER AS DETERMINED MAX. 4'-6" APART. 8. E.C. SHALL FURNISH AND INSTALL CONDUIT, CONDUCTORS AND TRENCHING FROM THE UTILITY CO POINT OF CONNECTION TO THE SERVICE EQUIPMENT. 2 BANKS OF (4) 4"C SPACED A MIN. OF 6' APART PER TABLE 6-2 SCE. CONFIRM ALL INFORMATION WITH THE UTILITY COMPANY PRIOR TO INSTALLATION. 9. NEW SWITCHBOARD'MSA', 2000A, 277/480V, 3PH, 4W. 10. EXISTING PANEL'HB', 200A, 208/120V, 3P, 4W. WITH EXISTING FEEDER FROM DRY TRANSFORMER'TT. KEYNOTES 11. EXISTING DRY TRANSFORMER73', 75 KVA, E.C. IS TO INTERCEPT THE EXISTING FEEDERS AND PROVIDE A JUNCTION BOX (SIZE TO MEET MINIMUM CEC REQUIREMENTS) TO TRANSITION AND EXTEND FEEDERS TO RECONNECT TO NEW SWITCHBOARD'MSA'. 12. NEW PANEL, 700A, 480/277V, 3P, 4W. WITH NEW FEEDER FROM NEW SWITCHBOARD 'MSA'. 13. EXISTING 800A SERVICE SWITCHBOARD, FEEDER AND CONDUIT TO BE REMOVED BY E.C. 14. EXISTING 'T2' DRY TRANSFORMER, FEEDER AND CONDUIT TO BE REMOVED BY E.C. 15. EXISTING PANEL'HA', 200A, 480/277V, 3P, 4W. E.C. IS TO INTERCEPT THE EXISTING FEEDERS AND PROVIDE A JUNCTION BOX (SIZE TO MEET MINIMUM CEC REQUIREMENTS) TO TRANSITION AND EXTEND FEEDERS TO RECONNECT TO NEW SWITCHBOARD'MSA'. 16. EXISTING DRY TRANSFORMER71', 75 KVA, WITH EXISTING FEEDER FROM EXISTING PANEL'HA'. 17. EXISTING PANEL 'LA', 200A, 2081120V, 3P, 4W. WITH EXISTING FEEDER FROM EXISTING DRY TRANSFORMER'T1'. 18. EXISTING PANEL'LAA', 100A, 208/120V, 3P, 4W. WITH EXISTING FEEDER FROM EXISTING PANEL 'LA'. 19. EXISTING PANEL'LAA1',100A, 208/120V, 1F, 3W. WITH EXISTING FEEDER FROM EXISTING PANEL 'LAA'. 20. ALL ELECTRIC ROOM DOORS SHALL HAVE PANIC HARDWARE. ALL DOORS SHALL OPEN IN THE DIRECTION OF EGRESS. COMPLY WITH ALL REQUIREMENTS OF CEC 110.26(C)(3). 0;® 02 UTILITY ,zo 0eGRGG:Z MEP ENGINES ING P .1egr, z.c FOR PFRM1c1Thqw2,c3wa I,1,1, 110. Q52l ric !ANC ate:" 1/8" = 1'-0" 1 0 21. E.C. SHALL VISIT THE SITE PRIOR TO BID AND VERIFY LOCATIONS OF ALL EQUIPMENT AND DEVICES. WHERE DISCREPANCIES OR OMISSIONS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER AND ADJUST THEIR BID ACCORDINGLY. NO ALLOWANCES WILL BE MADE FOR EXISTING CONDITIONS (UNLESS CONCEALED) OR THE CONTRACTORS FAILURE TO ACCOMMODATE EXISTING CONDITIONS ON ANY BID. 22. PROVIDE FENCE FOR SCREENING; SEE TRANSFORMER DETAIL. SEE DETAIL No.3 ON SHEET E2.0. VERIFY REQUIREMENTS WITH UTILITY AND ARCHITECT. MEP Project No.: 25-070 AL In i r: ARCHITE.0 CONSULTANTS: SEAL & SIGNATURE: QROF ESSlbi P�\RI RA -1 No. E20918 Z m xp. 09 30. 26• kp CT R\G� Q� OF CA L ISSUED FOR: DESCRIPTION: UJ U / or. W � Lo 0 W Q N 0') Z Q U Q Q Q O (D Q O O 6 � Q � NC:)a U) W Z KEY PLAN NORTH SHEET NAME: DATE: GROUNDFLOOR POWER PLAN PROJECT NO.: SHEET NO.: 25-070 DRAWN BY: CHECKED BY: El m0 SCALE: QQ Copyright 120DEGREEZ 2019 MAIN GROUND SYSTEM DETAIL WHERE APPLICABLE: GROUNDING ELECTRODE TO METAL UNDERGROUND WATER PIPE WITHIN 5' FROM THE MAIN ENTRANCE INTO BLDG PER ART. 250-58-(A)(1) WHERE APPLICABLE: TO EFFECTIVELY GROUND METAL FRAME OF THE BLDG. PER ART. 250-52-(A)(2) WHERE APPLICABLE: TO GAS PIPING PER ART. 250-104(B) WHERE APPLICABLE: TO SPRINKLER PIPING PER ART. 250-104(B) 20 FEET OF OF #4 BARE COPPER TO CONCRETE ENCASED GROUNDING ELECTRODE. 250-52-(A)(3) 3/0 CU TO EACH SERVICE ENTRANCE SECTION WITHIN THE BUILDING 1 #* CU TO GROUNDED CONDUCTOR PER ART.250-28 PROVIDE PERMANENT TAG TO IDENTIFY EACH GROUND FULL WIDTH x 1 2" DEPTH x 2" HIGH BARE COPPER BUS PLATE ATTACHED TO WALL OF ELECTRICAL ROOM WITH 1 2" SPACERS 1 2" PORCELAN INSULATORS 6" O.C. BETWEEN WALL AND COPPER GROUND BAR 1 #6 CU TO MAIN TELEPHONE BACKBOARD FINISHED FLOOR WHERE APPLICABLE: GROUNDING ELECTRODE CONDUCTOR TO TRANSFORMER(S) SEE ONE-LINE DIAGRAM FOR APPROPRIATE SIZE. WHERE APPLICABLE: BONDING CONDUCTOR TO BUILDING STEEL. NOTE: ISOLATED BUILDING STEEL SECTIONS MUST BE BONDED TOGETHER AS A SYSTEM. 1. THE BONDING OF WATER AND SPRINKLER PIPING APPLIES TO METALIC PIPING ONLY. NON-METALLIC WATER AND FIRE SPRINKLER PIPING IS NOT REQUIRED. 2. METAL PIPING WITHIN ANY APARTMENT OR TENANT SPACE SHALL BE BONDED TO THE GROUNDING ELECTRODE SYSTEM. ALL CONDUCTORS, THIS DETAIL, SHALL BE ROUTED WITHIN SCHEDULE 80 PVC OR, WHERE INSTALLED IN METALLIC RACEWAYS OR CONDUIT, SHALL BE BONDED TO EACH END OF THE RACEWAY AND CONDUIT USING FITTINGS LISTED FOR THE PURPOSE. GROUNDING ELECTRODE CONDUCTOR SIZE: SERVICE SIZE 0 - 200A: 201 - 400A: 401 - 600A: 601 - 1000A: 1,200A AND LARGER: G.E.C. SIZE (CU) #4 #2 #1/0 #2/0 #3/0 ** GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED AS FOLLOWS: SERVICE SIZE 0-200A 201-400A OVER 401A G.E.C. SIZE (CU) #4 #1/0 #3/0 SCALE NONE 1 MAIN BONDING JUMPER SIZE: THE MAIN BONDING JUMPER SUPPLIED WITH EQUIPMENT IS TO BE USED TO PRESERVE THE LISTING OF THE EQUIPMENT. IF THE MBJ IS MISSING, CONTACT THE MANUFACTURER TO SUPPLY THE MAIN BONDING JUMPER. AS THE EQUIPMENT IS LISTED, ANY DEVIATION FROM THIS WILL VIOLATE NEC 110.3(B). 2P 100A 1- 1 / 4 " C , 2 # 1 , # 1 N , # 8 G 3P 100A 1- 1 / 2 " C , 3 # 1 , # 1 N , # 8 G 2" C , 3 # 3 / 0 , # 3 / 0 N , # 4 G 3P 100A 1- 1 / 2 " C , 3 # 1 / 0 , # 6 G PANEL HB 200A MCB 3P 200A 2" C , 3 # 3 / 0 , # 3 / 0 N , # 4 G MAIN LV SWITCHBOARD: MSA 480Y/277V 3P 4W 2000A BUS FRONT ACCESS, TYPE 1 FREE STANDING ALUMINUM BUS 100% SIZED NEUTRAL NEMA TYPE 3 ENCLOSURE EATON TYPE OR EQUAL RATED FOR SEISMIC ZONE 4 75ºC (MIN) RATED TERMINATIONS 65,000AIC 2000A 3P MCB LSIG MMS 3P 100A 1- 1 / 4 " C , 3 # 2 , # 8 G 3P 200A 2" C , 3 # 3 / 0 , # 3 / 0 N , # 6 G 3P 700A (2 ) 4 " C , 3 # 5 0 0 k c m i l , # 5 0 0 k c m i l N , # 1 / 0 G 3P 700A (2 ) 3 " C , 3 # 4 0 0 k c m i l , # 4 0 0 k c m i l N , # 1 / 0 G T3 75KVA 480V 3P 3W 208Y/120V 3P 4W N GND 3/0 AWG, CU MAIN SECTION DISTRIBUTION SECTIONPULL & METER SECTION M UTILITY: SCE 2000A, 480Y/277V, 3Ø, 4W SERVICE. UNDERGROUND SERVICE CONDUCTORS UNDERGROUND SERVICE CONDUCTORS (E) SPARE SPARE (E) SPARE T1 75KVA 480V 3P 3W 208Y/120V 3P 4W PANEL HA 200A MLO PANEL LA 200A3P 200A PANEL LAA 100A MLO PANEL LAA1 100A MLO (E) (E) (E) (E) SPARESPARE PANEL H2 700A MLO PANEL H1 700A MLO (N) (N) (E) 4 2 3 - 1. GROUNDING ELECTRODE SYSTEM. SEE DETAIL THIS SHEET FOR ADDITIONAL INFORMATION. 2. EXISTING MINIMUM #4 GROUNDING ELECTRODE CONDUCTOR TO BUILDING GROUNDING ELECTRODE SYSTEM. 3. EXISTING MINIMUM #4 SYSTEM BONDING JUMPER. 4. ALL TERMINATIONS OR CONNECTORS TO BE RATED 75 DEGREE CENTIGRADE MINIMUM. 5. COORDINATE EXACT LOCATIONS OF UTILITY SOURCES WITH CIVIL SITE UTILITIES PLAN DRAWINGS. 6. EXISTING PANEL 'HA', 200A, 480/277V, 3P, 4W. E.C. IS TO INTERCEPT THE EXISTING FEEDERS AND PROVIDE A JUNCTION BOX (SIZE TO MEET MINIMUM CEC REQUIREMENTS) TO TRANSITION AND EXTEND FEEDERS TO RECONNECT TO NEW SWITCHBOARD 'MSA'. 7. EXISTING DRY TRANSFORMER 'T3', 75 KVA, E.C. IS TO INTERCEPT THE EXISTING FEEDERS AND PROVIDE A JUNCTION BOX (SIZE TO MEET MINIMUM CEC REQUIREMENTS) TO TRANSITION AND EXTEND FEEDERS TO RECONNECT TO NEW SWITCHBOARD 'MSA'. 8. MAXIMUM PERMISSIBLE LOAD IS LIMITED TO 670A. KEYNOTES PANEL ANNOTATION A 100A MCCB PANEL REFERENCE BREAKER RATING OR MINIMUM BUS BREAKER (MCCB) OR MAIN LUGS ONLY (MLO) 1. DO NOT USE THE CONDUCTOR LENGTHS FOR BIDDING PURPOSES, THESE ARE TO BE USED TO CALCULATE THE AVAILABLE FAULT CURRENT AND VOLTAGE DROP OF CONDUCTORS ONLY. WHERE CONDUCTORS ARE INCREASED IN LENGTH, THE ELECTRICAL CONTRACTOR SHALL VERIFY THE INSTALLATION WILL COMPLY WITH THE CEC AND ENERGY CODE VOLTAGE DROP REQUIRMENTS. 2. ALL CONDUCTORS TO BE RATED FOR 600 VOLTS. CONDUCTOR INSULATION SHALL BE THHN/THWN-2 OR XHHW-2. 3. WHERE CONDUCTORS ARE INCREASED IN SIZE, FOR ANY REASON, THE ELECTRICAL CONTRACTOR SHALL ENSURE THE OVERCURRENT DEVICES AND TERMINATIONS WILL ACCEPT THE LARGER CONDUCTOR. WHERE THE OVERCURRENT DEVICES OR TERMINATIONS WILL NOT ACCEPT THE LARGER CONDUCTOR, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE NECESSARY SPLICES AND ACCOMODATIONS TO REDUCE CONDUCTORS TO A SIZE THE DEVICE OR EQUIPMENT MAY ACCEPT. GENERAL NOTES – ONE LINES COMMENCEMENT OF WORK NOTE UPON COMMENCEMENT OF WORK, THE ELECTRICAL CONTRACTOR SHALL IMMEDIATELY VERIFY ALL EXISTING CONDITIONS, AS THEY RELATE TO THE ONE-LINE DIAGRAM(S) AND REPORT ANY AND ALL DISCREPANCIES TO 120 DEGREEZ ENGINEERING. THIS INCLUDES OVERCURRENT PROTECTIVE DEVICE SIZE, TYPE, AND AIC RATINGS; WIRE SIZE, TYPE, INSULATION, AND LENGTH; PANEL AND DISTRIBUTION EQUIPMENT SHORT CIRCUIT CURRENT RATINGS; PANEL AND DISTRIBUTION EQUIPMENT SIZE IN AMPERES; PANEL AND DISTRIBUTION EQUIPMENT PHASE AND VOLTAGE RATINGS; TRANSFORMER SIZE IN KVA AND IMPEDANCE RATINGS; AND TO VERIFY LOCATION OF THE EXISTING EQUIPMENT AND SYSTEMS. THE ELECTRICAL CONTRACTOR IS ADVISED TO COORDINATE WITH THE ENGINEER IN ADVANCE FOR ANY CHANGES FROM THE DESIGN SHOWN HEREIN. ANY EVALUATION OF FIELD CHANGES OR REWORK OF THE DRAWINGS DUE TO FIELD CHANGES BY THE CONTRACTOR WILL BE SUBJECT TO ADDITIONAL SERVICES FEES. APPROVAL BY THE ENGINEER OF FIELD CHANGES MADE WITHOUT PRIOR COORDINATION WILL BE AT THE SOLE DISCRETION OF THE ENGINEER. 1. REFER TO ELECTRICAL SHEET E0.00 FOR ADDITIONAL ELECTRICAL NOTES AND ABBREVIATIONS. 2. ALL ITEMS SHOWN SHALL BE NEW. 3. ALL FEEDER LENGTHS SHOWN ARE FOR VOLTAGE DROP & SHORT CIRCUIT CALCULATIONS ONLY. 4. MAIN SWITCHBOARD "MSA" BUS BRACING AND AIC RATING OF ALL DEVICES SHALL BE 65kA. 5. DISTRIBUTION SYSTEM SHALL BE FULLY RATED. SERIES RATING IS NOT PERMITTED. 6. REFER TO PANEL SCHEDULES FOR AIC RATINGS. 7. ALL GROUNDING CONNECTION TO THE COLD WATER PIPE SHALL BE MADE WITHIN THE FIRST FIVE FEET OF THE WATER PIPE ENTRANCE TO THE BUILDING PER N.E.C. ARTICLE 250-50. 8. ALL EQUIPMENT MOUNTED ON THE ROOF AND/OR EXTERNALLY TO BE NEMA 3R. 9. FURNISH A MINIMUM OF 25% SPARE BREAKERS AND A FURTHER 25% SPACE UNLESS OTHERWISE NOTED ON THE PANEL SCHEDULES. 10. FURNISH AN ISOLATED GROUND OF EQUAL SIZE TO GROUND CONDUCTOR WHERE APPLICABLE. 11. THIS DRAWING TAKES PRECEDENCE OVER PANEL SCHEDULES FOR PANEL AND TRANSFORMER FEEDER SIZES. 12. PROVIDE SURGE PROTECTION IN COMPLIANCE WITH NFPA 780 AND C.E.C. GENERAL NOTES 4 2 3 (R E C O N N E C T ) (R E C O N N E C T ) 5 1 (E) (E) (E ) (E ) (E ) (E ) (E ) 6 7 FEEDER RACEWAY AND CONDUCTORS NOTE VOLTS FED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT BREAKER TRIP/POLES A NEUTRAL BUS AMPS AIC MAIN BKR LUGS 480Y/277V 3P 4W FLOOR MSA UTILITY STANDARD 2000 65,000 2000 100% (2)3"C,3#400kcmil,#400kcmil N,#1/0G0700/31 0 0 (2)4"C,3#500kcmil,#500kcmil N,#1/0G0700/32 0 0 -0-/33 0 0 -0-/34 0 0 2"C,3#3/0,#3/0N,#6G0200/35 0 0 -0-/36 0 0 1-1/4"C,3#2,#8G0100/37 0 0 -0-/38 0 0 -0-/39 0 0 TOTAL CONNECTED KVA BY PHASE 000 CONN KVA CALC KVACALC KVA FUTURE DEMAND 1,650 1,650 TOTAL LOAD 1,650 BALANCED 3-PHASE LOAD 1,980 A PANEL H1 PANEL H2 SPARE SPARE PANEL HA SPARE XFMR T3 SPARE SPARE MSA 60,000 65,000 277V 60,000 0.004527 0.0009054 (8)#350kcmil 0.005 0.0076 0 0 H1 35,130 50,000 277V 35,130 0.007234 0.003138 MSA 60,000 0.004527 0.0009054 (2)#400kcmil 0.02 0.0165 135' 0.0027 0.0022 H2 25,318 35,000 277V 25,318 0.009911 0.004633 MSA 60,000 0.004527 0.0009054 (2)#500kcmil 0.0195 0.0135 276' 0.0054 0.0037 HA 37,365 50,000 277V 37,365 0.006227 0.004022 MSA 60,000 0.004527 0.0009054 #3/0 0.042 0.077 40' 0.0017 0.0031 T1 10,350 N/A 120V 10,350 0.01118 0.003076 HA 37,365 0.006227 0.004022 #1/0 0.044 0.12 15' 0.0007 0.0018 75 1.75 5 30,607 0.009884 0.001977 LA 9,566 10,000 120V 9,566 0.01181 0.004232 T1 10,350 0.01118 0.003076 #3/0 0.042 0.077 15' 0.0006 0.0012 LAA 8,736 10,000 120V 8,736 0.01235 0.006007 LA 9,566 0.01181 0.004232 #1 0.046 0.15 12' 0.0005 0.0018 LAA1 7,966 10,000 120V 7,966 0.0129 0.007782 LAA 8,736 0.01235 0.006007 #1 0.046 0.15 12' 0.0005 0.0018 T3 9,001 N/A 120V 9,001 0.01173 0.006342 MSA 60,000 0.004527 0.0009054 #2 0.045 0.19 118' 0.0053 0.0224 75 1.75 5 10,971 0.009884 0.001977 HB 8,464 10,000 120V 8,464 0.0122 0.007215 T3 9,001 0.01173 0.006342 #3/0 0.042 0.077 11' 0.0005 0.0009 8 SERVICE ELEVATION DETAIL SCALE 2NONE FENCE FOR SCREENING TRANSFORMER DETAIL SCALE 3NONE NE W 2 0 0 0 A S E R V I C E 10 0 1 S . G R A N D A V E SA N T A A N A , C A 9 2 7 0 5 ARCHITECT: CONSULTANTS: SEAL & SIGNATURE: ISSUED FOR: DESCRIPTION:DATE: KEY PLAN SHEET NAME: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET NO.: Copyright 120DEGREEZ 2019c NORTH San Diego | Los Angeles www.120degreez.com 619.323.1515 | 310.364.5228 Mechanical | Electrical | Plumbing MEP Project No.: 25−070 CITY OF SANTA ANA Planning and Building Agency SHUCRI YAGHI CONSULTING ENGINEERS, INC. Residential & Commercial. License No. C43205 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 yaghi-ei STRUCTURAL CALCULATIONS DESIGNED BY: 5 ' JOB NUMBER: ZS3 / DATE: r PROJECT: ! d d / `S ' S t�A KO A V - CLIENT: e K Gp yS GyLu C-6 "I Approved ?fi-,.&& IIT ISSUANCE Master ID: Date: A �D SA & AtiA BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION AND CALIFORNIA BUILDING CODE 2022 EDITION, L.A.C. CODE 2023 MATERIALS: \ /�����GRI '- 43205 or- -- C/Vik- Except as otherwise specified herein: t Concrete TYPE "II" 2,500 PSI at 28 days. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,000 PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure 1500 PSF min. unless specified in soils report. DATE SIGNED: DESIGN REFERENCE: (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volumel) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry industry ' CITY OF SANTA ANA Planning and Building Agency Approved c } FOR PERMIT ISSUANCE y Master ID: ate: m l III '' I II 3 f. I1 11111111 Project Title: CITY OF SANTA ANA Engineer: Planning and Building Agency Project ID: Project Descr- ^ �` Approved NCE I Pole Footing Embedded in Soil LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES 9 ,D Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used: IBC 2021 General Information Pole Footing Shape Rectangular Pole Footing Width ........... 24.0 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ............... 266.0 pcf Max Passive ................ 1,500.0 psf Controlling Values Governing Load CombinatibiOnly Lateral Load 6.0 k Moment 9.0 k-ft Restraint @ Ground Surface Pressure at Depth Actual 964.54 psf Allowable 997.50 psf Surface Retraint Force 11,100.0 Ibs Minimum Required Depth 3.750 ft Footing Base Area 4.0ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads Point Load (c) ENERCALC' INC 1 Master ID: Date: Soil Surface i Surface Lateral �estraint it Lateral Concentrated Load (k) Lateral Distributed Loads (k Applied Moment (kft) Vertical Load (k) D : Dead Load k k/ft k-ft k Lr : Roof Live k k/ft k-ft k L : Live 6.0 k k/ft k-ft k S : Snow k k/ft k-ft k W : Wind k k/ft k-ft k E : Earthquake k k/ft k-ft k H : Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 1.50 It ft BOTTOM of Load above ground surface It Load Combination Results Fvroes @ Ground Surface Required Pressure at Depth soil Increase Load Combination Loads - (k) Mornents - (ft-k) depth - (ft) Actual - (psf} Allow - (psf) Factor 0.000 0.000 0.13 0.0 33.3 1.000 L Only 6.000 9.000 3.75 964.5 997.5 1.000 +0.750L 4.500 6.750 3.38 893.1 897.8 1.000 Project Title: Engineer: Project ID: Project Descr- Pole Footing Embedded in Soil LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used: IBC 2021 General Information Pole Footing Shape Rectangular Pole Footing Width ........... 12.0 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ............... 266.0 pcf Max Passive ................ 1,500.0 psf _.......... ......._........ Controlling Values Governing Load Combinatie0.60W Lateral Load 0.4374 k Moment 1.312 k-ft Restraint @ Ground Surface Pressure at Depth Actual 632.83 psf Allowable 665.0 psf Surface Retraint Force 1,552.77 Ibs Minimum Required Depth 2.60 R Footing Base Area 1.0 ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) D : Dead Load k Lr : Roof Live k L : Live 0.0 k S : Snow k W : Wind k E : Earthquake k H : Lateral Earth k Load distance above ground surface 0.0 ft Load Combination Results Load Combination +0.60W +0.450W CITY OF SANTA ANA Planning and Building Agency Approved -F %Z- - �RA� -a S - A N CE roiect de: n rga.ec J (c) ENERCALC INC 1983-2023 Master ID: Date: ,o IFD Distributed Load Soil Surface Surface; Lateral Restraint Lateral Distributed Loads 0.1215 TOP of Load above ground surface 6.0 BOTTOM of Load above ground surface 0.0 Forces C Ground Surface Loads - (k) Moments - (ft-k) 0.000 0.000 0.437 1.312 0.328 0.984 Applied Moment (kft) Vertical Load (k) k/ft k-ft k k/ft k-ft k k/ft k-ft k k/ft k-ft k k/ft k-ft k k/ft k-ft k k/ft k-ft k ft it Required Pressure at Depth Soil Increase Depth - (ft) Actual - (psf) Allow - (psf) Factor 0.13 0.0 33.3 1.000 2.50 632.8 665.0 1.000 2.25 586.0 598.5 1.000 Announcement ASCE 7-22 is now available. 1001 S Grand Ave, Santa Ana, CA 92705, USA Latitude, Longitude: 33.735885,-117.8497333 akeham Ave Normandy RI CORNERSTONT VILLAGE o ge Date Design Code Reference Document Risk Category Site Class It Everyday Flowers CITY OF SANTA ANA Planning and Building Agency AD FNCE bRgwpa E Master ID: Date: Santa Ana Party Map data t -12025 11/29/2025, 12:20:07 PM ASCE7-22 Default Type Value Description (Data) Ss 1.46 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. Si 0.48 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. SMS 1.74 SMS = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class. SM1 1.17 SM1 = 1.5 x SDi, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. SIDS 1.16 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g. SDi 0.78 The design spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class, in units of g Type __.__._._._......................................... ..____... __. ._.._...... .,.............. ..,............, ........_..._. __. .__.... .. _............. .__._._. _._.... .__... Value Description (Data Contd.) SDC D Seismic design category PGAM 0.65 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g TS 0.67 TS = SD1/SDS, in seconds, for construction of the two -period design spectrum To 0.134 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum CITY OF SANTA ANA Planning and Building Agency hucri 1. - aghi� PROJECT: 'x C�4nsuWn Eia CLIENT: . * JOB NO-: on INPUT DATA Exposure category (B, C or D) Importance factor, 1.0 only, (Table 1.5-2) Iw = Basic wind speed (ASCE 7 26.5.1) V = Topographic factor (26.8 8 Table 26.8-1) K, = Height of top h = Vertical dimension (for wall, s = h) s = Horizontal dimension B = Dimension of return corner Lr = DATE C 1.00 110 mph 1 Flat 9 ft 0 It 15 It 0.67 ft DESIGN SUMMARY Max horizontal wind pressure p = 27 psf Max total horizontal force at centroid of base F = 3.64 kips Max bending moment at centroid of base M = 18.01 ft-kips Max torsion at oentroid of base T = 10.91 ft-kips ANALYSIS Velocitv pressure qh = 0.00256 Kh Kn Kd Ke V2 = 22.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 268), Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 26.10-1, pg 268) Kd = wind directionality factor. (Tab. 26.6-1, page 266) h = height of top Wind Force Case A: resultant force though the geometric center (Sec. 29.3.1) p = qh G Cr = = 27 psf F = p As = 3.64 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 18.01 ft-kips T = = 0.00 ft-kips where: G = gust effect factor. (Sec. 26.9) Cf = net force coefficient. (Fig. 29.3-1, page 323) AS=Bs Wind Force Case B: resultant force at 0.2 B offset of the geometric center (Sec. 29.3.1) p = Case A = 27 psf F = Case A = 3.64 kips M = Case A = 18.01 ft-kips T = 0.2 F B = 10.91 ft-kips Wind Force Case C: resultant force different at each region (Sec. 29.4.1) PAGE IGN BY: A rove IEWBY: pp R PERMFT=JANCE �9t,t,�e9 W�„ I SOM 59^ t T F Ke = i.00 , (Tab. 26.9-1 page 268) 0.85 0.85 9.00 ft 0.85 1.42 135.0 ft2 p= %, G Cr Balance s s s s F=EpA►s M = E [ F (h - 0.5s) for sign, F (0.55h) for wall ] T=ETs Distance Cr PI Asi FI Ml TI (ft) (Fig.29.3-1) (psf) (ft) (kips) (ft-kips) (ft-kips) 9.0 1.800 34 81 2.77 13.73 8.32 15.0 1.200 23 54 1.23 6.10 -5.55 L 4.01 19.83 2.77 Wind Dir. - Case C may not be considered, footnote 3 of Fig. 6-20 tWU11VMtN I UN UKAUt 0 Fps) = 0.4 x ap x Sos x WP ( 1 + 2 z ) ( RP ) P ap = 2-5 SDS = 1.2C)0 (MAX) Fp, F, WP = 10000.0 Ib RP = 6,0 3.00 ft Ip = 10 z = 0 Fp(s) = 2000.00 Ib Fp(S)min = 0.30 X SOS X IP X WP = 3600.00 Ib OK Fp(S)max = 1.60 x SDS x IP x WP = 19200.00 Ib OK Fpw = 27 Psf x 6.0 ft x 6.0 ft Fp(w) = 972.00 Ib MO.T.(S) = 3600.0 x 3.0 CITY OF SANTA ANA Planning an Building Agency [ASCE 7-16, Sec. 13.3.1 j WP Approved It F-CR P-ERMIT ISSUANCE .00 ft 1.00 $.00 ft -►I MO.T.(s) = 10800.001b-ft ( T(s) = C(s) = 1800,00 Ib ) MO.T.(w) = 972.0 x 3.0 MO.T.(W) = 2916.00 Ib-ft ( Trm = C( = 486.00 Ib ) MR(s) = 10000.0 x ( 6.0 / 2 ) MR(s) = 30000.00Ib-ft ALLOWABLE STRESS DESIGN: LOAD COMB. FACTORS (ASCE 7-16): 12.4.2.3,#8: (0.7xpxE)-(0.6-0.14SDS)D [p=1.0],ASCE7-16,13.3.1 2.4.1.,#7: 0.6W-0.6D UPLIFT: (a) EA. SIDE: ED EA. TIEDOWN: (SEISMIC): _ ( 7560.00 - 12960.00 ) / ( 6.00 ) _-900.00 Ib / 2 = -450.0 Ib (WIND): _ { 1749.60 - 18000.00 ) / ( 6.00 ) _-2708.40 Ib / 2 =-1354.2 Ib SHEAR: (SEISMIC): = 2520.00 Ib / 4 = 630.0 Ib (PER ANCHOR) (WIND): = 583.20 Ib / 4 = 145.8 Ib (PER ANCHOR) STRENGTH DESIGN LOAD COMB. FACTORS (ASCE 7-10): 12.4.2.3,#7: (1.0xpxE)-(0.9-0.2SDS)D [p=1.0],ASCE 7-16,13.3.1 2.3.2..#6: 1.0W-0.9D UPLIFT: a- EA. SIDE: (0) EA. TIEDOWN: (SEISMIC): _ ( 10800.00 - 19800.00 } / ( 6.00 ) _-1500.00 Ib 1 2 = -750.0 Ib (WIND): _ ( 2916.00 - 27000.00 } / ( 6.00 ) _ -4014.00 Ib / 2 =-2007.0 Ib SHEAR: (SEISMIC): = 3600.00 Ib / 4 = 900.0 Ib (PER ANCHOR) (WIND): = 972.00 Ib / 4 = 243.0 Ib (PER ANCHOR) USE: TIE DOWN w/ 1518 lin 4 " ICC-ESR CITY OF SANTA ANA Plang and Building Agency jo oApproved FOR PERMIT ISSUANCE Master ID-- j Date: na.7® CITY OF SANTA ANA I! Planning and Building Agency Approved I_ FOR PERMIT ISSUANCE _ Master 0: ate: N' t.#- n. /0-- ` IIII I Ll ' II I�-- �_ I --FLLI FFF 1 �i I j I _-�-----�- CITY OF SANTA ANA Planning and Building Agency Ar .' v Hilti PROFIS Engineering 3.1.24 www.hilti.com Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Jun 2, 2020 Date: Fastening point Specifiers comments: 1 Input data Approved FOR PERMIT ISSUANCE 1 Master ID: Date: 12/1/2025 Anchor type and diameter: Kwik Bolt TZ2 - CS 518 (4) hnom3 Item number: 2210272 KB-TZ2 5/8x5 1/2 Specification text: Hilti 0 5/8 in Kwik Bolt TZ2 - CS with 4.5 in Cafe nominal embedment depth per ICC-ESWet ESR-4266 , Hammer drill bit installation per MPII Effective embedment depth: her = 4.000 in., hnem = 4.500 in. Material: Carbon Steel Evaluation Service Report: ESR-4266 Issued I Valid: 12/1/2025 112/1/2027 Proof: Design Method ACI 318 / AC193 Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-11 Appendix D Fig. RD.6.2.1(b)) Stand-off installation: Profile: Base material: cracked concrete, 2500, f, = 2,500 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilt AG, FL-9494 Schaan Hilti is a registered Trademark of Hifti AG, Schaan 1 CITY OF SANTA ANA Planning and Building Agency Hilti PROMS Engineering 3.1.24 www.hilti.com Company: Address: Phone I Fax: Design: Concrete - Jun 2, 2020 Fastening point: Geometry [in.] & Loading [Ib, in.lb] Z 0 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page: Specifier: E-Mail: Date: Approved FOR PERMIT ISSUANCE Master ID. Date: 2 CITY OF SANTA ANA Planning and Building Agency I , I I!= - Hilt! PROMS Engineering 3.1.24 www.hllti.com Company: Address: Phone I Fax: Design: Concrete - Jun 2, 2020 Fastening point: 1.1 Design results Case Description _ 1 Combination 1 Page: Specifier: E-Mail: Date: Forces [lb] ! Moments [in.lb] N = 2,450; Vx = 775; Vy = 1,418; Mx = 0; My = 0; Mz = 0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2025 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Approved FOR PERMIT ISSUANCE 3 D: Y Seismic Max. Util. Anchor [%] no 67 7 CITY OF SANTA ANA Planning and Building Agency Hilti PROFIS Engineering 3.1.24 www.hilti.com Company: Address: Phone I Fax: Design: Concrete - Jun 2, 2020 Fastening point 2 Proof I Utilization (Governing Cases) Loading Proof Tension Concrete Breakout Failure Shear Concrete edge failure in direction y+ Loading PN Combined tension and shear loads 0.554 Page: Specifier: E-Mail: Date: Design values jib] Load Capacity 2,450 4,420 1,616 3,369 Pv t 0.480 5/3 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hiti AG, Schaan Approved FOR PERMIT ISSUANCE Master ID: Date: 12/1/2025 Utilization sN / YV ]%] 56/- -/48 Utilization YN,V [%] 67 Status OK OK Status OK 4 CITY OF SANTA ANA Planning and Building Agency Hilti PROFIS Engineering 3.1.24 Approved FOR PERMIT ISSUANCE www.hilti.com Company: Page: 5 Address: Specifier: Master ID: Phone I Fax: I E-Mail: Date: Design: Concrete - Jun 2, 2020 Date: 12/1/2025 Fastening point: 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. 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PROFIS Engineering ( c) 2003-2025 HiHi AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan CITY OF SANTA ANA e n c y CE December 15, 2025 Please accept this as authorization for the bearers identified as follows: Brian Brennan to acquire permits and licenses as necessary to perform work in the City of Santa Ana as indicated with submission of this authorization. ;Thanrren ur attention to this matter. ;Sean Authorized Signer PR Construction, Inc. JURAT State of California County of vmy Subscribed and sworn to (or affirmed) before me on this day of .¢-Cp m ez 20IS;-, by J (2—aV) F. E} QA W 0 personally known to me or proved to me on the basis of satisfactory evidence to be the person(s) who appeared before t , JACQUEIWE HONG Notary Pub"C - California Orange County (seal) Commission * 2524985 - Sig '' eny Comm. Expires Jun 26. 2029 1995 N. 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