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HomeMy WebLinkAbout1851 E 1st St Unit #600 & 640 - PlanNORTH NORTH TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 RANDALL PATRICK CERTIFIED INTERIOR DESIGNER COMMERCIAL EXPIRES 01/02/27 CID#6141 EXISTING PLAN OCFA NOTES - an KIMMMM INSPECTIONS: SUITE 600 1. OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIE D INSPECTIONS AT 1 LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTE 1 P.M. ON THE 1 DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TD A REINSPECTIO FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. FC�R PN OA SUITE 610 2. BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL ONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN S RUCTURES WHERE Santa Ana, Ca. 92705 COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25' OF COMBUSTIBLE SUITE 610 MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HCT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. - - 3. IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STAN PMaste rBEI PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE TENANT THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIfPE fMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FRO '�(C/ FIRE � DGC DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL E LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATIONS) HAT THE FDC C BE ACCESSED FROM. CFC 3310, 3313. 4. ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUIL , BE A MINIMUM OF FOUR INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND SIX INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH AREA SQUARE FOOTAGE THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON EXISTING 640: 3,298 TOTAL SF EXPANDED 640: 4,486 TOTAL S EXISTING ONE HOUR CORRIDOR CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 EXISTING 600: 5,480 TOTAL SF REDUCED 606: 4,292 TOTAL SF 5. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR ir COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C / EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75, - Q Q ® ® O ® ® // // / TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4" ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT Ir I IS SUBJECT TO THEIR APPROVAL. EXISTING ONE HOUR CORRIDOR N.I.C. 6. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, PUBUCAMON SHALL BERESTICCTEDPROPERTY TO THE ORIGINAL SPACE OR SUITE OF SACES AND THEIR USEOR BY ANY HICMETHEY ,YINRWHOLE OR I PART SPREPARED.E, REPRODUCTION, ORPROHBIITED EXCEPT BYUBLICATION WRMEN PER- MISSION FROM SPACES. RHALL REMAIN PACES WITHOUT PREJUDI E, AND TO THESE VISUAL AND/O W� THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. w ------------ dw I 7. KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO ® STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE N.I.C. IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASSIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8. APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS -BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. GENERAL REQUIREMENTS: 9. THE PROJECT SHALL COMPLY WITH 2O22 CALIFORNIA BUILDING CODE, 2022 1 PRESCREEN CORRECTIONS 10.08.25 70 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE ORANGE COUNTY FIRE SUBMIT TO - 09.15.25 - RELEASED TO 09.03.25 SUITE 640 SUITE 635 AREA OF PERMIT SUITE 630 10. AUTHORITY. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE No. DESCRIPTION DATE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN REVISIONS APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE COMMERCIAL INTERIORS SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED -COMBUSTIBLE MATERIALS OR OEM . OCFA NOTES CONT. OCFA NOTES CONT. SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. ME® PLANNING & DESIGN ALARM AND MONITORING SYSTEMS: 26. A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. PROJECT -SPECIFIC REQUIREMENTS: ASSEMBLY OCCUPANCIES- 20. OCCUPANT LOAD SIGN, WITH MINIMUM ONE -INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING 11. 12. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 3150 BRISTOL, STE 205 I COSTA MESA, CA 92626 949.724.1499 I www.spaces-oc.com DRAWN RP/AG M 6 `° ■CALIFORNIA COUNCIL FOR - DATE 27. AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. HAZARDOUS MATERIALS, EQUIPMENT, AND PROCESSES: CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 21. PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR 13. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB -TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010. o W - DALL P R K C TI INT OR SIGNER c RC1 N - = -PRINT 09.02.25 CHECKED RP DATE 09.10.25 EXP s01 CID#6141 a0J 113NAOD VINNOAIIVO■ = 28. STORAGE, DISPENSING, OR USE OF ANY HAZARDOUS MATERIALS SHALL COMPLY WITH WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN CBC 414 AND 415 AND CFC REGULATIONS. THE STORAGE AND USE OF HAZARDOUS UNLOCKED WHEN BUILDING IS OCCUPIED" IN MINIMUM 1-INCH LETTERS CONTRASTING 14. THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO MATERIALS SHALL BE REVIEWED AND APPROVED BY THE OCFA PRIOR TO SUCH WITH THEIR BACKGROUND SHALL BE POSTED IN A CONSPICUOUS LOCATION ON OR CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER MATERIALS BEING BROUGHT ON SITE. APPROPRIATE HAZARDOUS MATERIALS WARNING ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A BACK-UP. SIGNS SHALL BE PROMINENTLY PLACED IN THE VICINITY/ENTRANCES TO AREAS WHERE KEY -OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. HAZARDOUS MATERIALS ARE STORED IN QUANTITIES SUFFICIENT TO REQUIRE A CFC 15. TACTILE SIGNS SHALL BE PROVIDED IN COMMERCIAL BUILDINGS, PUBLIC PERMIT. 22. TABLES SHALL BE SPACED AT LEAST 50 INCHES APART WHERE SEATING IS BACK TO BUILDINGS/ACCOMMODATIONS, AND PUBLICLY FUNDED HOUSING SUBJECT TO CBC BACK AND AISLE ACCESSWAYS SERVE MORE THAN 4 OCCUPANTS OR ARE LONGER THAN CHAPTERS 11A AND B AND CONFORM TO 1143A OR 1113-703.1,-703.2, - 29. HAZARDOUS PROCESSES AND EQUIPMENT (E.G., STORAGE TANKS, REFRIGERATION, VAPOR SIX FEET. AISLE WIDTHS SHALL BE A MINIMUM OF 36 INCHES WHERE SEATING IS ONLY 703.3, AND 703.5, BE MOUNTED WITH THE BOTTOM OF THE LOWEST LINE OF RECOVERY, SPRAY BOOTHS AND DRYING ROOMS, DIP TANKS, INDUSTRIAL OVENS, DUST ON ONE SIDE OF THE AISLE OR 42 INCHES FOR SEATING ON BOTH SIDES. WHERE BRAILLE CHARACTERS AT LEAST 4 FEET ABOVE THE FLOOR BUT THE BOTTOM OF COLLECTION SYSTEMS, MEDICAL/INDUSTRIAL GAS SYSTEMS, ETC) SHALL BE REVIEWED SEATS BACK UP INTO AISLES, SEAT BACKS SHALL BE LOCATED AT 19 INCHES FROM THE HIGHEST LINE OF RAISED TEXT CHARACTERS NO MORE THAN 5 FEET ABOVE AND APPROVED BY THE OCFA PRIOR TO INSTALLATION. SUCH EQUIPMENT AND THE TABLE EDGE AND THE CLEAR AISLE WIDTH SHALL BE MEASURED FROM THE BACK THE FLOOR AND, WHENEVER POSSIBLE, ON THE STRIKE SIDE OF THE DOOR. PROCESSES MAY REQUIRE SPECIFIC BUILDING FEATURES AND PROTECTION BEYOND WHAT OF THE SEAT. CBC 1029.12. LETTERING SHALL BE BETWEEN 5/8" AND 2" HIGH. CBC 1013.4. - _ IS IDENTIFIED ON THIS PLAN. 30.13ATTERY SYSTEMS WITH MORE THAN 50 GALLONS OF ELECTROLYTE (AGGREGATE 23. OPEN FLAME IN ASSEMBLY AREAS IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY OCFA IN COMPLIANCE WITH CFC CHAPTER 3. 16. STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. QUANTITY) REQUIRE REVIEW AND APPROVAL BY OCFA PRIOR TO INSTALLATION. 17. THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC PROJECT EXTINGUISHING SYSTEMS: 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. NORTH 31. HIGH -PILED COMBUSTIBLE STORAGE SHALL BE IN ACCORDANCE WITH CFC CHAPTER 32. HIGH HAZARD MATERIALS CANNOT BE STORED HIGHER THAN SIX FEET AND OTHER 24. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE 18. RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF 1 /8" =1 - O" NEI MATERIALS CANNOT BE STORED HIGHER THAN TWELVE FEET WITHOUT FIRST SUBMITTING BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 (NFPA 13) CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR 0 8 16 32 PLANS TO AND OBTAINING APPROVAL FROM THE OCFA. OTHER REQUIREMENTS: SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. SIXTH CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO PRICING. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS. CONTRACTOR WILL NOTIFY SPACES IMMEDIATELY AS TO ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND WORKING DRAWINGS. 32. AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. CBC 1030. 33. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY 25. AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL -TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE -LADEN VAPORS AND SHALL COMPLY WITH 2O16 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 19. RATED DOORS SHALL BE SELF -CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703. FLOOR OCFA NOTES SHEET EXISTING PLAN SPACES'S DESIGN AND CONSTRUCTION DRAWINGS HAVE BEEN DESIGNED TO SUBSTANTIALLY CONFORM TO CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY TENANT MODIFICATIONS TO A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. Sheet Title THESE DRAWINGS WILL BE THE TENANT'S LIABILITY. DURING THE TENANT'S OCCUPANCY OF THE SPACE, THE TENANT WILL BE RESPONSIBLE TO PROVIDE REASONABLE ACCOMMODATION TO INDIVIDUAL EMPLOYEES BASED UPON CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY DEVIATION BY THE TENANT FROM CALIFORNIA TITLE 24 ACCESSIBILITY CODES WILL BE THE WELL OR NEAR AN OIL/GAS FIELD BOUNDARY R G G O PROJECTS LOCATED WITHIN A D 34. D.O.G.G.R. , SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL ect Number Pro 2068.928 TENANT'S SOLE RESPONSIBILITY AND LIABILITY. NEITHER SPACES/ARCHITECT NOR THE CONTRACTOR WILL BE LIABLE FOR ANY TENANT DEVIATIONS. UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. Sheet Number A-0.1 CITY -DE SANTA ANIA 12 GA. VERTICAL WIRE HANGER IN TUBING 1 LEVEL CEILING GRID PRIOR Planni � encTO SETTING TUBE SECURELY FASTENY TO ROOF/FLOOR STRUCTURE W/ 3' VARIES X 1 /4" CLOSED EYE SCREW W/ UNDERSIDE OF FLOOR ORi 1-1/4" PENETRATION INTO WOOD OR ROOF STRUCTURE ABOVE METAL STUDS (2-1/2", 20 W/ ANGLE CLIPS AND ANCHOR BO GA. @ 24" O.C. U.O.N.) INTO CONC. DECK. ATTA TO " WITH 5/8" GYPSUM BOARD 12 GA. SPLAY WIRE BRACING IN I ST CTURE ABOVE AT EACH SIDE. PLANE OF EA. RUNNER - MAX. XL89 1 VERT. ANGLE 45 DEGREES 12 GA. CASING BEAD, WHERE ® (ATTACHED TO MAIN RUNNER IN 1 ANGLE CLIP XL89 INDICATED, TYP. FOUR DIRECTIONS)I J bA 1/2" ELECTRICAL CONDUIT HD899'Y xl3 R PcF N (EMT) -THIN WALL I ALTERNATE DETAIL 8 MA 3/4" ELECTRIC CONDUIT (EXISTING CONDITIONS) (EMT) -THIN WALL #3 SELF TAPPING SCREW OR 3/16 Santa Ana, Ca. 92705 8" MA SLOT END OF TUBE TO DIA. CONC. ANCHOR OR #4 WOOD / XV3 SCRRE HDB98'Y � 4 O FIT OVER CEILING RUNNER 0 DRILL 5/32" HOLE AND �o` NOTES: INSTALL 1/8" BOLT EXISTING WINDOW GYP. BRD. . a 1. FIRST SPLAY WIRE AND LOCKING NUT Master FURR OUT, PER PLAN 2» �o� LOCATIONS WITHIN 4 -0 HD89 TENANT a OF ALL WALLS. INTERIOR EXISTING WINDOW FRAME � '0� � ` SPLAY WIRES IN BOTH 2° TO BE PAINTED FLAT BLACK "UNATTACHED" 2 4 DIRECTIONS I.C.C. REPORT �. Date: 2. #4071 MAIN SUPPORTS: D G C NEOPRENE SEAL a '� e , 12 GA. HANGER WIRES @ 4'-0" O.0 EACH WAY. WIRES SHALL H E 3 TURNS WITHIN 3" AND EXISTING WINDOW MULLION "ATTACHED" �� CROSS RUNNER @ ti SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB UNLESS A OUNTER LOPED WIRE IS C 2'- 0 OR 4'- 0 0. C. PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND IN RFERING EXISTING EXTERIOR GLAZING a EQUIPMENT. NOTE: SUSPENSION SY EM SHALL BE INSTALLED IN MAIN RUNNER � III E A ACCORDANCE WITH T PROVISIONS OF ASTM C-635 & @ 4'-0" O.C. PERIMETER WIRES: UJ CENTERLINE OF PARTITION C-636, PER 202 C.B.C. SECTIONS 803 (WALL AND CEILING FINISHES) AND 808 12 GAUGE WIRES INSTALLED WITHIN 8" OF WALL AT EACH MAIN AND CROSS TIE TO THE WALL AND MULLION. (ACOUSTICAL C NG SYSTEMS) AND CHAPTER 7 (FOR FIRE RESISTANCE RATED JUNCTURE. AREA SQUARE FOOTAGE CONSTRUCTI0 PER MANUFACTURERS RECOMMENDATIONS, AND GENERALLY ACCEPTED EXISTING 640: 3,298 TOTAL SF ENGINEERIN PRACTICE. HANGERS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN SEISMIC SPLAY WIRES: EXPANDED 640: 4,486 TOTAL S 2022 CB . FASTENED TO OR IMBEDDED IN THE STRUCTURAL FRAMING. HANGERS SHALL BE 12 GAUGE WIRES SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART, PARALLEL TO CROSS AN SADDL IED AROUND MAIN RUNNERS TO DEVELOP FULL STRENGTH OF HANGERS. DO NOT MAIN RUNNERS, WITHIN 2" OF THE INTERSECTION OF THE CROSS AND MAIN RUNNER, 45 EXISTING 600: 5,480 TOTAL SF USE AT HANQERS. . DEGREES FROM HORIZONTAL, 12' O.C., BEGINN FCpM THE CORNER OF THE CEILING. REDUCED 600: 4,292 TOTAL SF 20 PARTITION @ MULLION 1 LOSURE ANGLE 1 COMPRESSION STRUT DETAIL WIRES SHALL HAVE 3 TURNS WITHIN 3". PARTITIONMULL SCALE: " = CLOSURE ANGLE SCALE: 3" = 1'-0" COMPRS SCALE: N.T.S. COMPRESSION STRUT: COMPRESSION STRUT SHALL BE INSTALLED OF SEISMIC SPLAY WIRES. THE STRUT NEW SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE SHALL BE SIZED BASED ON THEIR LENG A THE COMPRESSION STRUT TABLE. ATTACH PROVISIONS OF ASTM C 635 & 636 AND CBC SECTION 1613.1.PER ASCE 7-05, SEC 13.5.6.2.2: TO MAIN RUNNERS WITH Y4" MACHINE B THE STRUCTURE WITH N16" DIAMETER SCRE 1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. LIGHT FIXTURE SUPPORT: 12 GAUGE WIRES ATTACHED TO MAIN OR CROSS TEES WITHIN 3" OF FIXTURE AT EACH CORNER. 2. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN 2 12 GAUGE SAFETY WIRES ATTACHED TO FIXTURE (OPPOSITE CORNERS) EXTENDING TO IN. IN EACH ORTHOGONAL HORIZONTAL DIRECTION. ONE END OF THE CEILING GRID SHALL STRUCTURE ABOVE. INSTALL ONE SCREW AT OPPOSITE CORNERS OF FIXTURE TO MAIN OR CEILING TILE BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END IN EACH HORIZONTAL DIRECTION CROSS TEES. THE LIGHT FIXTURE SHALL NOT EXCEED 56 LBS IN WEIGHT. SHALL HAVE A 0.75 IN. CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE CONTINUOUS METAL TRACK ^v TO SLIDE ON A CLOSURE ANGLE. SEE DETAIL #19 ON THIS SHEET. ICC APPROVAL: WITH 5/8" GYP. BD. AT THE CEILING SYSTEM SHALL HAVE VALID ICC EVALUATION REPORT. THE PROPOSED SYSTEM TO EACH SIDE (TYPE "X" WHERE 3. FOR CEILING AREAS EXCEEDING 2,500 S.F.. A SEISMIC SEPARATION JOINT OR FULL HEIGHT BE APPLICABLE TO SEISMIC DESIG CATEGORIES D THROUGH F, AND SPECIAL INSPECTION TO PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 S.F. SHALL BE BE REQUIRED FOR CEILING INS T LATION. 1 HR. CORRIDOR AND/OR PROVIDED - UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING FIRE RATD WALL OCCURS). METAL STUD WITH SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM RUNNERS AND CROSS RUNNER 5/8" GYP. BD. AT EACH PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE MAIN RUNNERS AND CROSS NNERS SHALL BE ATTACHED TO WALL ANGLES AT TWO (2) THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND SIDE. (TYPE X" WHERE 1 HR. THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ADJACENT WALLS ONLY, AT E OTHER TWO WALLS NO DIRECT ATTACHMENT IS PERMITTED. PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR CORRIDOR AND/OR FIRE RATED ANGLES. AANYICMEfMOO,WINEWHOLEP RAREN PART ISEPRHBIITED EXCEPTRBYUWRITENPERY WESTERN INTEGRATED WALL OCCURS). MISSION FROM SPACES. ITU TO THESE PLANS AND/OR SPECIFICATIONS SHALL S REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT SE THEM SHALL 4. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEAD . PRE -FIT AND PRE -FINISHED. CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (20 MIN. LABEL WHERE 1 HR. AND OTHER PENETRATIONS SHALL BE PROVIDED WITH A 2" OVERSIZE RING, SLEEVE, OR COMPRESSION STRUT SIZES ELECTRICAL METALLIC TUBE WESTERN INTEGRATED ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN METAL STUD SIZES EMT SIZES CORRIDOR) ; ; PRE -FIT AND PRE -FINISHED. ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" (EMT) 1-3/4" THICK SOLID CORE DOOR (20 MIN. LABEL WHERE 1 HR. OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT () SIZE ALLOWABLE CORRIDOR SIZE ALLOWABLE LENGTH L LENGTH L THE TOP OF THE SPRINKLER HEAD EXTENSION. DOOR STOP FIRE SEALS @ RATED DOORS ONLY 1-3/4" THICK SOLID CORE DOOR 4. LATERAL BRACING FOR SUSPENDED CEILING SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 FIRE SEALS @RATED DOORS ONLY GAUGE WIRES SS RUNNER INTERSECTION ANDUSPLAY D 90 DEGREESRED TO THE MAIN NFROMNER WEACH OTHER AT ITHIN 2 INCHES OF THE RO AN ANG ENOT EXCEEDING DOOR STOP METAL DOOR JAMB BEYOND 45 DEGREES FROM THE PLAN OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE VERTICAL COMPONENT FROM LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL. ATTACHMENT OF 3%" 25 GA MTL TUD 0'-0" TO 5'-0" 6" 18 GA MT STUD 5'-0" TO 8'-0" 2 : 3%" GA MTL STUD 8'-0" TO 15'-0" CONNECT WEB TO FLANGE WITH S EWS AT 24" O.C. Y2" DIA. EMT 0'-0" TO 3'-0" %" DIA. EMT 2'-6" TO 4'-6" 1X" DIA. EMT 4'-6" TO 7'-6" %" DIA. EMT 7'-0" TO 9'-0" RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAILS #11 & 17 ON THIS SHEET. STRUT OTHER THAN THE ONES LISTED MAY BE USED WITH AN EVALUTION REPORT BY ICC OR 0 HER SUPPORTING INFORMATION (I.E. CALCULATIONS, TESTING, ETC.) 5. SPECIAL INSPECTION IS REQUIRED OF ITS INSTALLATION. [EXCEPTION: SUSPENDED CEILINGS IN 1 & 2 STORY LIGHT FRAME BUILDINGS W/SDS<0.5GTI.] 15 14 INTERIOR DOOR HEAD DETAIL 13 DOOR JAMB DETAIL 12 SUSPENDED CEILING NOTES 1 HEAVY DUTY SUSPENDED CEILING D015 SCALE: 6" = 1'-0" D017 SCALE: 6" = 1'-0" SCN SCALE: N.T.S. SUSP CEIL SCALE: 3/8" = 1'-0" 1. WALL ASSEMBLY - THE 1,2,3 OR 4 HR FIRE -RATED GYPSUM WALL BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: PRESCREEN CORRECTIONS A. STUDS - WALL FRAMING MAY CONSIST OR EITHER WOOD STUDS (MAX. 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STU EXISTING CONCRETE DECK ABOVE EXISTING CONCRETE DECK ABOVE 1 10.08.25 WOOD STUDS TO CONSIST OF NOM. 2 x 4 IN. LUMBER SPACED AT 18 IN. O.C. WITH NOM. 2 x 4 IN. LUMBER AND PLATES A CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM - NOM. 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WA OARD SUBMIT TO 09.15.25 RYPS, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE SPECIFIED IN THE INDI AL U300 OR Z PI AN CHECK U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAM. OF OPENING IS 13-1/2 IN. RELEASED TO 2. PIPE OR CONDUIT - NOM. 12 IN. DIAM. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM. 6 IN. DIA OR SMALLER) STEEL o _ 09.03.25 CONDUIT, NOM. 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICA METALIC TUBING, OR TYPE L OR (OR HEAVIER) PER TUBING, NOM. 1 IN. p p p p p o p DIAM. (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE OR FLEXIBLE STEEL CONDUIT IS USED, X. F RATING OF FIRESTOP NO. DESCRIPTION DATE 0 BA INSULATION HERE SHOWN TT N N W ( SYSTEM (ITEM STRUCIEO USING STEEL CHANNEL STUDS). A MAX OF ONE PIPE OR CONDUIT IS PERMI IN THE FIRESTOP SYSTEM. PIPE OR ON PLANS CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED 0 BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL - CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CUT FLANGES, BEND WEB 2" MIN. CUT FLANGES, BEND WEB 2" MIN. REVISIONS CONDUIT AND GYPSUM WALLBOARD & WITH A MIN. 1/4 IN. DIAM. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS AND FASTEN TO UNDERSIDE OF SLAB AND FASTEN TO UNDERSIDE OF SLAB 5/8" GYP. BRD. @ EACH SIDE OF COMMERCIAL INTERIORS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP WITH (2) HILTI X—U FASTENERS WITH WITH (2) HILTI x-u FASTENERS WITH F AMING� SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING - - " TYPE X AT FIRE RATED WALLS AS REQ. 1-14MIN. EMBEDMENT . TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE / 1 -1 /4 MIN. EMBEDMENT HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: - - ICC-ESR-2269 ICC-ESR-2269 ■ . 2-1 2" X 20 GA. ALTERNATING (2) CONT. STRIPS DBL. FACE . MAX PIPE ANNULAR F T SYSTEM N0. WL1001 / 2-1 /2" X 20 GA. ALTERNATING VINYL TAPE - TYPICAL MEN — DI CONDUIT SPACE RATING RAII FORMERLY SYSTEM NO. 147) DIAGONAL BRACING @ 4'-0" O.C. DIAGONAL BRACING @ 4'-0" O.C. DIAM, IN IN / HR H RATINGS - 0,1,2,3AAND 4 HND 4 HRR SEE EITEMS 3 AND 3) ADD WIRE MESH TO SLAB ABOVE AS REFER TO FINISH PLAN FOR FLOOR & PLANNING & DESIGN 1 0TO316 1OR2 1 1 1/4 TO 1/2 3 OR 4 L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT ( SEE ITEM 3) PER SANTA ANA POLICE DEPT. BASE SPECIFICATIONS 4 0 TO 1/4 1 OR 2 0 L RATING AT 400 F - LESS THAN 1 CFM/SQ FT ( SEE ITEM 3) 3150 BRISTOL, STE 205 COSTA MESA, CA 92626 6 1/4 To 1/2 3 OR 4 CONNECT TO TOP TRACK WITH (2) CONNECT TO TOP TRACK WITH (2) TOP OF FLOOR SLAB I 12 3/16 TO 3/8 1 OR 2 # #10 SCREWS, TYP. 10 SCREWS, TYP. 949.724.1499 1 www.spaces-oc.com IL + WHEN COPPER PIPE IS USED , T RATING IS 0 NOM. 1 HOUR FIRE RATED MINNESSOTA MINING & MFG. CO. - TYPES CP-25 S/L, CP-25 N/8 , 25 WS, GYPSUM BOARD 3M FIRE BARRIER CP-25 WS + ( NOTE: L RATINGS APPLY WHEN TYPE CP-25 WS+ CAULK USED.) ' P3-195 WRAP/STRIP ■CALIF 0 R N I A COUNCIL U N C I L FOR R 1/4BEAD 3M CONTINUOUS STUD CHANNEL, o RP/AG FIRE BARRIER SAME SIZE AS VERTICAL STUDS X 20 FIRE RETARDANT CAULKING CONCRETE WALL 1' MINERAL WOOL CP 25W6+ INSPECTIONS GAUGE FASTEN TO CONC. FLR. W/POWER @RATED WALLS - DATE 3M FIRE BARRIER PACKING CAULK OF CP 25WB+ CAULK PENETRATION DRIVEN FASTENERS, STAGGERED @ 16" OR ICC-ESR-2996 _ 7--09.02.25 1 3/8' MAXIMUM FIRESTOP SUSPENDED CEILING SUSPENDED CEILING 24 O.C. MAX. & 6 MAX. ENDS - TYP. _ -CHECKED ANNULAR SPACING SYSTEMS USE "HILTI" X-U FASTENERS (OR EQUAL) CONDUCTED BY — o C TRI D NTL OR D SIGNER RP SHALL BE WITH 1-1 /4" MIN EMBEDMENT METAL PIPE AN APPROVED TYP. PARTITION ICC-ESR-2269 Rc - AGENCY IN TYP. PARTITION �_ EXP 01 i CID#6141 PRINT DATE METAL PIPE ACCORDANCE 09.10.25 4 HOUR RATING 1 HOUR RATING W/ ASTM =aol iloanoa vlNao�liva■ = UL SYSTEM #CAJ10044 (N/A) UL SYSTEM #W-L-1001 E2174. NETRATION THRU CONCRETE WALLS PENETRATION THRU GYPSUM WALL BOARD ASYSTEM NO. W-L-1001 9 g PARTITION BRACE DETAIL 7 PARTITION BRACE DETAIL g PARTITION TO SLAB CONNECTION BRACE SCALE. 1 1 2 =1 0 BRACE SCALE: 1-1 2 =1 -0 SLABCONN SCALE: 1 = 1 -0 NOTE: ALL MECH. PENETRATIONS LATERAL SUPPORT DIAGONAL BRACING 4'-0" FROM 2-1/2" X 20 GA. ALTERNATING 10 THRU 1-HOUR RATED WALLS 4'-0" FROM PARTITION SURFACE @ 7 METAL PIPE OR CONDUIT PARTITION SURFACE @ 12' O.C. THROUGHOUT. (4) 12 DIAGONAL BRACING @ 4'-0" (NOT TO SCALE) FOR REFERENCE ONLY, - BE FIRE DAMPERED, OTHER PES GA. WIRES LOCATED EA. WAY AT 45 DEGREE ANGLE O.C. CONNECT TO TOP TRACK 12' O.C. THROUGHOUT. (4) 12 GA. - SEAL PENETRATIONS AS NEEDED PER TY OF EXISTING DECK _ OF PENETRATIONS TO BE LED FROM CLG. LINE TYP. (#ICC-ESR1222 WITH (2) #10 SCREWS, TYP. WIRES LOCATED EA. WAY AT 45 PENETRATION/LOCATION/APPLICABLE C ES. / TO PROTECT WALL RATI AND ASTM C635 & C636) — DEGREE ANGLE FROM CLG. LINE TYP. \ 3M FOAM P1-STEP C636) IREBARRI RATED i ICC-ESR-1222 AND ASTM C635 & HILTI X-U FASTENERS DECK ABOVE, FIRE P OOF, IF REQ. - \ 1 / DEPTH 3M FIRE @ 24"O.C. WITH 1-1 / EXTEND PARTITI S TO DECK / 8„ co 8" I CONCRETE RRIER RATED FOAM _ ABOVE. PRO V E FINISHED FIP 1-STEP (ICC-ESR #2269) � � w FLOOR SLAB OPENINGS DUCT PENETRATIONS. OR [FIRESTOP TESTED - ' 1-HOUR USPENDED CEILING FIRE -RATED UP TO 2 HOURS IN SYSTE , PER ASTM C635 AND ACCORDANCE � \ NOTE: PROVIDE WIRE MESH TO SLAB \ WALL OR CEILING. ICC- SR-1308 WITH ASTM E 814 o D Q COMPRESSION ` / ABOVE PER SANTA ANA POLICE DEPT. MAIN RUNNER @ 48" O.C. UL 1479 AND o STRUT @ EA. 4 WAY SPLAY PER SUSPENDED BY 12 GA. STL. WIRE ( ) D a 2022 C.B.C. SECTION 2506.2.1 MAIN RUNNER @ 48" O.C. CAN/ULC S11 .] � z SUSPENDED BY 12 GA. STL. WIRE @ 48" O.C. WRAP TIGHTLY AT •:•.::•: ..::. °... • ...::,; • . D o XEROX BUILDING STANDARD: @ 48" O.C. WRAP TIGHTLY AT LEAST 3 TIMES (ICC-ESR-1222 . f `J :` • ` ' • :` 5 8 TYPE X GYP. BRD. EACH ;.. .:• ;° / G.C. TO INSTALL 4" BATT FIBERGLASS LEAST 3 TIMES (#ICC-ESR1222 AND ASTM C635 & C636) •.'.M °r `• ?; �•! '` °� ' �"' J SIDE, TYP., PER ASTM C1396. SOUND INSULATION ABOVE CEILING, AND ASTM C635 & C636 w 48" OUT FROM EACH SIDE OF ) COMPRESSION STRUT CASING BEAD AT EACH ~' •`` SIDE OF PARTITION D AT EACH SIDE OF ... •,•... ,. .:, ,•. • • .....:' -,.: •., ':.:•'• �..•.� 25 LAY, 5 2" ON SPAN UP PARTITION C.B.C.ECTION CASING BEA @ EA 4 WAY SP .•'°'• ".•` 14'-0" U E CONNECT TOP TRACK i AT ENTER FOR 0 A PER 2022 ...:.....SIXTH 0 TO USE CEMCO � _ - 2506.2.1 JOINT FILLER, UL HW-D-0924, OR SIM. a w EACH STUD WITH #10 � O I 362S125-18 STUDS OR SIMILAR > > 2- 2" x 25 GA. METAL � .-. SCREWS BOTH SIDES, TYP. ... �� LL:S.S.M.A. BRAND/SPEC, PER - 2 1 /2 x 25 GA. METAL STUDS @ v STUDS @ 16" O.C., TYP. FLOOR 1-1/4 MAX. DEEP LEG DEFLECTION TRACK _ ICC-ESR-3064 R-13 INSULATION IN CAVITY 16 O.C. AS NEEDED FOR SPAN. ANNULAR SPACE 0 > I IN DEMISING WALLS FOR SOUND o ICC-ESR-3064 0 USE CEMCO VIPER (18 MIL) 5/8" TYPE X GYP. BOARD ABSORPTION (NEW XEROX BLD. STD. 250VS 125-18 STUDS OR EQUAL, a, 5/8" GYP. BRD. @ EACH DETAILS INSTALL AS NEEDED PER APPLICATION AND PER �I ATTACH HORIZONTAL STUDS TO IS ALL WALLS TO BE INSULATED) (FOR SPAN UP TO 9'-10") PER SIDE OF PARTITION. NOTE: SEE WALL LIMITING MANUFACTURER'S INSTRUCTIONS. PENETRATIONS OF WALLS PACKING MATERIAL °' __ _ VERTICAL STUDS WITH TWO 10 » » ICC ESR-3064, REISSUED JULY PARTITIONS TO BE TAPED HEIGHTS CHART ON A-5.1 SHEET # 5 8 TYPE X GYP. BD. @ EACH AND WALL MEMBRAN THAT REQUIRED TO HAVE PROTECTED WALL STUD SCREWS AT BOTH TOP AND / 2014. AND SANDED SMOOTH, DETAIL 1 FOR MORE INFO. OPENINGS SHALL PROTECTED WITH THROUGH PENETRATION FIRE STOPS WIDTH VARIES BOTTOM ON EACH SIDE SIDE OF PARTITION. PARTITIONS TO READY TO RECEIVE PAINT SUITABLE TO TH METHOD OF PENETRATION. THROUGH -PENETRATION FIRE BE TAPED AND SANDED SMOOTH 6 NOTE: SEE WALL LIMITING STOPS SHALL E INSTALLED AND TESTED USING ASTM E 814 OR UL 1479. R-8 (OR AS REQ.) INSULATION READY TO RECEIVE PAINT. HEIGHTS CHART ON A-5.1 R-8 INSULATION IN CAVITY @ IN CAVITY DETAIL 1 FOR MORE INFO. NOTE: THE TERMINAL ENDS NEW WALLS, WHERE INDICATED Sheet Title 6 NOTE: THE TERMINAL ENDS OF EA. OF EA. CROSS AND MAIN ]6) IN FIRE- SISTIVE WALLS, THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS SHALL _ TYP. CROSS AND MAIN RUNNER TO BE FINISHED FLOOR RUNNER TO BE SUPPORTED FINISHED FLOOR COMP WITH 2O19 C.B.C. SECTION 714.3. IN FIRE RESISTIVE FLOORS AND CEILINGS, SUPPORTED INDEPENDENTLY AT A SEE SHT. A-4.1 INDEPENDENTLY AT A MAX. PEN ATIONS SHALL BE FIRE -RESISTIVE AND COMPLY WITH 2O19 C.B.C. SECTION 714.4 MAX. OF 8" FROM THE WALL. 1 OF 8" FROM THE WALL 1 Project Number 2068.928 TYP. PENETRATION @ RTD WALLS 1-HR RATED SLIP TRACK DETAIL �LI—HR. CO I O „- ,-„ 2 DEMISING PARTITION 1 TYP. INTERIOR PARTITION W/INS. Sheet NumberA—rJ�° - " C014 SCALE: 3 = 1 -0 Y SPRINKLERED CORR. SCALE. 1 1/2 - 1 0 DEM.PART. SCALE: 1 2 = 1'- INSULATED SCALE: 1 2 = 1'-0­ A · · · · A A A A A A A A PROJECT NORTH A A A A A TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 RANDALL PATRICK CERTIFIED INTERIOR DESIGNER COMMERCIAL EXPIRES 01/02/27 CID#6141 LEGEND 2' x 2' ACOUSTICAL TILE & GRID, U.O.N. SEE SPEC #1 ncyI �A} CJ� - D `1I c� z LUx w L�- F.5 1 1 10 9 8 7 6 5 4 3.5 3 2 1.3 1 .1 1 I I I I I I I I I I I I I I I I I SUITE 600 I I PROJECT NORTH 1/8"=1'-0" 0 8 16 32 CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO PRICING. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS. CONTRACTOR WILL NOTIFY SPACES IMMEDIATELY AS TO ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND WORKING DRAWINGS. SPACES'S DESIGN AND CONSTRUCTION DRAWINGS HAVE BEEN DESIGNED TO SUBSTANTIALLY CONFORM TO CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY TENANT MODIFICATIONS TO THESE DRAWINGS WILL BE THE TENANT'S LIABILITY. DURING THE TENANT'S OCCUPANCY OF THE SPACE, THE TENANT WILL BE RESPONSIBLE TO PROVIDE REASONABLE ACCOMMODATION TO INDIVIDUAL EMPLOYEES BASED UPON CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY DEVIATION BY THE TENANT FROM CALIFORNIA TITLE 24 ACCESSIBILITY CODES WILL BE THE TENANT'S SOLE RESPONSIBILITY AND LIABILITY. NEITHER SPACES/ARCHITECT NOR THE CONTRACTOR WILL BE LIABLE FOR ANY TENANT DEVIATIONS. A-2 KEY NOTES 8 EXISTING/NEW EXIT SIGN: LITHONIA LIGHTING EDGE -LIT "PRECISE COLLECTION" LRP 2 GMR DA �39 COLOR: GREEN K2 ALL MEETING AND CONFERENCE ROOMS TO BE ON SEPARATE ZONE/VAV BOX/T-STAT. (EXISTING, MECHANICAL ENGINEER TO VERIFY) K3 ALL OUTLETS/PLATES AND SWITCHES/PLATES TO BE WHITE, COLOR TO BE UNIFORM THROUGHOUT SUITE. PROVIDE NEW AS NEEDED, AND REPLACE EXISTING AS REQUIRED. K4 RE -SWITCHED LIGHTS IN OPEN OFFICE AREA AT EXPANSION AREA. K5 PROVIDE NEW SLEEVE IN BUILDING TELEPHONE/ELECTRICAL ROOM FOR WIRING OF NEW LIGHTING CONTROLS. (EXISTING) K6 SUITE TO BE ENGINEERED MEET 2022 C.B.C.-TITLE 24; LIGHT FIXTURES TO BE DAY LIGHTING AND DIMMABLE WITH OCCUPANT SENSORS WITH NEW CONTROLS IN EXPANSION AREA. K7 RELOCATE AND/OR ADD/SUBTRACT FIRE SPRINKLERS PER SUITE LAYOUT IN EXPANSION AREA. K8 EXISTING CEILING GRID TO REMAIN, IF NEW CEILING TILES ARE NEEDED; ARMSTRONG DUNE. CEILING TILES TO MATCH EXISTING SUITE, REPLACE AS NEEDED IN EXPANSION AREA. K9 CLEAN OR RE -PAINT ALL HVAC SUPPLY AND RETURN GRILLS THAT ARE RE -USED IN EXPANSION AREA. K10 REWORK GRID AT HATCHED AREA PRIOR TO INSTALLING NEW CEILING TILES. 2022 TITLE 24: LIGHTING CONTROL ACCEPTANCE REQUIREMENTS PER 130.4. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY UNDER SECTION 10-103(A) OF PART 1 FOR: A. AUTOMATIC DAYLIGHT CONTROLS B. LIGHTING CONTROLS C. DEMAND RESPONSIVE CONTROLS SUITE 635 BUILDING STANDARD NOTES FIRE LIFE SAFETY: 16. ALL LIGHTING, FIRE LIFE SAFETY, AND VENTILATION SHALL COMPLY WITH CURRENT BUILDING CODES. 17. ALL FIRE LIFE SAFETY, TITLE 24 REQUIREMENT COMPLIANCE MUST BE INCLUDED IN BID. ELECTRICAL ENGINEER/SUBCONTRACTOR IS RESPONSIBLE FOR FIRE LIFE SAFETY ENGINEERING AND BUILD -OUT, EXCLUDING SPRINKLERS. 18. "EXIT" SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH 2O22 C.B.C., CHAPTER 10, SECTIONS 1011. 19. INSTALL NEW/RELOCATE EXISTING EXIT SIGNS, FIRE LIFE SAFETY SPEAKERS, STROBES, NIGHT LIGHTS, AND SMOKE DETECTORS AS REQUIRED BY CURRENT BUILDING CODES. NEW TO MATCH EXISTING, U.O.N. VERIFY IF EXISTING SPEAKERS (IF ANY) ARE REGULAR OR FIRE LIFE SAFETY. SEE ENGINEERING PLANS FOR FINAL LOCATIONS AND SPECIFICATIONS. 20. IF REQUIRED, G.C. TO ADD/CHANGE OUT ALL EXISTING SPEAKER/STROBES WITH NEW BUILDING STANDARD. G.C. TO VERIFY REQUIREMENT WITH CITY OF SANTA ANA & OBTAIN APPROVAL FROM BUILDING OWNER. SEE SPEC'S #4. 5 & 6. 21. 2013 C.B.C. EXCEPTION 4 (SEE NOTE #16 & 27/A-0) WILL BE USED IN AREA AS SHOWN. THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT. SMOKE DETECTORS WILL BE INSTALLED WITHIN THE CORRIDOR IN ACCORDANCE WITH THEIR LISTINGS. SEE FIRE LIFE SAFETY PLAN FOR SMOKE DETECTOR LOCATIONS. 22. RELOCATE SPRINKLERS IF/AS REQUIRED. INSTALL PER CITY OF SANTA ANA FIRE CODE. 23. PLANS SHALL INDICATE HOW REQUIRED STRUCTURAL AND FIRE RESISTIVE INTEGRITY WILL BE MAINTAINED WHERE A PENETRATION WILL BE MADE IN RATED WALLS FOR ELECTRICAL, MECHANICAL, PLUMBING AND COMMUNICATION CONDUITS, PIPES, AND SIMILAR SYSTEMS. SEE 2022 C.B.C. CHAPTER 7, SECTION 714 NOTE ON THE PLANS THE ICC RESEARCH REPORT NUMBER, U.L. NUMBER, STATE FIRE MARSHAL NUMBER, OR APPROVAL NUMBER OF ANOTHER AGENCY ACCEPTED BY THE CITY OF SANTA ANA. SWITCHES, MOTION SENSORS, HVAC, ETC.: 24. THE CENTERLINE OF NEW SWITCHES AND WALL MOUNTED MOTION DETECTORS TO BE LOCATED NOT MORE THAN 8" FROM DOOR FRAME WHERE INDICATED AND PRACTICAL. ALL OTHERS TO BE MOUNTED ON THE WALL THAT THE DOOR SWINGS TO, SPACED 4" AWAY FROM EDGE OF DOOR SWING. U.O.N. SENSORS & SWITCHES TO BE MOUNTED AT 42" A.F.F. 25. PROVIDE CEILING MOTION DETECTORS AS SHOWN AND PROVIDE NEW AS NEEDED. 26. RETURN EXCESS / DEMO LIGHT FIXTURES AND CEILING MOUNTED MOTION SENSORS TO BUILDING STOCK, U.O.N. 27. GANG LIGHTING IN OPEN OFFICES AND PASSAGEWAYS OF SUITE. PROVIDE CEILING MOTION SENSORS AS NEEDED, AND OVERRIDE SWITCHES AT EACH EXIT (IF NOT EXISTING). 28. SEE MECHANICAL ENGINEERING PLANS FOR LOCATIONS AND SPECIFICATIONS OF HVAC SUPPLY AND RETURN AIR VENTS AND DUCTING (EXISTING BUT NOT SHOWN ON ARCHITECTURAL PLANS). 29. G.C. TO CLEAN & REPAIR EXISTING SUPPLY AND RETURN AIR GRILLS, AND REPAIR DUCTS AS REQUIRED. SEE MECHANICAL ENGINEERING PLANS. 30. PROVIDE NATURAL VENTILATION (PER SECTION 1203.4 OF THE 2022 C.B.C.) OR MECHANICAL VENTILATION (PER CALIFORNIA MECHANICAL CODE) AS REQUIRED. PROVIDE NATURAL OR ARTIFICIAL LIGHTING PER SECTION 1205 OF 2022 C.B.C. 31. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A NATURAL OR MECHANICAL VENTILATION SYSTEM. MECHANICALLY OPERATED VENTILATION SYSTEMS SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 5 CUBIC FEET PER MINUTE (OR AS REQUIRED PER 2022 C.M.C.) OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. [SEE NOTES 22 & 23 ON SHEET A-0 FOR ADDITIONAL HVAC CODE NOTES.] SUITE 630 GENERAL: 1. VERIFYING EXISTING CONDITIONS - BEFORE SUBMITTING BID, G.C. SHALL BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. 2. ALL SUBCONTRACTORS SHALL BE CITY AND STATE LICENSED. 3. ALL ARCHITECTURAL AND ENGINEERING DOCUMENTS TO BE PRODUCED ON AUTOCAD. PROPERTY MANAGER/ENGINEERS TO RECEIVE A COPY OF THE COMPLETED DISCS. 4. ALL EXISTING HANDICAPPED FACILITIES SHALL MEET OR COMPLY WITH TITLE 24 HANDICAPPED ACCESSIBILITY REQUIREMENTS, INCLUDING HEIGHT OF SWITCHES. 5. G.C. TO VERIFY HVAC CONDITIONS/ZONING WITH BUILDING ENGINEER TO ENSURE ADEQUACY OF EXISTING UNITS FOR SUITE. ANY ADDITIONS TO HVAC EQUIPMENT SHALL BE INCLUDED IN SCOPE AND BID FOR PROPOSED WORK. 6. G.C. TO VERIFY CAPACITY OF EXISTING ELECTRICAL PANEL/ TRANSFORMERS IS ADEQUATE FOR PROPOSED WORK. IF ANY ADDITIONS TO ELECTRICAL CAPACITY OF BUILDING IS REQUIRED IT SHALL BE INCLUDED IN SCOPE AND BID FOR PROPOSED WORK. 7. SEPARATE MECHANICAL, HVAC, ELECTRICAL, AND FIRE LIFE SAFETY IN THIS SUITE FROM THAT OF ADJACENT SUITES, AND COMBINE WITHIN SUITE, IF NOT ALREADY. 8. ALL ENGINEERING TO BE DESIGN/BUILD SUITES. GRID, TILES, LIGHTS: 9. ALL SUSPENDED T-BAR IS EXISTING TO REMAIN, U.O.N. MODIFY AS NEEDED AT CONSTRUCTION. REPAIR GRID AS REQUIRED TO OBTAIN A CONTINUOUS, UNIFORM, AS -NEW APPEARANCE THROUGHOUT SUITE. SEE PARTITION & DEMO PLANS AND SPEC #1. 10. ALL ACOUSTICAL CEILING TILES ARE EXISTING TO REMAIN, U.O.N. MODIFY AS NEEDED AT CONSTRUCTION. TRIM/PATCH/REPLACE TILES AS REQUIRED TO OBTAIN A CONTINUOUS, UNIFORM, AS -NEW APPEARANCE THROUGHOUT SUITE. 11. LIGHT FIXTURES ARE NEW LED, U.O.N. G.C. TO ALLOW FOR MINIMUM LIGHT LEVEL OF ONE (1) FIXTURE PER EIGHTY (80) SQUARE FEET U.O.N. ALL LIGHTING TO BE CONNECTED TO BASE BLDG. ENERGY MGT. SYSTEM. 12. G.C. TO PROVIDE NIGHT LIGHTS. 13. WHERE WALLS HAVE BEEN DEMOLISHED OR NEW CEILING GRIDS ADDED, REINFORCE NEW CEILING GRID WITH COMPRESSION STRUTS AS REQUIRED PER CURRENT CODES, SEE REQUIREMENTS IN CEILING DETAILS #11 & 17/8-5. 14. PROVIDE BRACING AT CEILING AND TIE WIRES AT FIXTURES TO MEET CBC/BOCA/LOCAL CODES. CONFIRM EXISTING CONDITIONS. 15. SPARE. 2' X 4' LED LIGHT FIXTURE ® 2 X 4 LED LIGHT FIXTURE (NIGHT LIGHT) �________, IIER -'��/ II EXISTING 2' X 4' LIGHT FIXTURE TO BE DEMO'D OR P .- DOUBLE TOGGLE DIMMABLE OVERRIDE SWITCH FOR CEILING SENSORS WALL MOUNTED MOTION SENSOR WITH INTEGRAL WITH DIMMABLE OVERRIDE SWITCH 2-WAY CEILING MOUNTED MOTION DETECTOR Master I[ 1-WAY CEILING MOUNTED MOTION DETECTOR ® AREA OF CEILING GRID REPAIR F)ate. PLEASE REFER TO FIRE LIFE SAFETY NOTES: #16-22 & SEE FIRE LIFE SAFETY/ENGINEERING PLANS FOR FINAL LOCATIONS. I(> EXIT SIGN SEE SPEC #3 SD SMOKE DETECTOR SEE SPEC #7 O LIFE SAFETY SPEAKERS SEE SPEC #4 ST FIRE STROBE SEE SPEC #6 D DEMO E EXISTING N NEW 1 ER EXISTING TO RELOCATED R RELOCATED TYP. TYPICAL THROUGHOUT SUITE ALL ITEMS ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. SPECIFICATIONS LIGHT FIXTURES AND LIGHT CONTROLS TO COMPLY WITH 2O19 CALIFORNIA ELECTRIC CODE/TITLE 24 ENERGY REQUIREMENTS AS NEEDED PER SCOPE OF WORK. A-2 IS FOR GENERAL LIGHT LAYOUT ONLY: SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFIC CHANGES REQUIRED PER SCOPE OF WORK AND FOR ROOM CONTROLLERS, WALL STATION CONTROLS, DAYLIGHT AND MOTION SENSOR LOCATIONS, SPECS AND SYSTEM CONNECTIONS. 1. PRIMARY CEILING TILE & GRID (G.C. TO VERIFY SPECS ARE CURRENT): • TILES: NEW LEED SPEC IS ARMSTRONG, DUNE, 9/16" BEVELED TEGULAR #1775 OR W1775HRC (HIGH RECYCLED CONTENT) 24" x 24" x 5/8" TILES [TO MATCH OLD CELOTEX TILES (IN SIZE AND PROFILE) AND WORK WITH EXISTING TEMPRA 2'x 2" GRID.] • CEILING GRID: CHICAGO METALIC CORP. "TEMPRA" 4000 SERIES, 9/16" 2' x 2' GRID [2 FOOT TEE'S 9/16" FACE WHITE #4012-01; 4 FOOT TEE'S #4014.01 CH; MAIN RUNNER #4000-01.] SUSPENSION SYSTEM SHALL COMPLY WITH ASTM C635 SPECS. SEE CEILING DETAILS ON SHEET A-5 IF NEW GRID IS TO BE INSTALLED. 2. (DIMMABLE) LED LIGHT FIXTURES: BUILDING STANDARD, SEE CONTROLLERS & NOTES BELOW. NL DENOTES: NIGHT LIGHT. TO HAVE 90 MINUTE BATTERY BACK-UP. SPEC; LITHONIA, 2AVL4 A 40L MDR MVOLT EZ1 LP840 2X4 RECESSED INDIRECT/DIRECT WITH PERFORATED CENTER BASKET AND AIR RETURN SLOTS 3. EXIT SIGN: LITHONIA, EDGE -LIT "PRECISE" COLLECTION, LRP SERIES, GREEN LETTERS, SINGLE/ DOUBLE FACE & DIRECTIONAL ARROWS IF/AS NEEDED PER LOCATION, 120/277 DUAL VOLTAGE. 4. LIFE SAFETY SPEAKERS: (PROVIDE AS REQ. BY CODES) 4" FLUSH MOUNTED SPEAKERS, TO BE (COMPATIBLE WITH AND) CONNECTED TO THE BASE BUILDING LIFE SAFETY SYSTEM. LOCATION TO BE SPECIFIED BY THE CITY OF SANTA ANA BUILDING DEPT. VERIFY IF SPEC IS PYROTRONIC 9070 (ON PREVIOUS PLANS) OR SIEMENS, SE-CW (NEW SPEC SHOWN ON WORK LETTER). 5. FIRE SPEAKER/STROBE: (AS NEEDED) SIEMENS, MODEL SE-MC-CW. 6. FIRE STROBE: (RELOCATE EXISTING AND/OR ADD NEW AS REQUIRED BY CODES). SIEMANS, MODEL #ZR-MC-CW. 7. SMOKE DETECTOR: (PROVIDE AS REQUIRED BY CODES) PYROTRONIC #IL160. STATE FIRE MARSHAL APPROVED. WIRING: #18 TFFM. 8. IONIZATION SMOKE DETECTOR: (THROUGHOUT, U.O.N.) SIEMENS, MODEL ILI-1 [WITH SIEMENS DETECTOR BASE MODEL DB-3S (STANDARD) OR MODEL DB-X3RS (RELAY) AS NEEDED.] SPEC PER NATIONAL FAIL SAFE. 9. THERMAL DETECTOR: (WHERE REQUIRED) SIEMENS, MODEL IPT-1 [WITH SIEMENS DETECTOR BASE MODEL DB-3S (STANDARD) OR MODEL DB-X3RS (RELAY) AS NEEDED.] SPEC PER NATIONAL FAIL SAFE. 10. FIRE SPRINKLERS: COMMON BUILDING TYPE SPRINKLER HEAD IS TYCO TY-B 155 DEGREE, QUICK RESPONSE CHROME SPRINKLERS, WITH CHROME ESCUTCHEONS [PER FIRE PROTECTION SPECIALISTS (714) 635-6500.] 11. OTHER FIRE ALARM DEVICES: • MANUAL PULL STATION: SIEMENS, MODEL MSI-10B • RELAY MODULE: SIEMENS, MODEL TRI-R • INTERFACE MODULE (SINGLE): SIEMENS, MODEL TRI-S • INTERFACE MODULE (DUAL): SIEMENS, MODEL TRI-D 12. VAV BOXES: SEE MECHANICAL ENGINEERING & BUILDING ENGINEER GLEN CALL FOR SPECS AT VARIOUS LOCATIONS. EXISTING TYPICAL ARE: TRANE, FAN POWERED VAV BOXES AT NORTH FACING ZONE ONLY. TITUS PNEUMATIC VAV BOXES AT INTERIOR ZONES/ALL OTHER LOCATIONS. CONTROLS AND DEVICES BUILDING CONTROLLERS: • 1 QUANTUM CPU WITH Q-MANAGER SERVER PER BUILDING •1 QUANTUM HUB PER FLOOR SUITE CONTROLLERS: MANUFACTURER: LUTRON, "ESN (ENERGI SAVR NODE)" COMPATIBLE WITH "QUANTUM" BUILDING SYSTEM. LIGHTING CONTROLLER: • LUTRON - ENERGI SAVR NODE WITH ECOSYSTEM (QSM-XECO-S) *LUTRON - QS SENSOR MODULE (QSM2-XW-C) *LUTRON - ECOSYSTEM TO 0-10V INTERFACE (NI-LMF-2A) AREA CONTROLS - MANUAL SWITCH TO TURN THE LIGHTS ON OR OFF MULTI -LEVEL CONTROLS - MANUAL SWITCH TO DIM OR BRIGHTEN THE LIGHTS • LUTRON - PICO WIRELESS CONTROL, 3 BUTTON WITH RAISE/LOWER (PJ-3BRL-GXX) SHUT-OFF CONTROLS - AUTOMATIC DEVICE TO TURN OFF THE LIGHTS WHEN THE SPACE IS VACATED • LUTRON - WIRELESS CEILING MOUNT SENSOR (LRF2-OCR2B-P-WH) • LUTRON - WIRELESS WALL MOUNT SENSOR (LRF2-OWLB-P-WH) DAYLIGHTING CONTROLS - DEVICE TO SENSE THE AMOUNT OF NATURAL LIGHT COMING FROM A WINDOW OR SKYLIGHT • LUTRON - WIRELESS DAYLIGHT SENSOR (LRF2-DCRB-WH) RECEPTACLE CONTROLLER: • LUTRON - ENERGI SAVR NODE WITH SOFTSWITCH (QSM-4T20-S) *CONTROLLED RECEPTACLE MUST BE GRAY DEVICES: • DUPLEX TYPE 15A - 120V, SPECIFICATION GRADE - NEMA 5 - 15R HUBBELL MODEL 5252-1 • FLUSH FLOOR BOXES - HUBBELL WITH COVERS AS LISTED: -DUPLEX RECEPTACLES - HUBBELL # S3925 -TELEPHONE / SIGNAL - HUBBELL # S2725 -CARPET FLANGES - HUBBELL # S3079 • FIRE RATED POKE - THRU FITTING - RACEWAY COMPONENTS INC. -RECEPTACLE / TELEPHONE - RC700 -DOUBLE DUPLEX - RC900A -TELEPHONE SIGNAL RC900M -FURNITURE FEEDS - RC90OFF TITLE 24 GUIDELINES: SECTION 130.1 - INDOOR LIGHTING CONTROLS THAT SHALL BE INSTALLED a.130.1(A) AREA CONTROLS: MANUAL ON AND OFF SWITCH. b.130.1(B) MULTI -LEVEL CONTROLS: MANUAL SWITCH THAT ADJUST THE BRIGHTNESS OF THE LIGHTS. C.130.1(C) SHUT-OFF CONTROLS: AUTOMATICALLY TURNS OFF THE LIGHT WHEN THE SPACE IS UNOCCUPIED (MAXIMUM SETTING 30 MINUTES). d.130.1(D) DAYLIGHTING CONTROLS: AUTOMATICALLY ADJUST THE BRIGHTNESS OF THE LIGHTS BASED ON THE AMOUNT OF NATURAL LIGHTS FROM THE WINDOW OR SKYLIGHTS. e.130.1(E) DEMAND RESPONSE: AUTOMATICALLY ADJUST THE LIGHTS TO DIM TO A PRESET LEVELED WHEN UTILITY COMPANIES TRIGGER A "FLEX ALERT" (SYSTEM ONLY NEEDS TO BE DR CAPABLE AT THIS TIME). SECTION 130.5 - ELECTRICAL POWER DISTRIBUTION SYSTEM • 130.5(D) CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES. TENANT IMPROVEMENT: • INSTALL NEW FIXTURES OR MOVE FIXTURES NO WINDOWS: MANDATORY A/B/C/1. • INSTALL NEW FIXTURES OR MOVE FIXTURES ON DAYLIGHT ZONE/ WITH WINDOWS • (>= 24 SQFT WINDOW OR >= 120 WATTS): MANDATORY A/B/C/D/1. • SPACE >= 10,000 SQFT: MANDATORY A/B/C/D/E/1. •RECONFIGURE A SPACE (INSTALL OR REMOVE WALLS): MANDATORY A/B/C/D/E/1. • MODIFICATION IN PLACE (I.E. FLUORESCENT TO FLUORESCENT RETROFIT): MANDATORY A/B/C/D. • ALTERATION (I.E. FLUORESCENT TO LED RETROFIT): MANDATORY A/B/C/D/E/1. LTS INVOLVEMENT: • LTS WILL PERFORM ALL THE TASKS ASSOCIATED WITH SYSTEM DESIGN AND SUBMITTAL PACKAGE, CONTROLS DRAWINGS, SYSTEM COMPONENT INSTALLATION, CONTROL WIRING, COMMISSIONING AND ACCEPTANCE TESTING FOR PERMIT SIGNOFF. LTS WILL CONSULT WITH ELECTRICAL INSTALLER OF THE FIXTURE AND OUTLETS ON WIRING METHODS FOR SEPARATE CONTROL OF EACH ZONE. •LTS VS ELECTRICAL CONTRACTOR - PERFORMING ELECTRICAL WORK FOR TENANT IMPROVEMENTS SCOPE OF WORK. • TI ELECTRICIANS INSTALL ALL NEW FIXTURES, OUTLET INSTALLATION, WIRING OR RE -WIRING TO ACCOMMODATE LOCAL CONTROL OF EXISTING SPACE. *IF SPACE PLAN IS USING EXISTING FIXTURES, LTS RETROFIT WITH 0-10V DIMMING BALLASTS TO DO ALL CONTROL WIRING, CONTROL SYSTEM COMPONENTS, COMMISSIONING, AND ACCEPTANCE TESTING. PROVIDE NEW SLEEVE IN BLD. TELEPHONE/ELECT. ROOM FOR WIRING OF NEW LIGHTING CONTROLS. 6ANICE v v • Santa Ana, Ca. 92705 TENANT �l0 M WK161jus AREA SQUARE FOOTAGE EXISTING SUITE 840: 3,298 SQ.FT. EXPANDED SUITE 640: 4,486 SQ.FT. EXISTING SUITE 600: 5,480 SQ.FT. REDUCED SUITE 600: 4.292 SQ.FT. THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY ANY MEMOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PRESCREEN CORRECTIONS 10.08.25 FSUBMIT TO 09.15.25 PLAN CHECK / \ RELEASED TO 09.15.25 NO. DESCRIPTION DATE REVISIONS COMMERCIAL INTERIORS ■ ■ *A ■■■ " MTN PLANNING & DESIGN 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 949.724.1499 1 www.spaces-oc.com DRAWN o ■CALIFORNIA COUNCIL FOR --I _ 6 U U 0 W ip.r-G�, o DATE y 09.02.25 = CHECKED m A RP PRINT DATE = 80J 1ION000 vINNOJI1v0■ =109.10.25 SIXTH FLOOR DEMO � REFLECTED CEILING PLAN Sheet Title Project Number 2068.956 Sheet Number A-2 LEGEND '177 M TELEPHONE BACKBOARD SEE SPEC #1 ncyI �A} CJ� - D `1I c� z LUx w L�- F.5 1 1 10 9 8 7 6 5 4 3.5 3 2 1.3 1 .1 1 I I I I I I I I I I I I I I I I I SUITE 600 I I PROJECT NORTH 1/8"=1'-0" 0 8 16 32 CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO PRICING. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS. CONTRACTOR WILL NOTIFY SPACES IMMEDIATELY AS TO ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND WORKING DRAWINGS. SPACES'S DESIGN AND CONSTRUCTION DRAWINGS HAVE BEEN DESIGNED TO SUBSTANTIALLY CONFORM TO CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY TENANT MODIFICATIONS TO THESE DRAWINGS WILL BE THE TENANT'S LIABILITY. DURING THE TENANT'S OCCUPANCY OF THE SPACE, THE TENANT WILL BE RESPONSIBLE TO PROVIDE REASONABLE ACCOMMODATION TO INDIVIDUAL EMPLOYEES BASED UPON CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY DEVIATION BY THE TENANT FROM CALIFORNIA TITLE 24 ACCESSIBILITY CODES WILL BE THE TENANT'S SOLE RESPONSIBILITY AND LIABILITY. NEITHER SPACES/ARCHITECT NOR THE CONTRACTOR WILL BE LIABLE FOR ANY TENANT DEVIATIONS. LIVE LOADS �G G.C. TO ENSURE COMPLIANCE WITH C.B.C. SECTION 1607.3.5.: "LIVE LOADS POSTED. THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED SHALL HAVE SUCH DESIGN LIVE LOADS CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING DURABLE METAL SIGNS, AND IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES. THE OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD BELOW THE ALLOWABLE LIMITS." TO THAT END... CONTRACTOR SHALL INSTALL A DURABLE PLACARD IN THE FILE/STORAGE ROOM AT A CONSPICUOUS LOCATION. THE AREA OF THE PLACARD SHALL BE 100 SQ. INCHES MINIMUM. THE OCCUPANT OF THE SUBJECT PORTION OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD BELOW THE ALLOWABLE LOAD LIMITS INDICATED ON THE PLACARD. THE PLACARD SHALL INDICATE THE FOLLOWING INFORMATION: 1. THE OPEN SHELF RACKS SHALL BE 16" DEEP BY 6'-0" HIGH MAXIMUM. 2. NO NEW FILE SYSTEM SHALL BE ADDED TO THE FILE ROOMS IN ADDITION TO THE LAYOUT SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. THE FILE SYSTEM SHALL NOT BE RELOCATED OR REPLACED WITH HEAVIER UNITS. 4. NO OTHER HEAVY EQUIPMENT WEIGHING MORE THAN 400 POUNDS SHALL BE LOCATED IN THIS AREA. 5. NO STORAGE IS ALLOWED ON TOP OF THE FILE SYSTEM. 6. THE LIVE LOAD IN THE OPEN AREA AROUND THE FILING SYSTEMS AND IN ALL OTHER AREAS SHALL NOT EXCEED 50 POUNDS PER SQUARE FOOT (PSF). 7. ITEMS "1" THROUGH "6" ABOVE MAY BE MODIFIED ONLY AFTER REVIEW AND APPROVAL BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. THE PLACARD SHOULD ALSO SHOW THE LAYOUT OF THE FILE SYSTEM AND BOOK SHELVES AS SHOWN ON THE ARCHITECTURAL DRAWINGS. THE END USER / TENANT IS RESPONSIBLE FOR ENSURING THAT THE ABOVE RECOMMENDATIONS ARE FOLLOWED AT ALL TIMES. SUITE 635 TYPICAL OUTLET DIMENSIONS NOTE: TWO OR MORE SWITCHES TO BE GANGED IN SINGLE FACEPLATE 6" SWITCH THERMOSTAT w J m Of I- TYP. TELEPHONE JACK WALL o Q PHONE TYP. DUPLEX OUTLET I- UJI ww Q o- Ld 0 w CL o_ 00 6" MAX SUITE 630 A-3 KEY NOTES 8 ALL OUTLETS/PLATES AND SWITCHES/PLATES TO BE WHITE, COLOR TO BE UNIFORM THROUGHOUT SUITE. PROVIDE NEW AS NEEDED, AND REPLACE EXISTING AS REQUIRED. K2 WHERE OUTLETS ARE EXISTING TO REMAIN AND ARE BELOW 18" O.C., MOVE UP TO 18" O.C. PER CODE. REPAIR WALL WHERE OCCURS. K3 EXISTING TELEPHONE BACK BOARD AND 20 AMP SEPARATE CIRCUITS IN TELE/DATA ROOM TO REMAIN. TENANT'S VENDOR TO RUN CABLING INTO EXPANSION AREA. U) DUPLEX WALL OUTLET SC DUPLEX WALL OUTLET -SEPARATE CIRCUIT QUADURAPLEX WALL OUTLET (MULTI -LINE) TELEPHONE AND/OR DATA OUTLET WITH 3/4" CONDUIT, WHITE FE FIRE EXTINGUISHER FOR PCf� SEE SPEC #5 Master I Date: D DEMO E EXISTING N NEW ER EXISTING TO RELOCATED R RELOCATED TYP. TYPICAL THROUGHOUT SUITE ALL ITEMS ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED./ 1 SPECIFICATIONS 1 TELEPHONE BACKBOARD: (EXISTING) 8' X 4' X 3/4" PLYWOOD. INSTALL AND PAINT TO MATCH WALLS. PROVIDE SEPARATE CIRCUIT OUTLET AND 2" CONDUIT HOME -RUN TO BASE BUILDING TELEPHONE ROOM. PLYWOOD TO BE OF FIRE -RETARDANT -TREATED WOOD TO COMPLY WITH C.B.C. SECTION 207.10. 2 SINGLE SINK & FAUCET: (EXISTING) "JUST" BRAND SINK #US-ADA-1830-A-18, SINGLE ADA COMPLIANT BOWL, DRAIN LOCATION AS REQUIRED; 18"LONG X 30"WIDE X 5-1/2" DEEP. 18GA TYPE 304 18-8 SSTL. UNDERSIDE IS FULLY UNDERCOATED. TO BE USED WITH SOLID SURFACES COUNTER TOPS. "DELTA" BRAND ADA COMPLIANT FAUCET, TRINSIC 9159-DST, CHROME FINISH J-ADA-35 DRAIN SYSTEM WITH OVERFLOW SYSTEM, AND ADA COMPLIANT DRAIN INSULATOR KIT #J-ADA-150 OR SIMILAR INSULATION IF/AS REQUIRED BY CODES. 3� INSTA-HOT: (EXISTING) CHRONOMITE MODEL #SR-30 INSTANTANEOUS HOT WATER HEATER OR EQUAL IN CABINET BELOW. 277V/ 30 AMP/ 8310 WATTS. 4� GARBAGE DISPOSAL: (EXISTING) IN-SINK-ERATOR BRAND, MODEL: "BADGER 5", GRAY ENAMEL, 120V, 6.9 AMPS, 60 HZ., 1 /2 H.P. OR EQUAL. PLUMBER IS TO VERIFY PROPER G.D. INSTALLATION W/SINK. 5 FIRE EXTINGUISHER: (EXISTING) NEW BUILDING STANDARD TYPICAL CABINET IS WHITE, SEMI -RECESSED STYLE: POTTER ROEMER MODEL #70-12DV, 3-1/4" DEPTH (WITH LOCK IN PUBLIC CORRIDORS, WITHOUT LOCK IN SUITES). TYPICAL FIRE EXTINGUISHER IS AMEREX BRAND, 5 LB. DRY CHEMICAL TYPE, 2A10BC, MODEL #500. BUILDING APPROVED VENDOR: PAUL FIRE DOCTOR (714) 544-4390. QUANTITY & LOCATIONS OF EXTINGUISHERS TO BE VERIFIED WITH THE CITY OF SANTA ANA BUILDING INSPECTOR AND THE ARCHITECT PRIOR TO INSTALLATION. NEW TO MATCH BUILDING STD. U.O.N. DISHWASHER: EXISTING REFRIGERATOR: EXISTING MICROWAVE: EXISTING 9� COPIER: EXISTING 10 SERVER: EXISTING BUILDING STANDARD NOTES GENERAL: 1. VERIFYING EXISTING CONDITIONS - BEFORE SUBMITTING BID, G.C. SHALL BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. 2. ALL SUBCONTRACTORS SHALL BE CITY AND STATE LICENSED. 3. G.C. TO VERIFY CAPACITY OF EXISTING ELECTRICAL PANEL/TRANSFORMERS IS ADEQUATE FOR PROPOSED WORK. IF ANY ADDITIONS TO ELECTRICAL CAPACITY OF BUILDING IS REQUIRED, IT SHALL BE INCLUDED IN SCOPE AND BID FOR PROPOSED WORK. 4. G.C. TO VERIFY HVAC CONDITIONS/ZONING WITH BUILDING ENGINEER TO ENSURE ADEQUACY OF EXISTING UNITS FOR SUITE. ANY ADDITIONS TO HVAC EQUIPMENT SHALL BE INCLUDED IN SCOPE AND BID FOR PROPOSED WORK. 5. ALL SUITES TO RECEIVE TELEPHONE BACKBOARD, U.O.N. TELEPHONE BACKBOARD TO HAVE (1) SEPARATE CIRCUIT AND (1) 2" CONDUIT TO BASE BUILDING TELEPHONE. SAND AND PAINT BACKBOARD, U.O.N. 6. ALL EXISTING HANDICAPPED FACILITIES SHALL MEET OR COMPLY WITH TITLE 24 HANDICAPPED ACCESSIBILITY REQUIREMENTS. 7. ALL FIRE LIFE SAFETY, TITLE 24 REQUIREMENT COMPLIANCE MUST BE INCLUDED IN BID. 8. ELECTRICAL ENGINEER/SUBCONTRACTOR IS RESPONSIBLE FOR FIRE LIFE SAFETY ENGINEERING AND BUILD -OUT, EXCLUDING SPRINKLERS. SEE FLS SPECS ON SHEET A-2. 9. ALL SPECIFICATIONS FOR EQUIPMENT THAT IS DIFFERENT FROM THE ARCHITECTURAL DRAWINGS ARE TO BE INDICATED ON THE ENGINEERING DRAWINGS. SEE ENGINEER'S DRAWINGS FOR COMPLETE SPECIFICATIONS, CONDUIT SIZE AND CONNECTIONS. 10. ALL ARCHITECTURAL AND ENGINEERING DOCUMENTS TO BE PRODUCED ON AUTOCAD IN .DWG FILE FORMAT. PROPERTY MANAGER/ENGINEERS TO RECEIVE A COPY OF THE COMPLETED DISCS. 11. SEPARATE MECHANICAL, HVAC, ELECTRICAL, AND FIRE LIFE SAFETY IN THIS SUITE FROM THAT OF ADJACENT SUITES, AND COMBINE AS REQUIRED WITHIN SUITE, IF NOT ALREADY. 12. PROVIDE PROPER ELECTRICAL AND PLUMBING FOR ALL APPLIANCES AND/OR EQUIPMENT AS SPECIFIED. SEE PLAN, SPECS, MILLWORK DETAILS, AND KEYNOTES/ALTERNATE PRICING NOTES. OUTLETS: 13. ALL ELECTRICAL/TELEDATA OUTLETS ARE EXISTING TO REMAIN, U.O.N. BUILDING STANDARD TELE/DATA COLOR IS WHITE. G.C. TO CONFIRM THAT ALL OUTLETS ARE OPERATIONAL. ALL OUTLETS THAT ARE DAMAGED, DISCOLORED OR MISSING SCREWS ARE TO BE REPAIRED OR REPLACED. ALL OUTLETS TO HAVE COVER PLATES. NEW COVER PLATES AND OUTLET FINISHES TO MATCH EXISTING BUILDING STANDARD, U.O.N. 14. ALL TELEPHONE AND DATA OUTLETS ARE TO BE 3/4" CONDUIT IN A SINGLE RUN TO BE STUBBED OUT AT 6" ABOVE THE FINISHED CEILING. NO LOOPING. G.C. TO PROVIDE PULL STRING U.O.N. 15. WHEN A TELE/DATA OR DATA OUTLET IS INDICATED NEXT TO AN ELECTRICAL OUTLET, THE ENGINEER MUST NOT PROVIDE MORE THAN 4 OUTLETS PER BREAKER. NO OUTLETS FOR ANY OTHER USE ARE TO BE PROVIDED ON THE SAME BREAKER WITH DATA ELECTRICAL OUTLETS. TWO (2) SPARE BREAKERS ARE TO REMAIN FOR THE BUILDING ENGINEER'S USE. 16. ALL OUTLETS NOT STANDARD ARE TO BE LABELED ACCORDINGLY. 17. TYPICAL SPACING FOR WALL OUTLETS IS 6" FROM EACH OTHER. (NO BACK TO BACK OUTLETS). ALL TELEPHONE AND ELECTRICAL OUTLETS TO BE MOUNTED VERTICALLY @ 18" FROM SLAB TO THE CENTER OF OUTLET, U.O.N. ALL OUTLETS NOT DIMENSIONED ARE TO BE LOCATED TO THE NEAREST STUD. 18. PATCH AND PAINT DRYWALL WHERE EXISTING ELECTRICAL IS TO BE REMOVED. BLANK PLATES SHALL NOT BE PERMITTED, REMOVE EXISTING BLANK PLATES. 19. ALL OFFICES TO HAVE A MINIMUM OF TWO DUPLEX OUTLETS, ONE TELEPHONE OUTLET, AND ONE DATA OUTLET. U.O.N. [THE TELEPHONE AND DATA OUTLETS MAY BE COMBINED INTO A SINGLE MULTI -LINE TELE/DATA OUTLET.] 6ANICE v v • Santa Ana, Ca. 92705 TENANT MWK ,u AREA SQUARE FOOTAGE EXISTING SUITE 840: 3,298 SQ.FT. EXPANDED SUITE 640: 4,486 SQ.FT. EXISTING SUITE 600: 5,480 SQ.FT. REDUCED SUITE 600: 4.292 SQ.FT. THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY ANY MEMOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PRESCREEN CORRECTIONS 10.08.25 SUBMIT TO 09.15.25 PLAN CHECK RELEASED TO 09.15.25 NO. DESCRIPTION DATE REVISIONS COMMERCIAL INTERIORS Elmo *A �I ■\■ " M PLANNING & DESIGN 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 949.724.1499 1 www.spaces-oc.com DRAWN o ■CALIFORNIA COUNCIL FOR - 6 U U 0 ip.r-G�, o DATE y 09.02.25 G'! = CHECKED A RPti PRINT DATE = 80J 1ION000 vINNOJI1v0■ =109.10.25 SIXTH FLOOR TELEPHONE/ ELECTRICAL PLAN Sheet Title Project Number 2068.956 Sheet Number A-3 · · · · TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 RANDALL PATRICK CERTIFIED INTERIOR DESIGNER COMMERCIAL EXPIRES 01/02/27 CID#6141 CENTERLINE OF BOLT & FLUTE Planni LIGHTWEIGHT OR NORMAL 1/2" WEIGHT CONCRETE MAX. DECKING 4 00 40 ATTACH TO STRUCTURE " 04 p 4 00 �p WITH 3 8DIA. HILTI KB—TZ / EMBEDDED 2" MIN. ® 24 O.C. 44 O 4 O ICC ESR-1917 40 a p 1 G.C. TO VERIFY I 3" 12 GAUGE X 1" WIDE MAX. CEILING CLIP, U.O.N. p O �pp4 �p p p 00 1 p OD pR bAN 3 TURNS AT HANGER WIRE p p p R TYPICAL AT EACH END p4 p �p p O O (2) 12 GAUGE (ASTM A641 CLASS anta Ana, Ca.. 5 1 OR SIMILAR) SLACK WIRE HANGERS FOR 2' X 4' FIXTURES O THAT WEIGH LESS THAN 56 POUNDS (HEAVY DUTY GRID SYSTEM REQ.), PLACE ON DIAGONAL CORNERS OF FIXTURE // Master TENANT HANGERS FOR CEILING GRID, Date: ATTACHMENT TO DECK ABOVE SIMILAR. SEE "HEAVY DUTY �'� �'� D G C SUSPENDED CEILING" DETAIL ---------------------- 2 #8 S.M.S. EACH SIDE ---------------------- e '' / LIGHT FIXTURE 56 POUNDS MAX. \ •,• `~ '' 1 I "I E #3 AREA SQUARE FOOTAGE �s o #4 ; p EXISTING 640: 3,298 TOTAL SF HEAVY DUTY T—BAR � Indexing 0 EXPANDED 640: 4,486 TOTAL S CEILING SYSTEM Nib 1 1 2 ; p 1 EXISTING 600: 5,480 TOTAL SF #� 1 o I I I I I I I I I I I I 1 I I 0 0 REDUCED 600: 4,292 TOTAL SF 20 LIGHT FIXTURE HANGERS 1 ISMIC JOINT CLIP SEISMIC JOINT CLIP INSTALLATION LFH SCALE: NOT TO SCALE BRKRM SCALE: N.T.S. SEIJNTCPINSTALL SCALE: N.T.S. 4 4 � p 0 O THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS c OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND ® PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY ANY MEIHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- MISSION FROM SPACES. TILE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 215 0 » 8„ 0 7" 8 131, 8 15 14 13 12 1 MAIN BEAM SEISMIC JOINT CLIP MNBMSEIJNTCPINSTALL SCALE: N.T.S. TYPICAL LIMITING HEIGHTS — INTERIOR STUD FRAMING Stud Stud Stud Allow. Partition, Partition, Furring, one PRESCREEN CORRECTIONS FLOOR STRUCTURE design. width spacing deft. one layer two layers layer 1 10.08.25 — SUBMIT TO 09.15.25 � I I I I I I RELEASED TO _ 09.03.25 FN(16GA. 25 gauge (.0179 min.) CONT. ; ; 10 8 I I 3 /g 0 EXPANSION ANCHORS NO. DESCRIPTION DATE 3/g"0 EXPANSION ANCHORS TRACK TBcB w/11/2" DEEP FLANGE i i x2 �� EMBED w/ STD WASHERS 162S125-18 1 5/8" 16 L/120 7 9 f 6 4 d 5 6 d » x2 EMBED w/ STD WASHERS w/#10 S.M.S. EA. SIDE ; ; (ESR-4266) L/240 6'11"d 6'1"d 5'6"d REVISIONS (ESR-4266) TO EACH STUD L/360 6'1"d 54"d 4'10"d COMMERCIAL INTERIORS I I 000 I 24" L/120 6'4"f 5'2"f 416"f LIEN L/240 6'1"d 5'2"f 4'6"d . L/360 5'4"d 4'8"d 4'3"d ■ E I I � 1 I I PLANNING & DESIGN 1 MIN. $. ' a.. 250S125-18 2 1/2" 16" L/120 10'2"f 8'3"f 7'2"d 1.5 MAX. 20GA.x13/8" FLANGE 1 1 , ° STUD KICKER L/240 9'7"d 8'3"d 7'2"d 3150 BRISTOL, STE 205 I COSTA MESA, CA 92626 . � METAL STUD ®16 o.c. (400S37-33 ©16 o.c.MIN.) i i a SIZE & SPACING — PER WALL SECTIONS � L/360 8'4"d 7'4"d 6'8"d 949.724.1499 Iwww.s aces—oc.com DRAWN —. L4x3x 16GA. I I METAL STUD BRACE i 1 METAL STUD w/(3)#10 S.M.S. --- TO Lx U.N.O. 24 L 120 83 f 69 f 510 f o ■CALIFORNIA COUNCIL FOR = x1'-4" LONG (3)#10 S.M.S. 1 1 Ca?4 —0 o.c. L/240 8'3"d 6'9"f 5'10"d RP/AG DATE (3)#10 S.M.S. 1 L/360 7'4"d 6'S"d 5'10"d —_ � - CD L4x3x16GA.x1'-4" LONG , » » , „ 16 L/120 12 2 f 9 11 f 87 f* y 09.02.25 CHECKED HANGING METAL STUD i i _I Q L/240 12, 2" d 9 i l f 8, 7„ d* - SIZE AND SPACING PER PLAN/SECTION i i SUSPENDED CEILING L/360 11'4"d 9'11"d 8'7"d* o R DNTL RP ELEVATION PER PLAN C OR SIGNER C RCi 24" L/120 9'11 "f 8'1 "f 71011f* I EXPXWIS 01 CID#61411 PRINT DATE 09.10.25 L/240 9'11"f 8'"f 7'0"d* 1 = 80J 1ION000 VINNO411VOE = L/360 9' 11 "d 8' 1 "d 7'0"d 20 gauge (.0329 min.) 250S125-30 2 1/2" 16" L/120 14'5"d 11'10"d 10'3"d* L/240 11'7"d 10'2"d 912"d* 10 BRACE 10 UECK CONNEU 1'ION g IWALL BRACING @ INT. GLAZING g BRACE 10 DECK CONNECTION 7 SCALE: 1 =1 —0 WALL BRACE SCALE: 3 4 = 1 —0 SCALE: 1 =1 —0 L/360 10' 2"d 8' 1 O"d 8' 1 "d 24" L/120 11'10"d 9'8"f 8'4"d* L/240 10'2"d 8' 10"d 8' 1 "d L/360 8'10"d 7'9"d 7'O"d 362S125-30 3 5/8" 16" L/120 17'7"d 14'4"d 12'5"d* L/240 15'6"d 13'6"d 12'3"d* L/360 13'6"d 11'10"d 10'9"d* 24" L/120 14'4"d 11'8"f 10'2"d* L/240 13'6"d 11'8"d 10'2"d* L/360 11'10"d 10'4"d 914"d 18 gauge (.0428 min.) 250S125-43 2 1/2" 12" L/120 18'1" 15'10" 14'4" SIXTH L/240 14'4" 12'6" 155" L/360 12'6" 10'11" 9'11" FLOOR USG FOOTNOTE: LIMITING HEIGHT FOR 1/2" OR 5/8" THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO PARTITION OR FURRING. USE ONE —LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES; USE TWO —LAYER HEIGHTS FOR MULTI —LAYER ASSEMBLIES. DETAILS FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND FREE—STANDING UP TO 12—FT. HEIGHT. *STUDS EXCEEDING 12—FT. HEIGHT REQUIRE MID —HEIGHT ANCHOR TO EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND SHEET CHASE WALL PARTITIONS REQUIRE VERTICAL CROSS BRACES 4FT. O.C. MAX. LIMITING CRITERIA d—DEFLECTION, f—BENDING STRESS, v—END REACTION SHEAR. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. THIS LIMITING HEIGHTS DATA IS FROM ASTM C754 AND SSMA (STEEL STUD MANUFACTURERS ASSOCIATION ssma.com) Sheet Title IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE TABLES PUBLISHED IN THIS FOLDER REPRESENT CHARACTERISTICS AND/OR STEEL STUDS CURRENTLY AVAILABLE FROM A GROUP OF STEEL STUD MANUFACTURES. CONSULT STUD MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESSES AND LIMITING HEIGHT TABLES TO Pro ect Number 2068.928 J DETERMINE FINAL STUD SELECTION. GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL PRODUCT MATERIAL NOTE: SPECIFICATION IF USG SA923 "DRYWALL/STEEL FRAMED SYSTEM" IS NOT UTILIZED FOR THIS PROJECT. 5 4 3 2 10MITING HEIGHTS A-5.1 Sheet Number LIMHTS SCALE: 3" = 1'-0" CITY DE SANTA ANA Plannin ency 1 � FOR P:.qo bA cF Santa Ana, Ca. 92705 Master I . TENANT Date: DGC UI E 4 AREA SQUARE FOOTAGE 1 EXISTING 640: 3,298 TOTAL SF EXPANDED 640: 4,486 TOTAL S EXISTING 600: 5,480 TOTAL SF 20 19 18 171 16 REDUCED 600: 4,292 TOTAL SF SCHEDULED PULL TO MATCH ADJ. SURFACE LINE OF PTN. BEYOND WHERE OCCURS SCHEDULE FINISH DOOR FRONTS THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR 2" WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY BASE TO MATCH ANY MEIHOO, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER - SPECIFIED BASE MISSION FROM SPACES. ITRE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTTRITE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. d d- \ 1„ N 1 /I\ N I 0 I I � I � I SCHEDULED PULL 00 UNDER CABINET LIGHTING; IF NOTED. LINE OF TOE KICK AT ADJACENT CABINET 15 DETAIL @ LOWER CAB CONER 14. DTL. @ UPPER CAB W/VALANCE 13 DETAIL @ TOE KICK 12 11 DTLLOWRCABCNR SCALE: 1-1 2" = 1'-0" DTLUPPRCABVAL SCALE: 1-1 2" = 1' -0" DTLTOEKCK SCALE: N.T.S. FINISHED CEILING PRESCREEN CORRECTIONS 10.08.25 FACE OF WALL 1 24" MAXIMUM ol SUBMIT TO PROVIDE BACKING AS REQUIRED REFER TO ELEVATION FOR BACK REFER TO ELEVATION FOR BACK — 09.15.25 SPLASH WHERE OCCURS 15" SPLASH WHERE OCCURS REFER TO ELEVATION FOR BACK SPLASH RELEASED TO FINISHED FRONT FACE, FACE FRAME EDGES - 09.03.25 AND EXPOSED SIDES FINISHED COUNTERTOP OVER 3/4" » FINISHED COUNTERTOP OVER 3/4" 3/4" MELAMINE SHELF WITH CHROME SUBSTRATE COUNTERTOP WITH 1-1/2" o SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED EDGE. SEE SPEC. FOR " o ��` 1/4" MELAMINE BACK PANEL SPECIFIED FINISH. - ; TAB PULL, TYP. 0SIM. O LL Li CD J o w o - -- o I ADA DISHWASHER, PER � o z REFRIGERATOR BY X SPECIFICATIONS. VERIFY ALL w LL o TENANT, SPEC. TO CLEARANCES REQUIRED. Ld o BE DETERMINED. zw �w U 1/4 MELAMINE BACK PANEL MICROW PLIANCE SUBSTRATE COUNTERTOP WITH 1-1 2" FAUCET AND UNDERMOUNT SINK, REFER / FINISHED FRONT FACE, FACE FRAME FINISHED EDGE TO SPECIFICATIONS ON A-3. NO. DESCRIPTION DATE EDGES AND EXPOSED SIDES DOUG MOCKETT STYLE DP3B-4 FINISHED COUNTERTOP OVER 3/4" REVISIONS Cn TAB PULLS. TYP. 15 SUBSTRATE COUNTERTOP WITH 1-1/2" 3/4 MELAMINE SHELF WITH CHROME ; ,- FINISHED EDGE. SEE SPEC. FOR COMMERCIAL INTERIORS SHELF PINS IN 5MM HOLES AT 1-1/4 < TYP — SPECIFIED FINISH. O.C. . w 1 DOUG PULLS.MOCKETT STYLE DP36-4 ■ . . , MELAMINE CABINET INTERIOR a,cn — TYP. ■■■ � 0 0 0 PLANNING & DESIGN o - o 0 3/4" MELAMINE SHELF WITH CHROME 8"MIN. 01 Q SHELF PINS IN 5MM HOLES AT 1-1/401 14 TYP• W 0 0 O.C. X 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 —I a INSTANT— FLOW HOT WATER REFER TO FINISHED FRONT FACE, FACE FRAME z 949.724.1499 1 www.spaces—oc.com 00 w POWER AND SIGNAL PLAN SPECIFICATION o EDGES AND EXPOSED SIDES Z � INFORMATION DRAWN PROVIDE CONTINUOUS METAL BACKING I- a o :2 BEHIND DRYWALL X 0 0 r� o mCALIFORNIA COUNCIL FOR- a w N 0 0 1/4 MELAMINE BACK PANEL °' REMOVABLE GUARD PANEL HELD UP BY - m RP/AG o z EUROPEAN HINGES, TYP. (BLUM, MEPLA w \_ o o N HAFELE KEKU SUSPENSION FITTINGS = DATE / I \ OR SOSS) I o o MELAMINE CABINET INTERIOR 6 X. SECURE AS REQUIRED - o Ig / i No EUROPEAN HINGES, TYP. (BLUM, MEPLA 17" MIN. ,' FINISHED FRONT FACE, FACE FRAME 09.02.25 OR SOSS) „ ; DOUG MOCKETT STYLE DP3B-4TL 25 MAX. I EDGES AND EXPOSED SIDES CHECKED � TAB PULLS. TYP. TOE KICK TO MATCH FINISHED FACE TOE KICK TO MATCH FINISHED FACE W R DALL P R K > 3" 3„ PER PLAN 13 o C TI C INT RC OR OR D SIGNER RP PER PLAN PER PLAN UNDER CABINET LIGHTING; IF NOTED. — W ExP s 01 cID#6141 a PRINT DATE MELAMINE CABINET INTERIOR - 801 110 N 0 0 0 v I N 8 O J I 1 v 0■ = 09.10.25 I PROVIDE GRILLE VENTS 1/4" MELAMINE BACK PANEL 10 UPPER CAB SEC. @ FRIDGE 9 SEC. @ DISHWASHER 8 SEC. @ UPPER CABINET 7 SEC. @ BASE CAB W. DRWS 6 SEC. @ SINK UPRCABSECFRIG SCALE: 3/4" - 1'-0" - UPPRCAB SCALE: 1" = 1'-0" BASECABWDRWS SCALE: 1" = 1'-0" ADASINK SCALE: 1" = 1'-0" 8 10 A-6 A-6 CIFILING, LINETYP. REFRIG I SIXTHI I I I =W= -n= — I I FLOOR I a I Mac I MSc I I I I MILLWORK F.F. ELEVATIONS 2' 0" CLR. 3'-0' CLR. 3'-2" CLR. 9'—B"V.I.F. DETAILS Sheet Title 7 9 6 A-6 A-6 A-6 Project Number 2068.928 5 14 2 EXISTING BREAK 651 MILLWORK ELEVATION Sheet Number A-6 0 o o 0 0 0 o 0 o 0 0 0 0 ' 0 0 E� 0 0 ELEVATI 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 Plannin IAV- ncyI Pon J C� G 11 F. No 11 10 9 8 7 6 5 4 3.5 3 2 1.3 1.1 1 I I I I I I I I I I I I I I I I I I SUITE 600 ! I I PROJECT NORTH 1/8"=1'-0" NEI 0 8 16 32 CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO PRICING. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS. CONTRACTOR WILL NOTIFY SPACES IMMEDIATELY AS TO ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND WORKING DRAWINGS. SPACES'S DESIGN AND CONSTRUCTION DRAWINGS HAVE BEEN DESIGNED TO SUBSTANTIALLY CONFORM TO CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY TENANT MODIFICATIONS TO THESE DRAWINGS WILL BE THE TENANT'S LIABILITY. DURING THE TENANT'S OCCUPANCY OF THE SPACE, THE TENANT WILL BE RESPONSIBLE TO PROVIDE REASONABLE ACCOMMODATION TO INDIVIDUAL EMPLOYEES BASED UPON CALIFORNIA TITLE 24 ACCESSIBILITY CODES. ANY DEVIATION BY THE TENANT FROM CALIFORNIA TITLE 24 ACCESSIBILITY CODES WILL BE THE TENANT'S SOLE RESPONSIBILITY AND LIABILITY. NEITHER SPACES/ARCHITECT NOR THE CONTRACTOR WILL BE LIABLE FOR ANY TENANT DEVIATIONS. OCCUPANT LOAD INFORMATION MAXIMUM OCCUPANT LOAD & LOAD FACTOR FOR INDIVIDUAL ROOMS ROOM # S.F. OCC. LOAD FACTOR MAX OCC. LOAD PER ROOM EXISTING RECEPTION 640 241 15 16 EXISTING CONFERENCE 641 250 15 17 EXISTING OFFICE 642 327 150 2 EXISTING OFFICE 643 192 150 1 EXISTING OFFICE 644 190 150 1 EXISTING OFFICE 645 201 150 1 EXISTING OFFICE 646 260 150 2 EXISTING OPEN OFFICE 647 204 150 1 EXISTING OPEN OFFICE 648 315 150 2 EXISTING OPEN OFFICE 649 525 150 4 EXISTING TELCO 650 147 300 1 EXISTING BREAK 651 128 15 9 NEW OPEN OFFICE 652 549 150 4 NEW OFFICE 653 147 150 1 NEW OFFICE 654 150 150 1 NEW OFFICE 655 126 150 1 NEW OFFICE 656 129 150 1 PASS WAY 1 59 N/A N/A TOTAL= 65 OCCUPANT LOAD OF EACH ROOM OR AREA IS BASED ON 2022 C.B.0 SECTION 1004 AND TABLE 1004.5. SEE C.B.C. TABLE 1006.2.1 FOR SPACES WITH ONE MEANS OF EGRESS BASED ON MAXIMUM OCCUPANT LOAD. NOTE: TACTILE EXIT SIGNAGE TO COMPLY, PER 2022 C.B.C. SECTION 1013. SEE A-4 FOR DETAILS. REFER TO A-2 FOR EMERGENCY NIGHT LIGHT AND EXIT SIGN LOCATIONS, PER 2022 C.B.C. SECTIONS 1008 & 1009. (SPRINKLERED BUILDING) MAX. COMMON PATH IS 100 FEET MAX. EXIT PATH IS 300 FEET OCCUPANT LOAD FOR SUITE 640 (FOR B OCCUPANCY 4,486 S.F., REQUIRES TWO (2) EXIT. THREE (3) EXIT IS PROVIDED. EGRESS NOTES: 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY, PER 2022 C.B.C. 1008.3. 2. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: AISLES, CORRIDORS, EXIT ACCESS STAIRWAYS AND RAMPS, PER 2022 C.B.C. 1008.3 & 1008.3.1 THROUGH 1008.3.5. 3. LANDINGS SHALL HAVE A WIDTH NOT LESS THEN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES. WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE—HALF ITS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES, PER 2022 C.B.C. 1010.1.6. 4. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT DISCHARGE SHALL NOT REENTER A BUILDING, PER 2022 C.B.C. 1028.2. 5. APPROVED EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY CALIFORNIA BUILDING CODE 1013.1; AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1013.3 IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN SECTIONS 1013.5 AND NOTE: ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION. EGRESS PLAN LEGEND COMMON PATH - - - EXIT PATH FA TACTILE EXIT SIGN ® 2'x4' LED LIGHT FIXTURE W/ NIGHTLIGHT ILLUMINATED EXIT SIGN FE FIRE EXTINGUISHER FOR P Master _'44. Date: SEE SHEET A-4 FOR DETAILS OANICE v v • Santa Ana, Ca. 92705 TENANT fl AREA SQUARE FOOTAGE EXISTING 640: 3,298 TOTAL SF EXPANDED 640: 4,486 TOTAL EXISTING 600: 5,480 TOTAL SF REDUCED 600: 4,292 TOTAL SF THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY ANY MEMOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PRESCREEN CORRECTIONS 10.08.25 SUBMIT TO 09.15.25 RELEASED TO 09.03.25 NO. DESCRIPTION DATE REVISIONS COMMERCIAL INTERIORS ■ Elmo *A ■■■ "Mral PLANNING & DESIGN 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 949.724.1499 1 www.spaces—oc.com DRAWN o ■CALIFORNIA COUNCIL FOR --I 6 U U O ip.r-G�, o DATE y 09.02.25 G'! = CHECKED A RPti PRINT DATE = 80J 1ION000 vINNOJI1v0■ =109.10.25 SIXTH FLOOR EGRESS PLAN Sheet Title Project Number 2068.928 Sheet Number EG-1 LEED EXISTING BUILDINGS OPERATIONS AND MAINTENANCE LEED EXISTING BUILDINGS OPERATIONS AND MAINTENANCE LEED EXISTING BUILDINGS OPERATIONS AND MAINTENANCE LEED EXISTING BUILDINGS OPERATIONS AND MAINTENANCE MADISON MARQUETTE MADISON MARQUETTE MADISON MARQUETTE MADISON MARQUETTE Plannin ang I ni Aq SUSTAINABLE PURCHASING POLICY -PART 2 SUSTAINABLE PURCHASING POLICY -PART 1 SOLID WASTE MANAGEMENT POLICY -PART 2 SOLID WASTE MANAGEMENT POLICY -PART 1 SUSTAINABLE PURCHASING FOR FACILITY ALTERATIONS AND ADDITIONS I. SCOPE ONGOING CONSUMABLES I. SCOPE l TOWER 1851 PROPERTY MANAGEMENT TEAM ENCOURAGES AT LEAST 50% OF THE TOTAL CONSTRUCTION TOWER 1851 PROPERTY MANAGEMENT TEAM INTEGRATES ENVIRONMENTALLY PREFERABLE PURCHASING OF DURABLE GOODS, MATERIALS FOR FACILITY ALTERATIONS AND ADDITIONS, AND REDUCED MERCURY ITEMS LABELED AS ONGOING CONSUMABLES INCLUDE PAPER, TONER CARTRIDGES, GLASS, CARDBOARD, FOOD WASTE, OR ANY PRODUCT THAT IS REPLACED OFTEN. THE POLICY INCLUDES BEST MANAGEMENT TOWER 1851 PROPERTY MANAGEMENT TEAM IMPLEMENTS THE FOLLOWING SOLID WAS E POLICY WITHIN THE BUILDING PRACTICES AND SITE MANAGEMENT'S CONTROL. THE FOLLO ING POLICY IS 1 MATERIALS BY COST TO BE GREEN PROCUREMENTS. GREEN MATERIALS FOR FACILITY ALTERATIONS AND ADDITIONS MEET ONE OF MORE OF THE FOLLOWING REQUIREMENTS: LAMPS WITHIN THE BUILDING'S PRACTICES AND SITE MANAGEMENT'S CONTROL. THE FOLLOWING POLICY PRINCIPLES FROM MATERIALS AND RECOMMENDED, WHERE FEASIBLE AND COST-EFFECTIVE, FOR TOWER 1851 PROPE RTYNIEUEJNT IAN IS RECOMMENDED, WHERE FEASIBLE AND COST EFFECTIVE, FOR CLIENT OWNED AND/OR MANAGED RESOURCES CREDIT 7: SOLID WASTE MANAGEMENT- ONGOING CONSUMABLES LIKE; S M TEAM OWNED AND/OR MANAGED PROPERTIES. THE POLICY ADDRESSES THE WAfrC' • THE EQUIPMENT (EITHER BATTERY OR CORDED) REPLACES CONVENTIONAL GAS -POWERED PROPERTIES. THE POLICY MEETS THE REQUIREMENTS OF LEED EBOM: MATERIALS AND RESOURCES, MANAGEMENT OF SEVERAL MATERIALS AND RESOURCES CREDITS AS WELL AS MER URY II G EQUIPMENT PREREQUISITE 1 (MRP1): ENVIRONMENTAL PREFERABLE PURCHASING POLICY AND FOLLOWS GUIDELINES 0RE-USE OFFICE SUPPLIES LIKE BINDERS, FOLDERS, DESK ACCESSORIES. LAMPS. THEREFORE THE SOLID WASTE MANAGEMENT POLICY WILL ACT AS A BEST PRACTICES GUIDE SET BY THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S ENVIRONMENTALLY PREFERABLE THAT INCLUDES: • PURCHASES CONTAIN AT LEAST 10% POST -CONSUMER OR 20% POST-INDUSTRIAL MATERIAL PURCHASING (EPP) PROGRAM. (HTTP://WWW.EPA.GOV/EPP/) DISCOURAGE BOTTLED WATER. Santa Ana, Ca. 92705 • MATERIALS AND RESOURCES CREDIT 7: SOLID WASTE MANAGEMENT - ONGOING CO SUMABLES • PURCHASES CONTAIN AT LEAST 70% MATERIAL SALVAGED FROM OFF -SITE OR OUTSIDE THE THIS POLICY ENCOMPASSES THE GOALS, SCOPE, AND PERFORMANCE METRIC FOR THE FOLLOWING: ENCOURAGE REUSABLE SILVERWARE AND DISHWARE. ORGANIZATION MATERIALS AND RESOURCES CREDIT 8: SOLID WASTE MANAGEMENT - DURABLE GO DS 1. MATERIALS AND RESOURCES CREDIT RECYCLE ALL PAPER, CORRUGATED CARDBOARD, PLASTIC, GLASS, METAL, AND BATTERIES. MastetI • PURCHASES CONTAIN AT LEAST 70% MATERIAL SALVAGED FROM ON -SITE, THROUGH AN INTERNAL 1.1. SUSTAINABLE PURCHASING -DURABLE GOODS MATERIALS AND RESOURCES CREDIT 9: SOLID WASTE MANAGEMENT - FACILITY MATERIALS AND EQUIPMENT REUSE PROGRAM • ENSURE MANDATORY RECYCLING OF BATTERIES AND LAMPS. COLLECT THESE MATERIALS ON -SITE ADDITIONS TENANT 2. MATERIALS AND RESOURCES CREDIT AND COLLABORATE WITH A VENDOR FOR PROPER DISPOSAL. ++ ..��I.IBK(�®VASTE • PURCHASES CONTAIN AT LEAST 50% RAPIDLY RENEWABLE MATERIAL 2.1. SUSTAINABLE PURCHASING -FACILITY ALTERATIONS AND ADDITIONS BY ESTABLISHING POLICIES, TOWER 1851 PROPERTY MANAGEMENT TEAM EN Onn • PRINT DOUBLE -SIDED FOR BOTH INTERNAL AND EXTERNAL DOCUMENTS. MINIMIZATION, DECREASES PURCHASING COSTS, BOLSTERS RECYCLING, AND DIVERTS WASTE FROM DGC • PURCHASES CONTAIN AT LEAST 50% FOREST STEWARDSHIP COUNCIL (FSC) CERTIFIED WOOD 3. MATERIALS AND RESOURCES CREDIT INCINERATORS AND LANDFILLS. 3.1. TOXIC MATERIAL SOURCES REDUCTION -REDUCED MERCURY IN LAMPS UTILIZE AN ELECTRONIC SYSTEM FOR INTERNAL DOCUMENTS, FILING, AND MANUALS. A FXPANSION • PURCHASES CONTAIN AT LEAST 50% MATERIAL HARVESTED AND PROCESSED OR EXTRACTED AND II. PERFORMANCE METRIC PROCESSED WITHIN 500 MILES OF THE PROJECT GREEN PURCHASING IS THE PRACTICE OF PREVENTING WASTE AND POLLUTION BY CONSIDERING 0 EMPLOY EMAILS FOR DISTRIBUTING INFORMATION. S T 6 ENVIRONMENTAL IMPACTS, ALONG WITH PRICE, PERFORMANCE, AND OTHER TRADITIONAL SELECTION ANNUAL WASTE STREAM AUDITS AND PROPER DOCUMENTATION ARE RECOMMENDED SO TOWER 851 • ADHESIVES AND SEALANTS HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS FACTORS, WHEN MAKING PURCHASING DECISIONS. TOWER 1851 PROPERTY MANAGEMENT TEAM RECYCLE PORTABLE DRY -CELL BATTERIES OR ADVOCATE THE USE OF RECHARGEABLE BATTERIES. PROPERTY MANAGEMENT TEAM CAN ASSESS THE PROGRAM'S PROGRESS, COMPLICATIONS, AND POSSIBLE OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168, OR SEALANTS USED PROMOTES GREEN PURCHASING OF DURABLE GOODS IN ORDER TO ENCOURAGE HEALTHIER AND MORE AREAS FOR IMPROVEMENT. TOWER 1851 PROPERTY MANAGEMENT TEAM'S PERSONNEL WILL UPDATE AREA SQUARE FOOTAGE AS FILLERS MEET OR EXCEED THE REQUIREMENTS OF THE BAY AREA AIR QUALITY MANAGEMENT ENVIRONMENTALLY SENSITIVE PURCHASES OF PRODUCTS INCLUDING FURNITURE AND ELECTRONICS. THE REGISTER FOR A DO -NOT -MAIL LIST TO DISCOURAGE JUNK MAIL. RECYCLING AND WASTE REDUCTION LOGS REGULARLY. RECORDS WILL BE MAINTAINED ON SUGGESTED EXISTING 640: 3,298 TOTAL SF DISTRICT REGULATION 8, RULE 51. POLICY IS INTENDED TO HELP MAINTAIN AN ENVIRONMENTAL CONSCIOUS PROGRAM COVERING CHANGES INCLUDING PROCEDURAL CHANGES OR TOOLS AND WHY THE CHANGES WERE OR WERE NOT EXPANDED 640: 4,486 TOTAL S PROCUREMENT OF MATERIALS FOR FACILITY RENOVATIONS, DEMOLITIONS, RETROFITS, AND NEW DURABLE GOODS INCLUDED. THIS WILL EVALUATE CURRENT PROCEDURES, CONFIRM ADOPTED PRACTICES, AND ENSURE • PAINTS AND COATINGS HAVE VOC EMISSIONS NOT EXCEEDING THE VOC AND CHEMICAL CONSTRUCTION ADDITIONS. PURCHASING LAMPS WITH REDUCED MERCURY CONTENT IS INTENDED TO PROPER APPLICATION. ADDITIONALLY, TOWER 1851 PROPERTY MANAGEMENT TEAM CAN OUTSOURCE EXISTING 600: 5,480 TOTAL SF COMPONENT LIMITS OF GREEN SEAL'S STANDARD GS-11 REQUIREMENTS. HELP TOWER 1851 PROPERTY MANAGEMENT TEAM ESTABLISH AND MAINTAIN A TOXIC MATERIAL SOURCE DURABLE GOODS INCLUDE ITEMS WITH LONGER USE -SPANS FOR EXAMPLE OFFICE EQUIPMENT LIKE WASTE STREAM ASSESSMENTS TO THE COUNTY OR CITY SANITATION AUTHORITIES TO CONFIRM HAULER REDUCED 600: 4,292 TOTAL SF REDUCTION PROGRAM TO REDUCE THE AMOUNT OF MERCURY BROUGHT ONTO THE BUILDING SITE FAX MACHINES OR COPIES, COMPUTERS, KITCHEN APPLIANCES LIKE REFRIGERATORS OR MICROWAVES, AND WASTE PROCESSING CLAIMS. • NON -CARPET FINISHED FLOORING IS FLOOR -SCORE CERTIFIED AND CONSTITUTES A MINIMUM OF THROUGH PURCHASES OF LAMPS. AUDIOVISUAL EQUIPMENT, AND FURNITURE. BEST MANAGEMENT PRACTICES THAT COMPLY WITH 25% OF THE FINISHED FLOOR AREA. MATERIALS AND RESOURCES CREDIT 8: SOLID WASTE MANAGEMENT- DURABLE GOADS INCLUDE: PERCENTAGE CALCULATIONS WILL BE BASED ON WEIGHT OR VOLUME OF MATERIALS AND DURABLE II. PERFORMANCE METRIC GOODS MAY BE RECORDED BASED ON REPLACEMENT VALUE. • CARPET MEETS THE REQUIREMENTS OF THE CRI GREEN LABEL PLUS CARPET TESTING PROGRAM. EVALUATE ALTERNATIVE DISPOSAL PLANS FOR MATERIALS NORMALLY TARGETED FOR LANDFILL OR ANNUAL EVALUATIONS ARE RECOMMENDED SO TOWER 1851 PROPERTY MANAGEMENT TEAM CAN ASSESS INCINERATION DISPOSAL. • CARPET CUSHION MEETS THE REQUIREMENTS OF THE CRI GREEN LABEL TESTING PROGRAM. THE PROGRAM'S PROGRESS, COMPLICATIONS, AND POSSIBLE AREAS FOR IMPROVEMENT. TOWER 1851 0 RENT OR LEASE LARGE EQUIPMENT OR SUPPLIES WHENEVER POSSIBLE TO REDUCE DISPOSAL III. GOALS PROPERTY MANAGEMENT TEAM'S PERSONNEL WILL UPDATE AN INVENTORY REVIEW EACH PROCEDURE. COSTS. TOWER 1851 PROPERTY MANAGEMENT TEAM PROMOTES A HEALTHY WORK ENVIRONMENT FOR BUILDING • COMPOSITE PANELS AND AGRI-FIBER PRODUCTS CONTAIN NO ADDED UREA -FORMALDEHYDE RECORDS WILL BE MAINTAINED ON SUGGESTED CHANGES, INCLUDING PROCEDURAL CHANGES OR TOOLS, OCCUPANTS, STAFF, AND CONTRACTORS. TOWER 1851 PROPERTY MANAGEMENT TEAM WILL CONDUCT A RESINS. AND WHY THE CHANGES WERE OR WERE NOT INCLUDED. THIS WILL EVALUATE CURRENT PROCEDURES, 0 ESTABLISH E-WASTE AREAS OR DAYS. MAINTAIN DOCUMENTATION OF E-WASTE VOLUME AND THE WASTE STREAM AUDIT TO DETERMINE THE DIFFERENT WASTE STREAMS PERTINENT TO TOWER 1851 CONFIRM ADOPTED PRACTICES, ENSURE PROPER APPLICATION, AND VALIDATE PRODUCTS. RECYCLING FACILITY. PROPERTY MANAGEMENT TEAMS PROPERTY. IN ORDER TO COMPLY WITH THE BEST MANAGEMENT TOXIC MATERIAL SOURCE REDUCTION FOR REDUCED MERCURY IN LAMPS PRACTICES OF THE APPLICABLE MATERIALS AND RESOURCE CREDITS, THIS POLICY RECOMMENDS THE THE PERCENTAGE OF SUSTAINABILITY PURCHASED PRODUCTS WILL BE COMPARED BY COST TO THE • ROUTINELY CHECK ON DISPOSAL RECEPTACLES SPECIFICALLY FOR DURABLE GOODS. FOLLOWING TARGET REDUCTION PERCENTAGES: THIS POLICY INCLUDES THE ESTABLISHMENT AND MAINTENANCE OF A TOXIC MATERIAL SOURCE TOTAL PURCHASES IN EACH CATEGORY. THESE METRICS WILL BE CALCULATED AND REPORTED ON AN REDUCTION PROGRAM TO REDUCE THE AMOUNT OF MERCURY BROUGHT ONTO THE BUILDING SITE ANNUAL BASIS. PROGRESS TOWARDS THIS GOAL WILL BE TRACKED AND SHARED INTERNALLY. 0 SALVAGE OR REUSE ITEMS UNTIL THE END OF THEIR LIFE SPAN OR DONATE THEM TO AN 50% OF ONGOING CONSUMABLES BY WEIGHT OR VOLUME THROUGH THE PURCHASE OF LAMPS. AT LEAST 90% OF ALL LAMPS SHOULD HAVE A MINIMUM ORGANIZATION FOR REUSE. MERCURY CONTENT OF 90 PICO-GRAMS PER LUMEN -HOUR, OR 70 PICO-GRAMS PER LUMEN -HOUR, III. GOALS 75% OF DURABLE GOODS BY WEIGHT, VOLUME, OR REPLACEMENT VALUE IF POSSIBLE. MERCURY -CONTAINING LAMPS THESE DRAWINGS AND/OR THE ACCOMPANING SPECIACAnONS AS INSTRUMENTS IMPLEMENTATION OF THE SUSTAINABLE PURCHASING POLICY IS MEANT TO PRIORITIZE THE PURCHASE 70% OF CONSTRUCTION AND DEMOLITION WASTE BY VOLUME PUBIJCATIONOF SERVICE, SHALL gIXCLUSRESTRICTED IVE PR00 THE ORIGPERTY OF INAL SPACE OR SUITE ACES AND THEIR USE OR THE EPA GUIDING PRINCIPLES FOR OBTAINING PRODUCTS AND SERVICES CONSIDERED TO BE OF PRODUCTS THAT ARE ENVIRONMENTALLY RESPONSIBLE AND SOCIAL ADVANTAGEOUS. TOWER 1851 • REDUCING THE VOLUME OF LAMPS THAT REQUIRE DISPOSAL ON A MONTHLY OR ANNUAL BASIS. WHICH THEY WERE PREPARED. PART IS, REPRODUCTION, ORBY PUBLICATION BY �ION'"ISPACES. AND/OR EXCEPT ENVIRONMENTALLY PREFERABLE ARE: PROPERTY MANAGEMENT TEAM CONSIDERS LIFE -CYCLE -COSTING WHEN PROCURING PRODUCTS, WHICH • 80% OF BATTERIES FROM TITLE TO THESE PLANS CIFICATION�S SHALL ASSESSES THE TOTAL ECONOMIC PERFORMANCE OF A PRODUCT COMBINING THE INITIAL PRICE, . MAKE STAFF AWARE OF LAMP HANDLING AND DISPOSAL PROTOCOLS. REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHAM CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. • INCLUDE ENVIRONMENTAL CONSIDERATIONS AS PART OF THE NORMAL PURCHASING PROCESS OPERATIONAL EXPENSES, MAINTENANCE COSTS, ETC. ADDITIONAL OBJECTIVES WILL INCLUDE RESOURCE WHEN FEASIBLE, ALL OTHER MATERIALS NO SPECIFICALLY INCLUDED ARE RE -USED, RECYCLED, OR USE REDUCTION AND WASTE PREVENTION. TOWER 1851 PROPERTY MANAGEMENT TEAM WILL ENCOURAGE 0 STATE AND FEDERAL REQUIREMENTS FOR MANAGING HAZARDOUS LAMPS PERTAINING TO THE DISPOSED OF IN THE MOST ENVIRONMENTALLY RESPONSIBLE WAY POSSIBLE. • EMPHASIZE POLLUTION PREVENTION AS PART OF THE PURCHASING PROCESS THE PURCHASE OF PRODUCTS CONTAINING RECYCLED MATERIAL, RAPIDLY RENEWING RESOURCES, UNIVERSAL WASTE RULE. LOCALLY HARVESTED, SUSTAINABILITY HARVESTED RESOURCES, AND LOCALLY MANUFACTURED MATERIALS. IV. PROCEDURES AND STRATEGIES • EXAMINE MULTIPLE ENVIRONMENTAL ATTRIBUTES THROUGHOUT THE PRODUCT OR SERVICE'S LIFE THE POLICY PROMOTES THE PROCUREMENT OF LEAST TOXIC PRODUCTS ESPECIALLY LOW MERCURY 0 SELECT A LAMP RECYCLING AGENT THAT WILL PROPERLY MANAGE LAMPS WHILE ALSO MEETING CYCLE CONTENT LAMPS. PRICING AND SERVICE CRITERIA. THE WASTE STREAM MANAGEMENT POLICY ENCOMPASSES SEVERAL WASTE SOURCES. TOWER 1851 PROPERTY MANAGEMENT TEAM ADVOCATES SEVERAL APPROACHES LIKE WASTE STREAM MINIMIZATION, • COMPARE ENVIRONMENTAL IMPACTS WHEN SELECTING PRODUCTS AND SERVICES THIS GREEN PURCHASING PREFERENCE PROGRAMS INCLUDES: 0 MAKE USE OF MANUFACTURER TAKE -BACK PROGRAMS. RECYCLING, AND EDUCATION. • COLLECT ACCURATE AND MEANINGFUL INFORMATION ABOUT THE ENVIRONMENTAL PERFORMANCE PRODUCTS MANUFACTURED FROM RECOVERED MATERIALS (RECYCLED CONTENT PRODUCTS) 0 ESTABLISH AND IMPLEMENT PROTOCOLS FOR THE SAFE HANDLING AND STORAGE OF SPENT EDUCATION OF PRODUCTS AND SERVICES LAMPS. • ENVIRONMENTALLY PREFERABLE PRODUCTS INSTALL VISIBLE, LARGE, AND CLEAR SIGNAGE TO MARK RECYCLING MATERIALS AND AREAS. FOR MORE INFORMATION ON THE EPA ENVIRONMENTALLY PREFERABLE PURCHASING (EPP) PROGRAM 0 TRANSPORT LAMPS TO THE RECYCLING FACILITY. PLEASE VISIT: HTTP:/fWWW.EPA.GOVfEPPf. 0 ENERGY EFFICIENT PRODUCTS PUBLICIZE RECYCLING INFORMATION AND REDUCTION QUANTITIES TO INCREASE OCCUPANT AWARENESS. • TRACK AND MONITOR EMPLOYEE ADHERENCE TO THE PROPER PROTOCOLS. • BIO-BASED PRODUCTS FOR MORE INFORMATION ON THE UNIVERSAL WASTE RULE AND FEDERAL HAZARDOUS MATERIALS, ADDITIONAL INFORMATION CAN BE FOUND AT THE FOLLOWING WEBSITE LOCATIONS: • SET REDUCTION GOALS AFTER EACH ASSESSMENT. • NON -OZONE DEPLETING SUBSTANCES PLEASE VISIT HTTP://WWW.EPA.GOV/EPAWASTE/HAZARD/WASTETYPES/UNIVERSAL. INFORMATION ON IDENTIFY REDUCTION AND SALVAGING OPPORTUNITIES, LICENSED HAULERS AND RECYCLING • ENERGY STAR: WWW.ENERGYSTAR.GOV RECYCLING MERCURY CONTAINING LAMPS CAN BE FOUND AT THE EPA'S MANAGEMENT PROGRAM AT PROCESSORS, AND POTENTIAL MARKETS FOR SALVAGED MATERIALS. • PRIORITY CHEMICALS WWW. HTM GOV/EPAOSWER/HAZWASTE/ID/UNIWAST/LAMPS/INDEX EPA. .. • ELECTRONIC PRODUCT ENVIRONMENTAL ASSESSMENT TOOL (EPEAT-REGISTERED): WWW.EPEAT.NET TOWER 1851 PROPERTY MANAGEMENT TEAM ENCOURAGES A FEW TARGET PURCHASING PERCENTAGES CONDUCT A WASTE STREAM AUDIT TO IDENTIFY THE BUILDINGS WASTE SOURCES AND BE ABLE TO BY COST. FOR DURABLE GOODS INCLUDING ELECTRONICS AND FURNITURE, 40% OF THE TOTAL FACILITY ALTERATION AND ADDITIONS CONSTRUCTION AND DEMOLITION WASTE PRIORITIZE NEED. TABLE 1 IS A SAMPLE WASTE STREAM AUDIT TOOL. • EPA'S EPP DATABASE OF ENVIRONMENTAL INFORMATION ON PRODUCTS AND SERVICES: PURCHASES SHOULD MEET ONE OF MORE OF THE SPECIFIC CRITERIA TO BE LABELED A SUSTAINABLE CONSTRUCTION AND DEMOLITION WASTE FROM FACILITY ALTERATIONS AND ADDITIONS INCLUDE TABLE 1. SAMPLE WASTE STREAM AUDIT TOOL. THE TABLE INCLUDES THE DIVERTED MATERIALS IN EACH DATABASE.HTML WWW.EPA.GOV EPP / / PURCHASE. MATERIALS USED IN FACILITY ALTERATIONS AND ADDITIONS SHOULD BE AT LEAST 50% PERMANENT OR SEMIPERMANENT BUILDING MATERIALS. THIS MAY INCLUDE WALL STUDS INSULATION CATEGORY INCLUDING ONGOING CONSUMABLES, DURABLE GOODS, AND CONSTRUCTION AND DEMOLITION PRESCREEN CORRECTIONS SUSTAINABLE CONSTRUCTION MATERIALS. IN MERCURY CONTAINING LAMPS, 90% OF ALL LAMPS SHOULD WINDOWS, CEILING PANELS, CARPET, PAINTS, ETC. MECHANICAL, ELECTRICAL, PLUMBING, FIXTURES, WASTE. 1 10.08.25 • EPPNET IISTSERV PROVIDES SUBSCRIBERS WITH QUICK ACCESS TO INFORMATION INCLUDING HAVE A MINIMUM MERCURY CONTENT OF 90 PICO-GRAMS PER LUMEN -HOUR OR 70 PICO-GRAMS PER FURNITURE, AND EQUIPMENT ARE EXCLUDED. AVAILABILITY OF PRODUCT SPECIFICATIONS, VENDORS OF PARTICULAR PRODUCTS, PRICING LUMEN -HOUR, IF POSSIBLE. SUBMIT TO - 09.15.25 INFORMATION, AND STRATEGIES TO ACHIEVE PROCUREMENT GOALS: IN COLLABORATION WITH MATERIALS AND RESOURCES CREDIT 9: SOLID WASTE MANAGEMENT - DIVERTED MATERIAL DIVERSION HAULER OR VOLUME OR TOTAL VOLUME UNITS PERCENTAGE RELEASED TO HTTP://WWW.NERC.ORG/EPPNET.HTML IV. PROCEDURES AND STRATEGIES FACILITY ALTERATIONS AND ADDITIONS, THE BEST MANAGEMENT PRINCIPLES ENCOMPASS: METHOD DESTINATION WEIGHT OR WEIGHT DIVERTED - 09.03.25 • FOREST STEWARDSHIP COUNCIL (FSC) CERTIFIED WOOD: WWW.FSC.ORG SUSTAINABLE PURCHASING FOR DURABLE GOODS ENCOURAGE RECYCLING OF ALL BASE BUILDING ELEMENTS. NO. DESCRIPTION DATE CARDBOARD • OFFICE OF THE FEDERAL ENVIRONMENTAL EXECUTIVE, GREEN PURCHASING TOOLS AND TOWER 1851 PROPERTY MANAGEMENT TEAM WILL PURCHASE AND USE DURABLE GOODS THAT ARE BE CONSCIOUS OF WASTING MATERIALS. THIS CAN BE CAUSED BY IMPROPER STORAGE, w FOOD WASTE RESOURCES: HTTP://WWW.OFEE.GOV/GP/GP.HTM FISCALLY RESPONSIBLE, REDUCE RESOURCE CONSUMPTION AND WASTE, PERFORM ADEQUATELY, AND ORDERING ERRORS, MISHANDLING, BREAKAGE, CONTAMINATION, AND POOR PLANNING. REVISIONS m Q GLASS PROMOTE HUMAN HEALTH AND WELL-BEING. TOWER 1851 PROPERTY MANAGEMENT TEAM PURCHASE PAPER • DATABASE OF VENDORS WHO SELL OR DISTRIBUTE CPG-DESIGNATED PRODUCTS WITH RECYCLED ICIPRODUCTS, ENVIRONMENTALAL ANDPROD CTS INCLUDING NEW AND USE UENVIRONMENTALLY CTS THAT HAVE TPREFE ABLE HE LEAST D PRODUCTS, OSREUSABLE INSTITUTE A LOG TO TRACK AND ACCOUNT FOR ALL POTENTIAL WASTE STREAMS. COMMERCIAL INTERIORS z CONTENT HTTP://WWW.EPA.GOV/CPG/DATABASE.HTM o0 PLASTICS CONTAINING RECYCLED CONTENT. TOWER 1851 PROPERTY MANAGEMENT TEAM WILL REQUEST THAT V. RESPONSIBLE PARTY 1vMMA%c%1 SUPPLIERS SPECIFY WHETHER THERE IS AN ALTERNATIVE PRODUCT THAT IS ENVIRONMENTALLY TOTALS • BIO-BASED PRODUCTS PURCHASING PROGRAM (PROPOSED 2003): PREFERABLE, AND/OR HAS RECYCLED CONTENT AND/OR IS RECYCLABLE, AND/OR IS ENERGY STAR TOWER 1851 PROPERTY MANAGEMENT TEAM'S PROPERTY MANAGER IS RESPONSIBLE FOR NNE w COMPUTER HTTP://WWW.BIOBASED.00E.USDA.GOV/PUBLIC/ABOUT US.CFM LABELED THAT COULD BE SUBSTITUTED. THIS PURCHASING POLICY WILL SAVE OPERATING COSTS IMPLEMENTATION OF THE RECYCLING AND WASTE REDUCTION PROGRAM. INDIVIDUALS IDENTIFIED BY PLANNING & DESIGN J m COMPUTER KEYBOARD • FEDERAL ENERGY MANAGEMENT PROGRAM (FEMP) ENERGY EFFICIENT PRODUCT INFORMATION: •TOTAL THROUGH ENERGY REDUCTION. TOWER 1851 PROPERTY MANAGEMENT TEAM ENCOURAGES 40% OF THE TOWER 1851 PROPERTY MANAGEMENT TEAM WILL BE RESPONSIBLE FOR REPORTING THEIR Q � COMPUTER MONITOR PURCHASES BY COST TO BE SUSTAINABLY PURCHASED DURABLE GOODS. CONSUMPTION AND DISPOSAL DATA TO THE COMPANY. BEFORE ONSITE CONTRACTORS, WITHOUT FIXED 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 COPIER HTTP://WWW.EERE.ENERGY.GOV/FEMP/TECHNOLOGIES/EEPRODUCTS.CFM CONTRACTS, ARE ALLOWED IN THE BUILDING, FACILITY MANAGEMENT WILL CONFIRM THAT THEY ARE IN 949.724.1499 1 THIS POLICY COVERS ITEMS WITH A HIGHER COST PER UNIT AND DURABLE GOODS THAT ARE REPLACED AGREEMENT WITH THE ESTABLISHED POLICIES AND PROGRAMS. PROPERTY MANAGER WILL PARTICIPATE www.spaces—oc.com DISHWASHER DRAWN • ' EPA'S PRODUCT STEWARDSHIP SUMMARY OF STATE LEGISLATION AFFECTING BATTERY DISPOSAL INFREQUENTLY AND/OR MAY REQUIRE CAPITAL PROGRAM OUTLAYS TO PURCHASE. THESE ITEMS INCLUDE / IN ESTABLISHING GOALS TO FURTHER REDUCE CONSUMPTION AND INCREASE RECYCLING. M ■CALIFORNIA COUNCIL FOR = AND RECYCLING: HTTP://WWW.EPA.GOV/EPR/PRODUCTS/BSTATE.HTMI BUT ARE NOT LIMITED TO ELECTRIC -POWERED EQUIPMENT LIKE COMPUTERS, FAX MACHINES, z FURNITURE o TOTALS A REFRIGERATORS, EXTERNAL POWER ADAPTERS, TELEVISIONS, ETC. IN ADDITION DURABLE GOOD INCLUDES OPTIONAL - INSERT SPECIFIC EMPLOYEES AND INDIVIDUAL RESPONSIBILITIES RP/AG DATE • NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NFMA) VOLUNTARY INDUSTRY GUIDELINES OFFICE FURNITURE INCLUDING CHAIRS, DESKS, FILING CABINETS, SHELVES, AND SYSTEM FURNITURE. CARDBOARD FOR MAXIMUM MERCURY CONTENT AND RECYCLING INFORMATION: WWW.NEMA.ORG/LAMPRECYCLE/ 0 FACILITY MANAGER: W y 09.02.25 GREEN DURABLE GOODS MEET ONE OR MORE OF THE FOLLOWING SPECIFICATIONS: CONCRETE zo GYPSUM WALLBOARD CHECKED • SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULINGS: WWW.AQMD.GOV MAINTENANCE MANAGER: =aDALLR • ENERGY STAR LABELED o A RP MASONRY • BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATIONS: WWW.BAAQMD.GOV • (ELECTRONIC PRODUCT ENVIRONMENTAL ASSESSMENT TOOL EPEAT-REGISTERED, SEE • IT MANAGER: o= C EXP S01 cID#6141 RUBBLE PRINT DATE STEEL • GREEN SEAL STANDARDS: HTTP://GREENSEAL.ORG WWW.EPEAT.NETL WASTE VENDOR: - 801 IIONROO VINNOJI1VO■ = 09.10.25 WOOD V. RESPONSIBLE PARTY THE EQUIPMENT (EITHER BATTERY OR CORDED) REPLACES CONVENTIONAL GAS -POWERED EQUIPMENT VI. TIME PERIOD TOTALS TOWER 1851 PROPERTY MANAGEMENT TEAM'S PERSONNEL RESPONSIBLE FOR PROCUREMENT OF THE APPLICABLE GOODS AND SERVICES AND INDIVIDUALS PLANNING MEETINGS ARE RESPONSIBLE FOR PURCHASES CONTAIN AT LEAST 10% POST -CONSUMER OR 20% POST-INDUSTRIAL MATERIAL THIS POLICY HAS BEEN DEVELOPED FOR TOWER 1851 PROPERTY MANAGEMENT TEAM. PROPERTY ENSURING SUSTAINABLE PURCHASING. INDIVIDUALS IDENTIFIED BY TOWER 1851 PROPERTY MANAGEMENT MANAGER APPROVED THE POLICY TO BECOME EFFECTIVE ON DATE. UPON APPROVAL, IT WILL BE TEAM WILL BE RESPONSIBLE FOR REPORTING THEIR ENVIRONMENTALLY PREFERABLE PURCHASES TO THE • PURCHASES CONTAIN AT LEAST 70% MATERIAL SALVAGED FROM OFF -SITE OR OUTSIDE THE IMPLEMENTED IMMEDIATELY INTO DAY-TO-DAY OPERATIONS AND REMAIN IN EFFECT BOTH DURING AND COMPANY. BEFORE ONSITE CONTRACTORS, WITHOUT FIXED CONTRACTS, ARE ALLOWED IN THE BUILDING, ORGANIZATION FOLLOWING THE PROJECT'S LEED PERFORMANCE PERIOD. THEREFORE, THIS PROGRAM IS PERTINENT FACILITY MANAGEMENT WILL CONFIRM THAT THEY ARE IN AGREEMENT WITH THE ESTABLISHED POLICIES FROM THE EFFECTIVE DATE UNTIL AN UPDATED VERSION IS COMPLETED AND ADOPTED. AND PROGRAMS. PURCHASES CONTAIN AT LEAST 70% MATERIAL SALVAGED FROM ON -SITE, THROUGH AN INTERNAL MATERIALS AND EQUIPMENT REUSE PROGRAM PROPERTY MANAGER AND CHIEF/ENGINEER WILL PARTICIPATE IN ESTABLISHING GOALS TO INCREASE THE 0 PURCHASES CONTAIN AT LEAST 50% RAPIDLY RENEWABLE MATERIAL NUMBER OF ENVIRONMENTALLY PREFERABLE, RECYCLABLE PRODUCTS OR PRODUCTS THAT ARE MADE OF RECYCLED CONTENT. PURCHASES CONTAIN AT LEAST 50% FOREST STEWARDSHIP COUNCIL (FSC) CERTIFIED WOOD • PURCHASES CONTAIN AT LEAST 50% MATERIAL HARVESTED AND PROCESSED OR EXTRACTED AND PROCESSED WITHIN 500 MILES OF THE PROJECT SIXTH FLOOR LEED STANDARDS SHEET Sheet Title Project Number 2068.928 Sheet Number LD-1 REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR -S OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. Plannin angw?,A NOTES : MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH 2O22 CBC SECTION 11 B-404.2.4 SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11 B-404.2.4.1 �- FOR FRONT APPROACH: THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING (PULL SIDE) OF AT NA A. MINIMUM 30" X 48" CLEAR SPACE IS PROVIDED IN FRONT OF SINK THAT PAIRS OF 16 GA. LEAST 60 INCHES, THE LEVEL AREA SHALL HAVE A LENGTH OPPOSITE THE DIRECTION OF DOOR SWING (PUSH SIDE) OF L 2-1/2 X 2-1/2 X 1 /4 AT ALLOWS FORWARD APPROACH. (2022 C.B.C. 11 B-305) STRUCTURAL STEEL 48 INCHES (AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION). EACH SIDE OF EACH LAVATORY B. REQUIRED CLEAR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE STUDS AT 16" O.C. FOR SIDE APPROACH: THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING (PUSH SIDE) SHALL BE A MINIMUM OF 44 THREE 1/2" DIA. BOLTS AND EXTENDS 19" MAX. UNDER LAVATORY. (2022 C.B.C. 11 B-305.6 & 11 B-306) AT BACKING PLATES 1 INCHES WHERE: APPROACH TO THE DOOR BY A PERSON IN A WHEELCHAIR CAN BE MADE FROM THE LATCH SIDE AND FOR WOMEN'S RESTROOM FOR MEN'S RESTROOM FOR UNISEX RESTROOM DOOR DOES NOT HAVE A CLOSER, OR IF APPROACH CAN BE MADE FROM THE HINGE SIDE AND THE DOOR DOES NOT C. KNEE CLEARANCE UNDER SINK IS A MINIMUM OF 30" WIDE. A 27" MIN. ° HAVE BOTH A LATCH AND A CLOSER. I I a VERTICAL CLEARANCE MUST BE PROVIDED FROM THE FINISH FLOOR TO 5/8" GYP. BOARD 1 1 FOR FRONT APPROACH: THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS (PULL SIDE) SHALL ° I BOTTOM OF SINK, WITH A 29" MAXIMUM VERTICAL CLEARANCE TO BOTTOM OR P EXTEND: 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS, AND 18 INCHES PAST THE STRIKE TYPICAL RESTROOM DOOR SIGNAGE OF APRON/COUNTER. (2022 C.B.C. SEC. 11 B-306.3) EDGE FOR INTERIOR DOORS. THE WIDTH OF THE LEVEL AREA OPPOSITE THE DIRECTION OF DOOR SWING (PUSH SIDE) - - - - - - - - pI 3/16 X 9 SHALL EXTEND 12 INCHES PAST THE STRIKE EDGE OF THE DOOR IF BOTH A LATCH AND CLOSER ARE PROVIDED (IF F__:� D. FAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, NOT, THERE IS NO MINIMUM CLEARANCE EXTENSION AT STRIKE SIDE). SEE 2022 C.B.C. TABLE 11B-404.2.4.1 & FIGURE PINCHING, OR TWISTING OF THE WRIST. 5 LBS. MAXIMUM FORCE REQUIRED TO Santa Ana, Ca.• 92705 11 B-404.2.1 ° I ACTIVATE CONTROLS. (2022 C.B.C. SEC. 11 B-309.4) DOOR -MOUNTED PL 1 /4" WELD TO I _ SIGNAGE APPROPRIATE END OF ANGLE 9E. MIRRORS ABOVE SINKS SHALL BE MOUNTED SO BOTTOM EDGE OF THE 2% MAX. SLOPE IN TO ROOM USE REFLECTING SURFACE IS 40" MAX. ABOVE FINISHED FLOOR. °°° ° ° MANY DIRECTION (2022 C.B.C. SEC. 11B-603.3) M aster 1 1 24"1 1 NOTE: ON DOORWAYS LEADING TO SANITARY FACILITIES 16 GA. STEEL STUDS F. FAUCETS ARE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF 1% TENANT z i MINI CLR. AT EXTERIOR DOORS THE SYMBOLS TO BE PROVIDED ARE 12" CLOSING VALVES, MIN. 10 SECOND OPEN FLOW. (2022 C.B.C. SEC.11 B-606.4) TILE WHERE Date. 18" I PULL SIDE = I I EQUILATERAL TRIANGLE FOR MEN, OR 12" `� G. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE OCCURS DGC C) MIN. I CLR. AT INTERIOR DOORS DIAMETER CIRCLE FOR WOMEN, 1/4" THICK o X INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. I m CENTERED ON DOOR 60 ABOVE FLOOR, � o NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES STAINLESS STE7(,-A CONTRASTING COLOR WITH DOOR. (2022 C.B.C, o wN PLAN SECTION AND SINKS. (2022 C.B.C. SEC.11B-606.5) BAR WHERE OCCURS SECTION 118-703.7.2.6) � z c� A SUITE�F I I w z v H. LAVATORIES ADJACENT TO SIDE WALL SHALL HAVE 18" MIN. FROM WALL TO �-PROVIDETHIS ADDITIONAL ALSO SEE 2022 C.B.C. SECTION 11 B-203 FOR � CENTER OF LAV. (2022 C.B.C. SEC.11 B-606.6) AREA SQUARE FOOTAGE PUSH SIDE I I SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A ADDITIONAL SIGNAGE REQUIREMENTS REGARDING: � o "' Lu I I I RAISED CHARACTERS, BRAILLE, INSTALLATION I. SINK IS A MAXIMUM OF 6 1 /2" DEEP. (2022 C.B.C. SEC.11 B-606.7) SECTION 00 I I »I CLOSER HEIGHT AND LOCATION, VISUAL CHARACTERS, EXISTING 640: 3,298 TOTAL SF I 112 i PICTOGRAMS, AND SYMBOLS OF ACCESSIBILITY). EXPANDED 640: 4,486 TOTAL S EXISTING 600: 5,480 TOTAL SF 24" GRAB BARS SHALL COMPLY WITH 2O22 C.B.C. SECTION 1607A.8.2 FOR LIVE LOAD REQUIREMENTS ------------ - - - . - GRAB BARS SHALL ALSO COMPLY WITH 2O22 C.B.C. SECTION 11 B-609, REDUCED 600: 4,292 TOTAL SF 2 CLEAR SPACE AT DOORS TOILET ROOM SIGNAGE ADA11 SCALE: 1 4" = 1'-0' RR6 SCALE: NTS RECESSED FOUNTAINS: PICTOGRAMS AND SYMBOLS SHALL CONTRAST WITH THE BACKGROUND. INTERNATIONAL HI -LOW ALCOVE DRINING FOUNTAINS ARE TO COMPLY PER C.B.0 2022 CHAPTER 11, 11B-211.1 & 1. WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM SYMBOLS OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE THEY SHALL BE HANDICAP ACCESSIBLE, AND PROVIDE STRUCTURAL 11B-602.7. 18" DEEP WHEN DOUBLE DRINKING FOUNTAINS BACKGROUND (2022 C.B.C. SECTIONS 11 B-703.6 & 11 B-703.7) STRENGTH TO SUPPORT A 250 LB. POINT LOAD. ARE REQUIRED AND 32" MINIMUM CLR WHEN MIRROR WITH STAINLESS A SINGLE FOUNTAIN IS PERMITTED. STEEL FRAME A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND PI 3/16 X 9 RECOMMENDATIONS AND COORDINATING PLASTIC LAMINATE I N WITH ARCHITECT MEN �� AT COUNTER TOP & SPLASH � 2. SEE TYPICAL ACCESSIBILITY NOTE SHEETSV SEE FINISH SCHEDULE "R" AND 'U" HANDICAPPED ACCESSIBLE PROJECTED FOUNTAINS: MEN WOMEN UNISEXJ RESTROOMS RESTROFIRST OM O I I 17`19" 1. WARNING FOR THE VISUALLY IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE _J 1/2" DIA. 8 I + + + + _ r� PROVIDED BE EITHER OF THE FOLLOWING MEANS: TYPICAL RESTROOM WALL SIGNAGE $° _ .: o OR A. THE SURFACE TA THE GROUND AT THE DRINKING FOUNTAIN CAN BE OF RESTROOM SIGNS TO COMPLY WITH -' _ - " I ^ n THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, THE IXCLUSNE PROPERTY OF SPACES THOR USE 0 CONTRASTING COLOR WITH A TEXTURE I 2022 C.B.C. SECTIONS 11 B-203, 11 B-216, a + + + + ARE AND AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR z S THAT CONTRASTS IN RESILIENCY WITH I I( � 2.0 THE ADJACENT FINISHED FLOOR WALL -MOUNTED SIGNAGE IF AS REQUIRED. WHERE / & 11 B-703.7.2.E I WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY T I� �, �v MATERIAL SO THAT IT CAN BE SENSED BOTH VISUAL AND TACTILE CHARACTERS ARE c + I 1 ? ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED IXCEPT BY WRtffEN PER- MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL BY A CAN WITH THE TEXTURE I ~~ EXTENDING FROM THE WALL TO ONE REQUIRED EITHER ONE SIGN WITH BOTH VISUAL AND x Q LL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I � � FLOOR BEYOND THE FRONT EDGE OF TACTILE CHARACTERS, OR TWO SEPARATE SIGNS ONE o I � � o THE DRINKING FOUNTAIN AND ONE FOOT :` BEYOND EACH SIDE OF THE DRINKING WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, M LAVATORY N I M CONCEALED I S r FOUNTAIN. B. INSTALL WING WALLS ON EACH SIDE OF SHALL BE PROVIDED. (2022 C.B.C. SECTION 11 B-703.1) 3 4 PLYWOOD I / » N T MOUNTING PLATE ° 00 THE DRINKING FOUNTAIN TO PROJECT I + OUT FROM THE WALL AT LEAST AS FAR jG� o OUT AS THE DRINKING FOUNTAIN AND TO WITH IN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE MUST BE 32" BRAILLE SHALL BE IN A HORIZONTAL FORMAT WITH BRAILLE PLACED 3/8„ MIN. AND 1/2„ MAX 6 I �, 11" MAX.TEK KNEE CLR. TOE CLR. 3-#14 SCREWS DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH MIN. AX CLEAR BETWEEN THE WIND WALLS, OR OTHERWISE POSITIONED SO AS NOT TO LEFT OR CENTERED. (2022 C.B.C. SECTION" L 2-1/2 X 2-1/2 X 1 /4 AT EACH SIDE OF EACH LAVATORY 19"-24" ENCROACH INTO PEDESTRIAN WAY, 11 B-703.3.2) THREE 1/2"DIA. BOLTS � NOTE: ILLUSTRATIONS SHOWN HERE ARE FOR DIMESIONAL � UPPER-CASE SANS SERIF J o ACCESSIBILTY PURPOSES ONLY. A SECOND DRINKING CHARACTERS IN HORIZONTAL x N Z m PLAN SECTION FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT SUITABLE TO PERSONS WITH LIMITED Q FORMAT WITH LETTERING RAISE., GENDER NOTE: PHYSICAL BENDING ABILITY, ADJACENT TO THE THE THE WATER STREAM FROM ACCESSIBLE FOUNTAAN, MAINTAINING MIININIMUM o W 1 /32 .(2022 C.B.C. SECTION C:) ,,, � z SECTION �AVAT O R Y CLEARANCES THE BUBBLER SHALL BE CLEARANCES NOTED AND AS REQUIRED. PROVIDE SUBSTANTIALLY PARALLEL TEXTURED AREA OF CONTRASTING COLOR TO 11 B-703.2) Ld w IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. m TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE CORRESPONDING GRADE II TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THEN THAT OF THE ADJACENT FLOOR BRAILLE (2022 C.B.C. SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SECTION 11 B-703.3) SHEET FOR ADDITIONAL REQUIREMENTS. 15 ACCESSIBLE DRINKING FOUNTAIN 14 RESTROOM WALL HC SIGNAGE 13 LAVATORY REINFORCEMENT 12 SINKS 11 2'RAB BAR BACKING - _ - RESTWALLSIGN SCALE: N.T.S. DEF ADA DETAILS LAV.RE. SCALE: 1-1/2" = 1'-0' SINK SCALE: N.T.S. CK SCALE: 1-1/2" = 1'-0" NOTES: GRAB BARS: 36" MIN WIDE GRAB BAR, TO EXTEND 24" MIN. (FROM CENTERLINE OF TOILET) ON TRANSFER GRAB BARS SHALL COMPLY WITH 2O22 C.B.C. SECTION 1607A.8.2 FOR LIVE LOAD REQUIREMENTS. /WIDE SIDE OF TOILET, AND 12" MIN. ON OTHER SIDE. GRAB BARS TO BE INSTALLED AT 33" MIN, GRAB BARS SHALL ALSO COMPLY WITH 2O22 C.B.C. 1 B-609, THEY SHALL BE HANDICAP ACCESSIBLE, A. MINIMUM 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD 36 MAXIMUM AND PROVIDE STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD. OR PARALLEL APPROACH TO ACCESSORIES. (2022 C.B.C. 11B-305) A.F.F. TO TOP 60 MIN. PRESCREEN CORRECTIONS 10.08.25 B. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. ACCESSIBLE WATER CLOSETS: OF GRIPPING 17-18" WATER CLOSETS REQUIRED TO BE 1 C.B.C.ACCESSIBLE (2022 .B116-305.6) SURFACE. 42" MIN. ACCESSIBLE SHALL COMPLY WITH EMST03 ACCESSHLE SUBMIT TO 09.15.25 NOTES: C. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE MOUNTED WITH THE 6 THIS SUBSECTION: FLUSH ACTIVATOR - 1. ONE GRAB BAR SHALL BE LOCATED AT THE SIDE WALL CLOSEST TO WATER CLOSET. BAR TO BE 42" BOTTOM EDGE 40" MAX ABOVE THE FINISH FLOOR. (2022 C.B.C. 11B-603.3) 1. THE CENTERLINE OF THE ON WIDE SIDE ACCESSIBLE WATER CLOSET SHALL MENS RESTROOM RELEASED TO - 09.03.25 D. ACCESSORIES: AT LEAST ONE OF EACH TYPE OF FIXTURE OR ACCESSORY (I.E. SOAP DISPENSERS, LONG MIN. AND EXTEND 24" IN FRONT OF WATER CLOSET; ANOTHER GRAB BAR TO BE LOCATED AT TOWELS, TOILET SEAT COVERS, AUTO -DRYERS, SANITARY NAPKIN DISPENSERS, WASTE BE 17 INCHES MINIMUM AND 18 REAR OF WATER CLOSET, AND TO BE 36" LONG MIN.; BOTH MOUNTED WITH THE TOP OF THE RECEPTACLES, ETC.) ARE TO BE LOCATED ON AN ACCESSIBLE ROUTE AND HAVE OPERABLE PARTS Q INCHES MAXIMUM FROM THE SIDE 32" MIN. NO. DESCRIPTION DATE (INCLUDING COIN SLOTS) THAT ARE LOCATED A MAXIMUM OF 40" ABOVE FLOOR. (2022 C.B.C. WALL OR PARTITION. GRIPPING SURFACE AT 33' MIN/36' MAX ABOVE FLOOR. 11B-603.5) EXCEPTION: THE CENTERLINE OF (2022 C.B.C. SECTIONS 11 B-604.5 & 11 B-609.4) E. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND ACCESSIBLE WATER CLOSETS REVISIONS 2. GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL BE 1 1 /4" TO 2" IN DIAMETER (2022 C.B.C. AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE CONTROLS IS 5 LBS MAXIMUM. Z LOCATED IN AMBULATORY --ffq7 I I COMMERCIAL INTERIORS (2022 C.B.C. SECTION 116-309) ACCESSIBLE COMPARTMENTS �� �� j 30 X60 ova 11B-609.2.1 WITH 1 1 2 CLEARANCE TO WALL 2022 C.B.C. 11B-609.3 ) /�� ( ) z Q - SHALL BE 17 INCHES MINIMUM G. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 2022 m AND 19 INCHES MAXIMUM FROM CLR. . . I 3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS. POINT LOAD IN C.B.C. SECTION 11B-308. SHELVES TO BE LOCATED 40" MIN/48" MAX. ABOVE FINISHED FLOOR. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS A USABLE SHELF NO HIGHER . m THE SIDE WALL OR PARTITION. Z_ cV Q � C.B.C. SECTION I I I I ■ ® BENDING, SHEAR TENSION. (2022 C.B.C. SECTIONS 11 B-609.8 & 1607A.8.2) (2022 I • THAN 44" ABOVE FINISHED FLOOR. (2022 C.B.C. 11 B-603.4) N 11 B-604.2) I I 16_=�i PLANNING & DESIGN co 4. GRAB BARS AND ANY WALL OR OTHER SURFACE ADJACENT TO GRAB BAR SHALL BE FREE OF SHAR O L-- -_- ---J ABRASIVE ELEMENTS. (2022 C.B.C. SECTION 11 B-609.5) `° - r, r, DISABLED ACCESSIBLE COMPARTMENT DOOR: 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 TOWELS SANITARY Z - - - - - - 1. EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE _ i - 949.724.1499 I www.spaces-oc.com 1-1 /2" & WASTE WASTE TOWELS DRYER NAPKINS CUPS � ADJUSTED SO THAT FROM AN OPEN POSITION OF � / \ 1.n DRAWN 1 1 /4" TO 2" DIA. 90 DEGREES, THE TIME REQUIRED TO MOVE THE / \ oo o ■C A L I F o R N I A COUNCIL FOR GRAB BAR DOOR TO A POSITION OF 12 DEGREES FROM THE _ 0 / i' o -a - - I LATCH IS 5 SECONDS MINIMUM. _ (2022 C.B.C. 11 B-404.2.8) ? _ I 2. A DOOR PULL COMPLYING WITH 2O22 C.B.C. - / \ -` i' °O o / \ d co a - m o RP/AG DATE 000 "� - -- - - -- SECTION 11 B-404.2.7 SHALL BE PLACED ON BO » H 60 CLR. ' N 09.02.255 0 r7 SIDES OF THE DOOR NEAR THE LATCH. o _ = CHECKED ip THE LATCH SHALL BE OPERABLE WITH ONE HAND / - ' - = co o Q & NOT REQUIRE TIGHT GRASPING OR TWISTING. 18" 42$$ \ /_ _ I o TI ALL P R K C TI TNT OR D SIGNER RP z Li (2022 C.B.C. 11 B-309.4) - 'rj " "� 0 "X 48 � 36 X48 I I / o _ C ERCI _ PRINT DATE WALL/ DISPENSER LL 3. OPERABLE PARTS OF ALL DOOR HARDWARE SHAL z c.l m I I \ EXPI S 01 ug#6141 � V) o SEE 2022 C.B.0 SECTIONS 11B-404. 11B-604, BE 34 MIN. AND 44 MAX A.F.F. (2022 C.B.C. i CLR. CLR. 0 09.10.25 11 B-309, & 11 B-609 FOR OTHER DOOR & 11 B-404.2.7) N I I 8 o T I l a N 0 0 V I N a o T I I V a■ _ TOILET COMPARTMENT REQUIREMENTS. Ln 28>, 0 ,2' 24" N i i L - JN N� � � o 0 10 GRAB BAR DETAIL g TOILET ROOM ACCESSORIES g ACCESSIBLE STALL GRABBARDET SCALE. N.T.S. TRACCESS SCALE. NTS ADA5 SCALE: N.T.S. URINALS SHALL COMPLY WITH CHAPTER 11 B OF THE 2022 C.B.0 NOTES: SEE 2022 C.B.0 SECTIONS 11B-604, 11B-309, & 11B-609 FOR OTHER REQ. THRESHOLDS SHALL COMPLY WITH THE MEANS OF EGRESS AND ACCESSIBILITY REQUIREMENTS OF THE INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING 1. HEIGHT OF WATER CLOSET SEAT SHALL BE 17" TO 19" ABOVE FLOOR. (2022 C.B.C. 2022 CALIFORNIA BUILDING CODE. A. MANEUVERING CLEARANCE: PROVIDE REQUIRED CLEAR FLOOR OR GROUND SPACE IN FRONT OF AT LEAST ONE SECTION 11 B-604.4) MEANS OF EGRESS �I URINAL. MINIMUM CLEAR ACCESS SHALL BE 30" WIDE X 48" DEEP UNLESS REQUIRED OTHERWISE* (2022 C.B.C. 11B-305) 2. FLUSH VALVE SHALL BE LOCATED ON WIDE SPACE SIDE OF TOILET (EXCEPT TANK TYPE), NO MORE THAN 44" ABOVE FINISHED FLOOR. (2022 C.B.C. SECTION 11B-604.6) THE 1010.1.5 FLOOR ELEVATION: THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL10 1 24" VALVE BE QE Q Q FORCE REQUIRED TO ACTIVATE THE FLUSH SHALL BE 5 LBS. MAX. (2022 C.B.C. B. APPROACH: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN 11 .4) 1010.1.7LTHRESHOLDS: THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2 INCH IN HEIGHT J INCH I ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. (2022 C.B.C. 11B-305.6) MAX ONLY AT SLIDING DOORS SERVING DWELLING UNITS). RAISED THRESHOLDS AND FLOOR LEVEL 30"X48" C. 17" MAX. RIM HEIGHT ABOVE FLOOR, WITH 13-1/2" MINIMUM PROJECTION FROM WALL. (2022 C.B.C. 3. TOILET PAPER DISPENSER ALLOWS CONTINUOUS PAPER FLOW AND DOES NOT CONTROL DELIVERY. (2022 C.B.C. SECTION 11 B-604.7) CHANGES GREATER THAN J INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN "' N _ i � '� L J 11 B-605.2) 50%. -CLR_ N 54 MIN. 18 42 D. 44" MAX. HEIGHT OF FLUSH VALVE ABOVE FLOOR. (2022 C.B.C. 11B-605.4) 01 10 ACCESSIBILITY IN PUBLIC BUILDINGS (CHANGES IN LEVEL FOR FLOOR SURFACES): 12" 42" MIN. SAN. NAP. 11 B-303.2 VERTICAL: CHANGES IN LEVEL UP TO INCH MAY BE VERTICAL AND WITHOUT EDGE E. 5 LBS. MAX. FORCE TO OPERATE FLUSH VALVE. (2022 C.B.C. 11B-309.4) MAX. TREATMENT. _ 60 CLR. / 118-303.3 BEVELED: CHANGES IN LEVEL BETWEEN J INCH MINIMUM AND J INCH MAXIMUM SHALL BE \ \ �0_ o� / F. URINAL PARTITIONS TO BE PROVIDED AS REQUIRED. (2022 C.B.C. 1210.3.2) BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (SIM. TO SECTION 1008.1.7) i� N COMBINATION/DISPENSER G. FLOOR SURFACES ARE SMOOTH, HARD, AND NONABSORBENT, AND EXPAND UPWARD A MIN. OF 4" ONTO GRAB BAR UNIT 11 B-303.4 RAMPS: CHANGES IN LEVEL GREATER THAN INCH SHALL BE RAMPED, AND SHALL COMPLY 0 I �a �o WALLS. (2022 C.B.C. SECTION 1210.2.1). FLOOR SURFACES AND CHANGES IN LEVEL TO ALSO COMPLY WITH 4. SANITARY NAPKIN DISPOSAL WITH SECTION 11 B-405 OR 11 B-406 o I 'I 2022 C.B.C. SECTION 11B-302 & 303. UNIT. (2022 C.B.C. SECTION 1/2" MAX. COMPRESSED DOOR 1/4" AT 1:2 SLOPE n / C, / H. WALLS WITHIN 24" OF FRONT AND SIDES OF URINAL ARE SMOOTH, HARD AND NONABSORBENT TO 48" HEIGHT, Q 11 B-604.7) m CARPET 1 /4" FINISH FLOOR EVEN 2 \ \ / / SIXTH AND ARE NOT ADVERSELY AFFECTED BY MOISTURE. (2022 C.B.C. SECTION 1210.2.2) z x MAX. BELOW a1 \ / _Lu THRESHOLD FLOOR TYPICAL _ _ _4 REQUIRED x < STONE THRESHOLD METAL THRESHOLD wm SEE 2022 C.B.C. FIGURE 11 B-303.2 2022 C.B.C. FIGURE 11 B-303.3 SPACE I + I _ EXISTING ACC. 30" MIN.* CD - z CD I- 2022 C.B.0 SECTION 11 B-302.2: 13-1/2" __00 w CARPET OR CARPET TILE SHALL HAVE A RESTROOM 7" I LEVEL LOOP, TEXTURED LOOP. LEVEL CUT 1 /2" MAX. PILE DOORMAT MUST BE EXISPNIG ACCESSBLE MIN. I I °� i� = PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE THICKNESS SECURELY DETAILS 0 HEIGHT SHALL BE 1/2" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO ANCHORED WOMENS RESTROOM Sheet Title L - -01 7" MIN , FLOOR SURFACES AND HAVE TRIM ALONG ROR ECESSED THE ENTIRE LENGTH OF THE EXPOSED EDGE. X 9" MAX. CARPET EDGE TRIM SHALL COMPLY WITH INTO DOOR Q SECTION 11 B-303 (CHANGES IN LEVEL, SEE LANDING Project Number2068.926 24" MIN. NOTES ABOVE). 5 URINALS 4 TYP. ACCESSIBLE DIMENSIONS 3 DOOR THRESHOLDS 2 EXISTING RESTROOM DIMENSION PLANS sheet Number RR-1 URINAL SCALE. N.T.S. SCALE: N.T.S. ADA23 SCALE. 3 = 1 -0 „ _ AS -BUILT RESTROOMS SCALE. 3 E - 1 -0 Plannin anfffl WlEffib a ency EXISTING FREESTANDING SIGN I NO CURRENT ACCESSIBLE PARKIING ON 5TH FLOOR OR LOWER LEVEL 2 FOR ACCESSIBLE ROUTE OF TRAVEL WITH INTERNATIONAL I FOR SCHEMATIC REFERENCE ONLY, DO NOT SCALE DRAWINGS. SYMBOL OF ACCESSIBILITY I - PER SECTION 3106A (c) OF I l TITLE 24 I �--------------------------------------——— —--� 1 2 EXISTING ACCESSIBLE PARKING AT LOWER LEVEL #1'p, N 00 10' 21 " W 822.63' I bA __ _ ____ _______________________ I FORPCE 9'-01, 0" ELEVATOR STAIRS 9'-0» I • EXISTING FREESTANDING SIGN I I 2 MI N. ELEVATOR MIN 2 I — — — — — — — — — — — — — Santa Ana, Ca. 92705 FOR ACCESSIBLE ROUTE OF I 1 — — 1 TRAVEL WITH INTERNATIONAL 1 SYMBOL OF ACCESSIBILITY PER SECTION 3106A (C) OF ' I Ilk. REG LAR o ; o RE ULAR Master TITLE 24 I I PAR I N G °° •----------- t 1 --- --- -- J PARKING +' TENANT I W STA LS °�°°° ° D l e• r STALLS DGC CAB RLLO PAR K D R ° °°°°° '' ' W 1 ® 36" ❑ ' PuacNc No PAR TYP. °o ov000e PMN1Nc 'ooeoe M TYP. PARIWG 1 °°eovoeo oeov000 o°oeo°oeo°oe000..2- eoe � o e°e000e EXISTING 3 6" W I D E ° ° ° NOPXPANRIMI PARKING" TRUNCATED OF ACCESS AREASHOWN DOMES AT ERE. ATEND' UI E 64 O PUBLIC U I AISLES, TYP. 1NVI FIRE I I ' 48" ' HYDRANT PATH OF TRAVEL FROM MI AREA SQUARE FOOTAGE ACCESSIBLE STALLS EXISTING 640: 3,298 TOTAL SF U� 1 5' — 0" WIDE ACCESS EXPANDED 640: 4,486 TOTAL S 1 AISLES AND 48" MIN. 1 EXISTING 600: 5,480 TOTAL SF WIDE STRIPED WALKWAY, t I REDUCED 600: 4,292 TOTAL SF i I LL TYP . — — 0 dON °N'_ ® NOTE: IF A WALK CROSSES 1 ® ® OR ADJOINS A VEHICULAR WAY, AND 1 , 1 1 1 THE WALKING SURFACES ARE NOT j I s'-o" s'—o" 1 s'—o" 9'—o" 1 SEPARATED BY CURBS, RAILINGS OR 1 I OTHER ELEMENTS BETWEEN THE 1 OFFSITE PATH OF TRAVEL I PEDESTRIAN AREAS AND VEHICULAR AT SIDEWALK. i RE ULAR P RKING STALLS__ I I 1 1 SHALL DEFINED BY 1 AREAS //////////� �� '-0" CONTINUOUS DETECTABLE WARNING (PRIVATE) /I/ 1 r / /— — — — — — WHICH IS 36" WIDE, COMPLYING WITH FIRE HYDRANT��� ���I ����� / ON 2022 C.B.C. SECTION 11 B-705. / I �j / 0, I� Typ ST-3 ogrKrw g. EXISTING ACCESSIBLE STALLS HAVE ALL EXISTING FREESTANDING SIGN VAR W/ REQ. ELEMENTS & DIMENSIONS AT ALL FOR ACCESSIBLE ROUTE OF 00 rlol Fro or ACCESSIBLE PARKING STALLS PER 2022 C.B.0 NEW ACCESSIBLE STALLS PER 2022 TRAVEL WITH INTERNATIONAL - ----� ■ .C. SECTION ■-502. SEE SHEET/ OF ACCESSIBILITY ST-3 FOR DETAILS. ■•SYMBOL Poo TITLE 24. SEE NOTE #3///%i %/////. %/////. %/////. %/////. K6,%//./ %////I %////I 1 j F%/BELOW RIGHT. SAO.! PA7N H OF TRAVEL TO ! a o o aN®noiwLl�ia BUILDING ENTRANCE PATH F TRAVEL FROM PLAZA (LEVEL ACCESSIBLE FIRST FLOOR/PLAZA LEVEL STALLS( TO BUILDING. VEHICULAR —�►�— — --�— r — — — — — — — ' ENTRANCE TO I I Its 4'N _ ARKING RUCTURE t i 4* 0 !J :.:... 3 N I ' CURRENT ACCESSIBLE STALL COUNT (MAY 2014): o 1 I I 4 REGULAR ACCESSIBLE STALLS ON 2ND FLOOR, :::::: 4 REGULAR ACCESSIBLE STALLS ON 3RD FLOOR, - - - - T -SEE DETAIL I OF 4 REGULAR ACCESSIBLE STALLS ON 4TH FLOOR 1 4 ACCESSIBLE STALLS (3 VAN AND 1 REGULAR) ON 1ST FLOOR/PLAZA LEVEL (SEE ST-1) I I THIS AREA F 6 REGULAR ACCESSIBLE STALLS ON LOWER LEVEL #1 (SEE ABOVE) PLAZA LEV L = 22 TOTAL STALLS PATH OF TRAVEL FROM ELEVATORS OF PARKING ♦ I IT ACCESSIBLE STRUCTURE TO BUILDING. SEE DETAILS ♦ I 2022 C.B.C. SECTION 11 B-502.7.1 PARKING SPACES ARRANGEMENT: THIS SHEET FOR PATH OF TRAVEL FROM I :: I PARKING 0 PARKING STALLS TO ELEVATORS. ♦ I PARKING SPACES AND ACCESS AISLE MUST BE SHALL BE DESIGNED SO THAT PERSONS ♦ I SHEET ST-2, USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO ♦ I : I PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. I :: ♦ PATH OF TRAVEL FROM I 2022 C.B.C. SECTION 1 1 B-502.7.2 WHEEL STOPS: PLAZA LEVEL ACCESSIBLE ::: I I A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT ♦♦ STALLS TO BUILDING. I w I OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. PARKING STRUCTURE ♦ I 7 LEVEL ♦ I �: i LN I PARKING STRUCTURE ♦ i:::::: i 't ♦ I (4 LEVELS ABOVE GROUND :.: LEVEL, 2 LEVELS BELOW). ♦ I I oDO I ♦ I ..• I I LI � I -----------------♦------------------------------- ----J / ♦ I 1 EXISTING ACCESSIBLE PARKING STALLS AT 2ND, 3RD, & 4TH FLOORS-/ PROJECT THESE FLOORS ALL HAVE EXACT SAME LAYOUT/FEATURES: 4 ACCESSIBLE CAR STALLS, 2 ACCESS AISLES, 4 SIGNS, NORTH 1 3 CURB STOPS, 2 STRIPED CROSS WALKS AND U—SHAPED AREA OF TRUNCATED DOMES BY ELEVATORS & STAIRS. 1 0 7HPs SIC CST [Is RENCE (ONLY STAIRS 1 1 j ELEVATOR ELEVATOR 1 I ------- — — ------ I Q PER 2022 C.B.C. CODE SEC 1 1 B-502.3.3 THE WORDS "NO PARKING" SHALL BE 1 i i I PAINTED ON THE GROUND WITHIN EACH FIVE—FOOT LOADING AND UNLOADING ALL PARKING STALLS ARE EkST C ° AISLE FOR DISABLED ACCESS. THIS NOTICE SHALL BE 12 INCHES HIGH AND RE ULAR PARKING STALLS c REGULAR PAR ING ST LLS LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. ----- 1 1 °e°eoe ---- ACCESS BLE STALLS HAVE BEEN QSURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM r POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 48 UNITS HORIZONTAL PROVIDED AS REQURED PER TITLE 1 IN ANY DIRECTION. 2022 C.B.C. SEC. 1 1 B-502.4 AND 1 1 B-302 ov000e 000e o°00000°o°000e000eo°o EXISTING 3 6 " WIDE TRUNCATED DOMES AT O (EXISTING) AT EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR 24/2022 C. B . C CHAPTER 1 1 B . EXISTING PATH OF TRAVEL FIRE RISER AREA SHOWN HERE. LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN 1 1 1 FROM ACCESSIBLE STALLS 48" EXISTING COLUMN, TYP. DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN 2022 C.B.C. SECTIONS 1 1 B-216.3 WALKWAY AND ACCESS EXISTING STRIPED AND 11B-703. SEE DETAILS #5 & 17 ON ST-3. SEE PLAN CHECK#10180995 APRIL I 1 t I AISLES SM. ST-3 — — — 1 4 (EXISTING) TACTILE EXIT SIGN AS REQUIRED PER 2022 C.B.C. SECTIONS 1011.4 1 � OWN ON ® � ® �Na�.d ® l 1 O AND 1 1 B-703 AT BUILDING ENTRY DOOR. 2014 FOR RECENT ACCESS BLE SEE DETAILS ON SHEET A-4. PARK G STALL R ONS. t I 1 2 EXISTING WALL —MOUNTED SIGNAGE o 9'-0" s'-o" 9'-0" 9'-0" O 1 O NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE i FOR ACCESSIBLE PARKING STALLS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5%. I I PER 2022 C.B.0 SECTION REGULAR tRKING STALLS 2 2 Q O 11 B-502.6 OTHE ENTRANCE DOORS, STAIRWAYS,AND ELEVATORS LEADING TO THE PROPOSED AREA OF REMODEL COMPLY WITH THE HANDICAPPED ACCESSIBILITY 5'-0" l 5'-0" 1 REQUIREMENTS. INSPECTOR TO VERIFY. THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE —USE, REPRODUCTION, OR PUBLICATION BY ANY MEIHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER— MISSION FROM SPACES. TILE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTTHITE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PRESCREEN CORRECTIONS 10.08.25 1 QSUBMIT TO 09.15.25 PI AN CHECK QRELEASED TO 09.03.25 FN('INFFRIN(, NO. DESCRIPTION DATE REVISIONS COMMERCIAL INTERIORS 123 LIEN ■■■ , PLANNING & DESIGN 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 949.724.1499 1 www.spaces-oc.com DRAWN o �CALIFORNIA COUNCIL FOR 6 A DATE y 09.02.25 = CHECKED RP PRINT DATE a = 80J 110N000 VINNOJI]VO■ = 09.10.25 SIXTH FLOOR EXISTING SITE Sheet Title Project Number2068.928 Sheet Number ST-1 DETAIL OF EXISTING ACCESSIBLE PARKING AT PLAZA LEVEL Plannin n car SCALE: C' 1 /8 1 >> — 0 PROJECT = NORTH ® EXISTING HAND RAILS BETWEEN 4'-0" WIDE STRIPED WALKWAY AND PARKING STALLS (IN LIEU OF CONCRETE CURB THERE). NO HAND RAIL AT ACCESS AISLES —THEY HAVE DETECTABLE WARNINGS AT 1A1A I I/1A/AV PARKING, STRIPING, & SIGNAGE ARE EXISTING, U.O.N. 1� EXISTING DIRECTIONAL SIGN FOR ACCESSIBLE ROUTE OF TRAVEL WI H INTERNATIONAL SYMBOL OF ACCESSIBILITY AND ARROW POINTING DIRECTION. SINGLE SIDED, 18"H X 9"W SIGN MOUNTED 60" ABOVE FOR P FINISH FLOOR PER SECTION 3106 (c) OF TITLE 24, TYPICAL. SEE DETAIL #5/ST-3. Q2 EXISTING SIGNAGE FOR ACCESSIBLE PARKING STALLS, U.O.N. Master OO EXISTING DETECTABLE WARNING (TF UNCATED DOMES) IN WALKWAY AT ACCESS Isf-)ate: NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, A D THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN 1 THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING (TRUNCATED DOMES) WHICH IS 36" WIDE, COMPLYING WITH 2022 C.B.C. SECTION 1 1 B-705. SEE DETAIL #6/ST-3 FOR DETECTABLE WARNING CONSTRUCTION/REQUIREMENTS. G.C. TO VERIFY AND PROVIDE IF NOT EXISTING. ® EXISTING HANDRAILS BETWEEN STRIPED WALKWAY AND ADJACENT PARKING STALLS THAT COMPLIES WITH 2O19 C.B.C. SECTION 1 1 B-505 (PAGES 576-578, HANDRAILS). USE OF HANDRAILS (IN LIEU OF CURB BETWEEN PARKING STALLS AND WALKWAY IN FRONT) APPROVED BY ZAC MAZARJI AT CITY OF SANTA ANA ON DECEMBER 15, 2014 HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34" MINIMUM AND 38" MAXIMUM VERTICALLY ABOVE WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES. (2019 C.B.C. SECTION 1 1 B-5-5.4). HANDRAILS HAVE HORIZONTAL RAIL PARALLEL TO TOP GRIPPING SURFACE AT 4" A.F.F. FOR CANE DETECTION AND AS A STOP FOR WHEELCHAIR FOOT PLATES. SPECIFICATION FOR HAND RAILS WAS APPROVED BY STRUCTURAL ENGINEER FOR REQUIRED STRUCTURAL STRENGTH. HANDRAILS INSTALLED INTO POST TENSIONED CONCRETE DECK AS NEEDED PER BUILDING ENGINEER'S CONSULT WITH STRUCTURAL ENGINEER. HANDRAIL HAS ROUND PROFILE, AND WAS PAINTED WITH VISTA PRO—TEC SAFETY BLACK WITH SEMI —GLOSS FINISH (PER PICKET PAINTING). GLEN CALL IS CHIEF ENGINEER FOR XEROX BUILDING, CALIBER PAVING DID HANDRAILS. 2022 C.B.C. SECTION 1 1 B-502.7.1 PARKING SPACES ARRANGEMENT: PARKING SPACES AND ACCESS AISLE MUST BE SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. 2022 C.B.C. SECTION 1 1 B-502.7.2 WHEEL STOPS: A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQURED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. SEE DETAIL #7/ST-3. • PER 2022 C.B.C. CODE SEC 1 1 B-502.3.3 THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH FIVE—FOOT LOADING AND UNLOADING AISLE FOR DISABLED ACCESS. THIS NOTICE SHALL BE 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. • SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 48 UNITS HORIZONTAL IN ANY DIRECTION. 2022 C.B.C. SEC. 1 1 B-502.4 AND 1 1 B-302 • EXISTING AT EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN 2022 C.B.C. SECTIONS 1 1 B-216.3 AND 1 1 B-703. SEE DETAILS #5 & 17 ON ST-3. • NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5%. • THE ENTRANCE DOORS, STAIRWAYS, AND ELEVATORS LEADING TO THE PARKING AREA COMPLY WITH THE HANDICAPPED ACCESSIBILITY REQUIREMENTS. Santa Ana, Ca. 92705 TENANT SUITE 640 AREA SQUARE FOOTAGE 1 EXISTING 640: 3,298 TOTAL SF EXPANDED 640: 4,486 TOTAL S EXISTING 600: 5,480 TOTAL SF REDUCED 600: 4,292 TOTAL SF THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY ANY MEMOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PRESCREEN CORRECTIONS 10.08.25 SUBMIT TO 09.15.25 RELEASED TO 09.03.25 NO. DESCRIPTION DATE REVISIONS COMMERCIAL INTERIORS Elmo *A ■■■ ,Mral PLANNING & DESIGN 3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626 949.724.1499 1 www.spaces—oc.com DRAWN o ■CALIFORNIA COUNCIL FOR --I 6 U U 0 ip.r-G�, o DATE y 09.02.25 G'! = CHECKED A RP PRINT DATE = 80J 1ION000 vINNOJI1v0■ =109.10.25 SIXTH FLOOR PLAZA LEVEL - ACCESSIBLE PARKING DETAIL Sheet Title Project Number 2068.928 Sheet Number ST-2 EDGE OF BUILDING — NOTES: THI DRAWING IS OR CONC. WALK �� • R q S4 A. WHERE NOT ALL ENTRIES TO A BUILDING ARE ACCESSIBLE, ALL ACCESSIBLE ENTRIES (WHERE DOORS, DOORW & ��- rAa IIARDSCAP n If Ag GATES ARE COMPLIANT WITH SECTION 116-404) SHALL HAVE A PICTOGRAM OF THE INTERNATIONAL SYMBOL F LEVEL & CLEAR AREA ACCESSIBILITY DISPLAYED ON THE LATCH SIDE OF THE DOOR (FOR SINGLE DOORS). 2022 C.B.C. SECTION 1 B-216.6 NOT TO EXCEED 2% 'G HRH CROSS SLOPE IN ANY DRAWING FOR B. PICTOGRAMS SHALL BE OF CONTRASTING COLORS AND HAVE A FIELD HEIGHT OF AT LEAST 6" PER 2 C.B.C. DIRECTION DESIG AND SECTION 116-703.6. INTERNATIONAL SYMBOLS OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGU ON A BLUE DIM SONS BACKGROUND AND COMPLY WITH 2O22 C.B.C. SECTION 11B-703.7.2.1 C. DIRECTIONAL SIGNS TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES ARE POSTED AS ESSARY [PER 2022 1 C.B.C. SECTION 11B-216.3 AND COMPLYING WITH SECTION 11B-703.5]. 6'l �O 0 lI THIS IS A GENERIC THIS SHEET IS FOR CHEMATIC DRAWING AND FOR REFERENCE ONLY. IT IS - / • OR P NOT MEANT TO SHOW PLANTING AR I REFERENCE ONLY. ACTUAL BUILDING ELEVATION FF ONLY TO SHOW LOCATION • oRoss OF ACCESSIBLE ENTRANCE Santa Ana, Ca. 92705 SIGNAGE AT ACCESSIBLE s� ENTRY DOORS. �1� �I � •. r � ALL PARK N G STALLS ARE EXISTING. PA � � ACCESSIBLE STALLS HAVE BEEN ao ,, o0000000�<_ a Q o o` , °oQa 8EE 2022 B T _ I �— 11Dr 5.�Imww PROV DED AS RE U RED PER T TEE Q PLANTING WWI" AREA TENANT �INyp � `'�" 24/2022 C.B.0 CHAPTER 1 1 B. DGC 1 /4" 3/4" RAMPS TO // INTERNATIONAL SYMBOL COMPLY W a ° P. , . �° 1 UI E 4 OF ACCESSIBILITY a • a. 2022 C. C. ° • A •- a '. AREA SQUARE FOOTAGE O a SECTIO ° • •d ° ' A, A 0 1 1 B 405 —1 11-1 1 1-111-1 „—I 11-1 1 1-1-,,,—I „—III EXISTING 640: 3,298 TOTAL SF R U I R E M E N TS EXPANDED 640: 4,486 TOTAL S . GROOVING DETAIL EXISTING 600: 5,480 TOTAL SF REDUCED 600: 4,292 TOTAL SF 2 0 ENTRANCE SIGNAGE CURB CUT RAMP WITH DET. WNG. ADA8 SCALE: N.T.S. 06/14 BEVELED NOSING ANGLED RISER N OSI N GS SHALL COMPLY WITH 00 PROVIDE TRUNCATED DOMES AS 6" X 6" X 48" MIN. 2022 C.B.C. SECTION 11B-504.5 PROVIDE CONTRASTING STRIPES AT STAIRS AS REQUIRED PER GENERAL: APPROVED STAIRWAY INDENTIFICATION SIGNS SHALL BE LOCATED AT EA. FLOOR REQ.PER 2022 C.B.C. CTION 116-705 PAINT CURB BLUE CONCRETE BUMPER NOTE: 1 1 /4" MAX. 30` 2022 C.B.C. SECTION 11 B-504.4 LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDING TWO OR MORE STORIES IN HEIGHT. THE SEE DETECTABLE H/C 60" MIN PERMANENTLY SECU 4MAX. SIGN SHALL IDENTIFY THE STAIRWAY, INDICATE WHETHER THERE IS ROOF ACCESS, THE FLOOR WARNINGS DETAIL SIGN OBSTRUCTION TO PAVEMENT (W E CROSS SLOPE OF TOP LANDING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION. TREAD SURFA S LEVEL, AND THE UPPER AND LOWER TERMINUS OF THE STAIRWAY. (C.B.C. SECTION 116-5 .8) ON THIS SHEET. LANDING WHERE REQUIRED). PAI OCCURS BLUE AT H/ STALLS. TRANSITIONS FROM RAMPS TO WALKS GUTTERS OR STREETS SHALL BE FLUSH AND THE INFORMATION OF THE SIGN IDENTIFIES THE STAIRWAY LOCATION, THE FLOOR ALL TREAD SURFAC SHALL BE LEVEL NUMBER, AND UPPER AND LOWER TERMINUS OF THE STAIRWAY. (C.B.C. SECTI 11B-504.8) AN ADDITIONAL 1 SIGN OR o FREE OF ABRUPT CHANGES. MAX. SLOPES OF ADJOINING GUTTERS OR ROAD SURF E SLIP RESISTANT P R 2022 C.B.C. SECTION 11 B- 2 12'z 1" MAX FROM 2" MIN., 4" MAX. EDGE OF TREAD STRIP WIDTH WITHIN 4'-0" OF THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 0. ADDITIONAL - LANGUAGE o BELOW THE 1 � g w � ¢ •• ••••••••••••• • •' •"""•••••' ................. o w z w I LUSH AC�t PATH R RAISED H-1 WITH RAMPS, MIN. WARNING S IPE OF CLEARLY ' = EE 'ITE SYMBOL OF A w - ::::::::::::::::: •• ............ c� _AN „ 1 /4 W. x 1 /4 D. EDGE OF WALK, WALL ACCESSIBILITY SHALL STATE "MIN FINE $250" T -TREAD WIDTH ��� CONTRAS G COLOR AT LEAST 2" WIDE UPPER APPROACH AND (1 1 " MIN.) ` �� GROOVES 3/4" O.C. OR OTHER OBSTRUCTION 12" PLUS „ AT L ER TREAD OF EACH T �`P %�/ READ WIDTH RIOR STAIR ALL TREADS AT ( MIN. RIOR STAIRS). STRIPES SHALL PLACED PARALLEL TO AND 00 T MORE THAN 1 " FROM THE NOSE OF THE STEP OR LANDING _ -- 0 --- - \\ \� SECTION2022 PROVIDE A ACCESS ISLES SHALL BE 118-502.6.2 PATHWAY, CU MARKED BY A BORDER RAM P TO C M PAINTED IN BLUE. WITHIN AllWITH 2 B. THE BLUE BOARDER, SECTI 1 HATCHED LINES OF A MAX. 36" ON CENTER SHALL BE z oo - PR SLIP RESISTANT N S E ON CURB RAMPS RAMPS TO L ACCESSIBLE ROUTES. THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR ❑ COMPLY WITH WHICH THEY WERE PREPARED. RE —USE, REPRODUCTION, OR PUBLICATION BY ❑ _I TO ALERT THE VISUALLY IMPAIRED. SHALL PAINTED A COLOR Z z CONTRASTING WITH THE g 2 0 2 2 C C. B B. C C. ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER— MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL " THE STRIPE SHALL BE OF 00 N•/ MATERIAL THAT IS AT LEAST AS ❑ y, MOUNTING LO N SAME LEVEL PARKING SURFACE, PARKING ARKING REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. o �. PREFERABLY BLUE OR Lu SECTION IN MAX. SLIP -RESISTANT AS THE OTHER SPACES 1 cu SP THEY SERVE. WHITE. THE WORDS "NO co TREADS OF THE STAIRS. ❑ TO COMPLY co a ANGES IN LEVEL PARKING" IN 12" HIGH x WITH 2O22 -- w 11 B-405 " 2022 C.B.C. SEC. 11 B-504.4 STAIR s WEST STAIR C.B.0 SECTION E NOT PERMITTED. LETTERS MIN AND LOCATED 11 B-5SE EXCEPTION: SLOPE NO SO THAT IT IS VISIBLE TO STEEPER THAN 1:48 LAW ENFORCEMENT. SEE •• •••• �....�.. 0 REQUIREMENTS. ••::: ;:�;�:;: .� ......�.• cfl •• HANDRAILS SHALL COMPLY WITH 1—INCH SIZE WITH SHALL BE PERMITTED. 2022 C.B.C. SECTION O • ••••••••• �Q�' •': CIRCULAR: 2022 C.B.C. SECTIONS 1009.15 1012 NON R: , 1 /4—INCH STROKE CORRESPONDING voRo ACE s RooFs GRADE II BRAILLE *VAN STALLS 11B-502.3.3 :::::..... ... 1-1/4" MIN. 2" MAX 1-1 2" 1/4 (MEANS OF EGRESS) & 1-1 2" 11 B-505 (ACCESSIBILITY REQUIREMENTS). MIN. INTERIOR ST S EXTERIOR STAIRS TO BE LOCATED 5—INCH SIZE WITH �I DIRECTLY UNDER 3/4—INCH STROKE 6 SHALL BE BLUE 144" (12') STRIPE WIDE WHERE THE ACCESS MIN. OR ADJACENT CURB —, C.B.C. SECTION 1 1 B-505.10: HANDRAILS SHALL UPPER APP WER TREAD UPPER APPROACH & ALL TREADS r_ TO SIGNAGE AISLE IS 60" O PROVIDE DETECTABLE i EXTEND A MINIMUM OF 12" BEYOND THE TOP MUST BE MA H STRIPE MUST BE MARKED WITH STRIPE 1—INCH SIZE WITH B H 1` INFORMATION 1/4-INCH STROKE I THROUGH 12 (5') WIDE. LOCATED ON LEVEL>�Y 4'-0" WARNING (TRUNCATED DOMES) NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. AT THE TOP, *VAN STALLS * MIN. *5' MIN. BLUE STRIPE PER SITE PLAN PORTION OF RAMP M AT TRANSITIONS TO 4"-6.25" MAY BE 108" VAN ACCESSIBLE PARKING SP CES VEHICULAR TRAVEL AREAS AS PERIMETER THE EXTENSION SHALL BE PARALLEL WITH THE NOT W) ENSIONS OF * SHALL HAVE AN ADDITIONAL SIGN 8' MIN. FOR VANS 12" HIGH WHITE 1 /4 3/4 REQUIRED PER 2022 C.B.C. 1-1 2" FLOOR OR GROUND SURFACE. AT THE BOTTOM, / W ING STRIPES MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING SURFACES. NOTE: WIDE WHERE ARKING SPACES LETTERS STATING "VAN ACCESSIBLE" MOUNTED THE ACCESS _ SECTION 11 B-705 MIN. THE HANDRAIL SHALL CONTINUE TO SLOPE FOR E STRIPES MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE INFOR TION ON THE SIGN MUST BE PRESENTED WITH RAISED ARABIC NUMERALS AISLE IS 96" 23' MIN. BELOW THE SYMBOL OF ACCESSIBILITY. \ ,• - "• ''.> PROVIDE TRUNCATED DOMES A DISTANCE OF ONE TREAD WIDTH FROM THE THE OTHER TREADS OF THE STAIR. PAINTED STRIPES ARE ACCEPTABLE. AND CO ESPONDING GRADE II BRAILLE. THE MEZZANINE LEVELS SHALL HAVE THE LETTER "M" "B" 2022 C.B.B. SECTION 11B-502.6 (8') WIDE. 26' MIN. FOR VANS • • ;' •��.;. •.::s •• ACROSS ENTIRE WIDTH OF RAMP BOTTOM RISER; THE REMAINDER 12" OF THE ( ) P EDING FLOOR NUMBER. BASEMENT LEVELS SHALL HAVE THE LETTER PRECEDING +,` 5' TYP. ACCESS AISLE, (EXCEPT FLARED SIDES) AND AT EXTENSION SHALL BE HORIZONTAL. SEE 2022 THE OOR NUMBER. G OVING DETAIL LEAST 36" DEEP IN THE 8' FOR VAN STALLS C.B.C. FIG.'S 1 16-505.10.2 & 1 1 B-505.10.3 DIRECTION OF TRAVEL. TYPICAL HANDRAILS 1 WARNING STRIPING "TTIRWAY IDENTIFICATION ACCESSIBLE PARKING STALLS TYPICAL CURB RAMP TYPHR06/14 SCALE: 1" = 1'-O" WARNSTRIPE 06/14 SCALE: N.T.S IRID 06/14 SCALE: N.T.S APSTALL SCALE: 3 32" - 1'-O" 01-002-1 SCALE: 1 4" = 1'-O" REQUIRED PARKING SIGNAGE PER 2022 C.B.C. SECTION 1 1 B-502.8 PARKING SPACE IDENTIFICATION SIGNAGE SHALL COMPLY WITH 2O22 C.B.C. SECTION 11B-50 PROVIDE CURB STOPS AS 2.3 MIN., NOTE: ADDITIONAL SIGNAGE: AN ADDITIONAL SIGN SHALL 17" PARKING SIGN NOTES: g" 3'-0" REQUIRED PER 2022 C.B.C. FROM END OF STALL 2.4" MAX. DETECTABLE PRESCREEN CORRECTIONS POSTED EITHER: 1) IN A CONSPICUOUS PLACE EACH PARKING SPACE IDENTIFICATION SIGN SHALL INCLUDE THE INTERNATION SEE SECTION 11B-502 FOR WARNINGS AND � 1 10.08.25 SUBMIT TO ENTRANCE TO AN OFF-STREET PARKING FACT OR EACH PARKING SPACE RESERVED FOR PERSON WITH PHYSICAL SYMBOL OF ACCESSIBILITY COMP ING PARKING SPACES REQUIREMENT. 1 1/8" 4 3/4" 1 1/8 UNAUTHORIZED VEHICLES 2) IMMEDIATELY ADJACENT TO ON -SITE AC SSBLE PARKED IN DESIGNATED PARKING AND VISIBLE FROM EACH PARKI SPACE. DSABILTES SHALL BE IDENTIFIED BY A REFLECTING SIGN WITH SECTION 11 B-703.7.2.1 N DETECTABLE O O O O 09.15.25 ACCESSIBLE SPACES NOT PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM SECTION 11B-502.7.2 WHEEL „ C D I R E CT 10 N A L M I N., DISPLAYING DISTINGUISHING (SECTION 11B-502.8) PLACARDS OR SPECIAL EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A FINISH & SIZE: REFLECT O ZED SIGN STOPS: A CURB OR WHEEL " ,> TEXTURE TO COMPLY .4 MAX. RELEASED TO - 09.03.25 LICENSE PLATES ISSUED WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE WITH INTERNATIONAL SY OIL OF STOP SHALL BE PROVIDED IF N FOR PERSONS WITH SIZE: THE ADDITIONAL SIGN SHAL OT BE LESS THAN BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE ACCESS TO BE PAINT WHITE ON REQUIRED TO PREVENT r WITH 2O22 C.B.C. r NO. DESCRIPTION DATE N DISABILITIES WILL BE 17 INCHES WIDE BY 22 INCHES IGH. (116-502.8.1) TOWED AWAY AT OWNEITS EXPENSE. INCHES IN AREA. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE ROYAL BLUE BACK OUND WITH A - MINIMUM AREA 0 70 SQ. INCHES ENCROACHMENT OF VEHICLES 'n OVER THE REQUIRED CLEAR SECTION --- - O 0 AFTER $260 FINE. LETTERING: THEAD NAL ION SHALL CLEARLY STATE TOWED VEHICLES MAY BE DULY, RECLAIMED AT IN LETTERS WITH N M HEIGHT OF 1 INCH THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM 0 THE SIGN. WHEN IN PATH OF TRAVEL, SIGN SHALL BE POSTED ?o (1113- WIDTH OF ADJACENT ACCESSIBLE SE TION ROUTES. 118-705.1.1.2. REVISIONS 2008 (ADDRESS) FOLLOWING TEXT I IN SIGN AT LEFT). ( ) A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO S S H E 6 0 INCHES MINIMUM M U M COMMERCIAL INTERIORS SIGN OR BY TELEPHONING (TELEPHONE NO.) (11B-502.8. MUST INDICATE i CASE WHITE BLOCK LETTERS ON THE PARKING SPACE FINISHED GRADE AND SHALL BE UN-OBS RED BY A PARKED VEHICLE. SIGNS MAY ALSO BE CENTERED ON T WALL AT THE INTERIOR END OF THE PARKING SPACE. AN AD TIONAL RESERVED A ISH FLOOR OR GROUND R E ASURED TO THE BOTTOM PARKING ION. EXCEPTION: SIGNS rA—A - - - LIEU] .• . $250 I (AL LUE BACKGROUND, U.O.N. FINE. w I SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF TED WITHIN AN ACCESSIBLE �. = I K SPACES SHALL BE FILLED IN I ACCESSIBILITY SHALL STATE "MINIMUM FINE $250". SEE 20 2 C.B.C. 0 SHALL BE A MINIMUM OF 80 HES A.F.F. DETECTABLE WARNING PRODUCT'\OVIEW PLANNING & DESIGN H APPROPRIATE INFORMATION AS A z_ I PERMANENT PART OF THE SIGN. Q � I I I o z 0 I " Go = o- I MOUNT ON 2 GALVANIZED � I PIPE SET IN CONC. FOOTING SECTION 1 1 B-502.6 AND DETAILS #3 & 8/-. • AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CO PICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING F CILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ALL OR SIGN SUPPORT VAN SIGNS IDENTIFYING VAN PARKING AS ACCESSI SPACES SHALL CONTAIN ADDITIONAL REQUIRED. LANGUAGE OR AN ADDITIONAL SIGN MINIMUM FIN 25 WITH THE DESIGNATION "VAN LA -0" ELASTOMERIC WHERE OCCURS APPROVAL: ONLY APPROVED DIVISION OF THE �i B-B I — STATE ARCH ITECT/ACCESS �--� ����� COMPLIANCE (DSA/AC) APPROV DETECTABLE WARNING PRODUCT 3150 BRISTOL, STE 205 I COSTA MESA, CA 92626 949.724.1499 1 www.spaces-oc.com DRAWN J SPACE. THE SIGN SHALL NOT BE LESS THAN 17" B 22" IN SIZE PALMA '°�° ACCESSIBLE." AND DIRECTIONAL SURFACE SECTION A -A o ■CALIFORNIA COUNCIL FDR m z o �, 1 WITH LETTERING NOT LESS THAN 1 " IN HEIGHT, W H CLEARLY AND REQUIRES SHALL BE INSTALLED, IN RP/AG m ACCORDANCE WITH 202 C. Q w FINISH GRADE CONSPICUOUSLY STATES THE FOLLOWING: 2„ 0 INIMUM FINE: ADDITIONAL LANGUAGE OR AN ADDITIONAL w TRUNCATED DOMES SECTION 1 1 B-705.3op -_ DATE - 0 0 I 0 0 co � Q I UNAUTHORIZED VEHICLES PARKED IN DESIGNATE ACCESSIBLE GALVANIZED SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PIPE SET C) � SHALL STATE "MINIMUM FINE $250" (11 B-502.6.2) ELEVATION SCALE: 3"=V-0" N 09.02.25 j SPACES NOT DISPLAYING DISTINGUISHING PLACAR S OR SPECIAL 0 IN REFER TO CCR TITLE PA - =CHECKED / 1'-0"O X 3'-0" DEEP CONC. FOOTING, OR AS REQUIRED. LICENSE PLATES ISSUED FOR PERSONS WI SABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TO CLES MAY BE DIAM8 X z w LOCATION: A PARKING SPACE IDENTIFICATION SIGN SHALL BE 30" DEEP _ J VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE EPDXY 0 CON . DECK 12, CHAPTER 11 B, S TION 12-11 B.205 FOR ILDING AND SECTION B-B - R DALL P R K C TI INT ORD SIGNER RP [LA PALMA REQUIRES 18 DIAMETER X 30" DEEP RECLAIMED BY TELEPHONING THE SANTA N ICE DEPARTMENT AT (714) 245-8665 CVC 22658a"...... S C.B.0 SECTION 0 CONCRETE (0" 0 PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE CO FOOTING, �w PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE 0 FACILITY ACCESS PECIFICATIONS FOR PRODUCT PPROVAL FOR �� DETECTABLE ARMING PRODUCTS �� TRUNCATED DOME � c ERCI PRINT DATE EXPI s01 cIDa6141 a CONCRETE FOOTING, WITH 1 1 B-502.8 AND DETAIL #10/-. WITH MIN. WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS Q MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE AND DIRE ONAL SURFACES. , SCALE: 6"=V-0" =a03 09.10.25 o ]ION1103 VIN60JI]V3■ _ MIN. 3" COVER.] 3 COVER. INTERIOR END OF THE PARKING SPACE. (11 B-502.6.3) 3" CLEARANCE MISC. CODE NOTES • PER 2022 CBC CODE SEC 1 .3 THE WORDS "NO PARKING" SHALL BE PAINTED ON THE WITHIN EACH FIVE-FOOT LOADING )K�ACCESSIBLE WARNING SIGNAGE POLE MOUNTED ACCESSIBLE IGN TYPICAL WHEELSTOP DETECTABLE WARNINGS ACCWRNGSNG SCALE: 1" = 1'-O" PLMNTACCSGN SCALE: 3 = 1 -0 01-006-1 SCALE: /" _ /'-O" DW SCALE: N.T.S. � PARKING SPACE IDENTIFICATION SIGNAGE SHALL COMP WITH 2O22 C.B.C. SECTION 11B-502.6 2022 C.B.0 VAN SPACE SECTION 1 1 B-502.6.4 MARKING: EACH ACCESSIBLE SHALL HAVE SURFACE IDENTIFICATION COMPLYING CAR AND WITH EITH ACCESSIBLE REQUIREMENTS ACCESSIBLE STALLS SHALL COMPLY WITH THE LATEST ACCESSIBILITY AND UNLOADING AISLE FO ED ACCESS. THIS NOTICE SHALL BE 12 SECTIONS 1 1 B-502.6.4.1 OR 11 B-502.6.4.2 CODES OF THE 2022 C.B.C. SECTION 116-502 INCHES HIGH AND LOCATE SO T IT IS VISIBLE FROM THE ADJACENT PARKING SPACE IDENTIFICATION SIGNS ACCESSIBLE PARKING SPACE REQUIREMENTS VEHICULAR WAY. SEE D SHALL INCLUDE THE INTERNATIONAL , „ 2�� 2 2)-8" SPACE WIDTH FOR SINGLE CAR: 14'-0" (9'-0" PARKING STALL WITH 5'-0" ACCESS Al E) SYMBOL OF ACCESSIBILITY COMPLYING * SPACE WIDTH FOR SINGLE VAN: 17'-0" (12'-0" WIDE PARKING STALL WITH 5'-0" A ESS • SURFACE SLOPES OF SSI E PARKING SPACES AND ACCESS AISLES I WITH 2O22 C.B.C. SECTION AISLE ON RIGHT SIDE SIDE OR 9'-0" WIDE PARK G STALL 2022 C.B.C. SECTION 1 -216 SIGNS: NEW OR ALTERED SIG SHALL BE SHALL SHALL BE TH M POSSIBLE AND SHALL NOT EXCEED 1 :48 SLOPE IN ANY DIRECTIO 2022 CBC SEC. 1 1 B-502.4 I 11 B-703.7.2.1. I I SIGNS SHALL BE 60 INCHES MINIMUM = WITH 8'-0" ACCESS AISLE ON RIGHT SIDE) SPACE DEPTH: 18'-0" MIN. PROVIDED IN ACCOR NCE WITH SECTION I N SLOPE OF PARKING SPACE: NOT TO EXCEED 2% (1:48) IN ANY DIRECT N 11 B-216 AND SH L COMPLY WITH ABOVE THE FINISH FLOOR OR GROUND , SECTION 11B-7 11B IRECTIONAL AND DIRECTIONAL SIGNAGE: T EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR EADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A IGN DISPLAYING THE INTERNATIONAL SYMBOL OF I SURFACE MEASURED TO THE BOTTO I I OF THE SIGN. EXCEPTION: S I I LOCATED WITHIN AN ACC B OUTE SHALL BE A MINIMUM 0 8 ES INTERNATIONAL SYMBOL OF ACCESSIBLE SIGNAGE REQUIREMENTS POSTED SIGN: 70" SQ. METAL SIGN, PAIN LUE, W/ WHITE LETTERING NOT LESS THAN 1" IN HEIGHT. IF P TED, BOTTOM OF SIGN IS TO BE INF M L SIGNS: SIGNS THAT 0 D CTION TO OR INFORMATION ACCESSIBILITY. SIG SHALL INDICATE THE DIRECTION TO ACCESSIBLE I I A.F.F. �B ACCESSIBILITY AT 60" MIN. A.F.F. (BOTT I N TO BE AT 80" MIN. A.F.F. IF TOR AND EXTERIOR SPACES CILITIES OF THE SITE SHALL BUILDING ENTRANC S AND FACILITIES. SEE DETAIL #5�-. I I I I SIGNS IDENTIFYI KING RESIRVED RESO'VED PAINTED WHITE ON A BLUE SIGN IS LOCATED WIT SIBLE ROUTE). SURFACE PAINTED SYMBOL: LOCATED @ EACH CC ALL STALL PAINTED BLUE, WITH SECTION 11B-703.5 • NO ABRUPT CH GES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. I SPACES SHALL ITIONAL PAR, P4K'ING BACKGROUND, C�? LEAST 3 SQ. AND SYMBOL PAINTED WHITE. THE SLOPE AL NG THE PATH OF TRAVEL SHALL NOT EXCEED 5%. LANGUAGE A IONAL SIGN "VAN SEE 2022 ACCESSIBLE PARKING WITH THE NA STALL SIGN. AC IBL ING SPACE FLECTORIZED SIGN WITH INTL. SYMBOL OF ACCESSIBILITY. • THE ENTRAN DOORS, STAIRWAYS, AND ELEVATORS LEADING TO THE ACCES C.B.0 SECTION 3 SEE: USH WALK, OR RAISED WALK W/ CURB RAMP PROPOSED REA OF REMODEL COMPLY WITH THE HANDICAP ACCESS VAN VAN 00 1 1 B-502.6.4.1 WHERE OCCURS SIXTH 11 B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH w REQUIREM S. INSPECTOR TO VERIFY. B-502.7.1 PARKING SPACES FI REFLECTORIZED SIGN ACCESSIBLE T T IONAL SYMBOL OF ACCESSIBLE CE O BE PAINTED WHITE ON MINIMUM FINE 5250 MINIMUM FINE $250 I N NOTE: ACCESS AISLE WHEELSTOPS, A WHEEL STOP SHALL SEE: Z BE PROVIDED © EACH � - ACCESSIBLE PARKING FLOOR = FIGURE 1 1 B-703.7.2.1. THE SYMBOL L o SHALL CONSIST OF A WHITE FIGURE ON A • 2022 C. C. SECTION 1 1 ARRANGEMENT: PARKIN SPACES AND ACCESS AISLE MUST BE SHALL BE DESIGNED SO we ON am to. L E BACKGROUND WITH A "am lmlloLu FOR LOCATION _ N STALL WHERE REQUIRED. z o � z BLUE BACKGROUND. THE BLUE SHALL BE o- 0 COLOR NO. 15090 IN FEDERAL STANDARD 0 0 THAT ERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARK G SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN AREA OF 70 SQ. INCHES (2 2 C.B.C. SECTION 11B-502.6.1) SIGN j SUPPORT A SEE PLANS = SEE C.B.C. SECTION Z� 4" WIDE STRIPING o 11B-502.7.2 PAINTED BLUE EXISTING 1 MINIMUM ITIONAL LANGUAGE OR AN ADDITIONAL AND 595B. w WHI THEY PARKED. REQUIRED. w � SIGN BEL INTERNATIONAL SYMBOL OF ACCESSIBILITY (LA PALMA ACCESSIBLE VAN �� PROVIDE TRUNCATED DOMES ACC. PARKING o Z_ W = Z 0 REQUIRES 12 HIGH LETTERS Q 0 Q 2" 0 GALVANIZED PIPE ,> z � Q � SHALL ATE MINIMUM FINE $250 (11B-502.6.2) z 2" 0 STALL DET. COLOR WHITE STAL oo AS REQ. PER 2022 = z • 2 22 C.B.C. SECTION 11 B-502.7.2 WHEEL STOPS: w GALVANIZED z_ z NO C.B.C. SECTION DETAILS 0 D o SET IN CONC. 18" BELOW 00 GRADE WHERE OCCURS. CURB OR WHEEL STOP SHALL BE PROVIDED IF REQURED TO PREVENT NCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF w PIPE SET IN - = m LO ION: A PARKING SPACE IDENTIFICATION SIGN SHALL BE " 18" DIAM. X ~ � IBLE FROM EACH PARKING SPACE. SIGNS SHALL BE 0 30" DEEP 1 3'-0" SQ. INTERNATIO Q ® 116-705 AT TRANSITIONS SYMBOL OF ACCESSI ITYF—E TO HAZARDOUS VEHICULAR Sheet Title ADJACENT ACCESSIBLE ROUTES. 0 w ERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE FOOTING E STENCILED IN WHIT WITH AREAS (SUCH AS AT END 00 0 PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WITH MIN. N BLUE BACKGROU „ OF ACCESS AISLE WHERE SEE: WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS 3" COVER. 2 12'-0" + 5'-0' 9 -0 PATH OF TRAVEL CROSSES STALL Project Number 2068.928 MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE _ OR DRIVEWAY). SEE DET. 6/-. SYMBOL IN WHITE PAINT g -0 + 8'- 0 INTERIOR END OF THE PARKING SPACE. (11B-502.6.3) 11i� ACCESSIBLE DIRECTIONAL SIGNAG9/4 POLE/CEILING MOUNTED PRKG SIG ACCESSIBLE PARKING SYMBOL DOUBLE ACCESSIBLE STALL ST-3 Sheet Number ADS SCALE: 3" = 1'-0" PLCLNGMNTPRKSGN SCALE: 3" = 1'-0' 0I-011-1 SCALE: 1 1/2" = I'-O" 01 -022-1 SCALE: 3 32 = 1'-0" E100 MINIMUM MOUNTED MIN MTD - M - MAIN CIRCUIT BREAKER - K - KILOWATT - L - LIGHTING CONTROL PANEL KILOVOLT AMPERE MCB LCP KW KVA VM VOLTMETER WEATHERPROOF - W - WP W WATT - U - VOLT AMPERE VOLT OR VOLTAGE - V - UNLESS OTHERWISE NOTED V VA TYP UON TYPICAL GROUND FAULT INTERRUPTER INSTRUMENT INCANDESCENT - I - IC GROUND INTERRUPTING CAPACITY JUNCTION BOX - J - INST INCAND JB SECTION SINGLE POLE GRD - G - G, GFI, GFCI SECT - T - TRANSF SPECIFICATION SWITCHBOARD TRANSFORMER TELEVISION TELEPHONE SW SWBD TEL TV SP SPEC SWITCH - S - SCHEDULESCHED FLUSH WALL MOUNTED JUNCTION BOX TYPE B - UON. COMBINATION MOTOR CONTROLLER AND UNFUSED DISCONNECT SWITCH- MOTOR RATED TOGGLE SWITCH +44" TYP. TRANSFORMER MOTOR 3/4" CONDUIT WITH 4#12+1#12EG., U.O.N. 1/2" CONDUIT WITH 3#12+1#12EG., U.O.N. 1/2" CONDUIT WITH 2#12+1#12EG., U.O.N. FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD CONDUIT HOMERUN 3/4"C MIN. (U.N.O.) GROUND CONNECTION CEILING MOUNTED JUNCTION BOX. CIRCUIT BREAKER-100 AMP FRAME/100AMP TRIP, 3 POLE UON POWER TRANSFORMER, DISTRIBUTION GROUND FAULT RELAY CONCEALED CONDUIT FLUSH WALL MONTED DUPLEX CONVENIENCE RECEPTACLE AT +15" TO BOTTOM OF OUTLET. FLUSH WALL MONTED QUADRUPLEX CONVENIENCE RECEPTACLE AT +15" TO BOTTOM OF OUTLET. EXISTING TO REMAIN (N) (E) INDICATES NEW INDICATES "GROUND FAULT INTERRUPT" INDICATES "SEPARATE 20 AMP. CIRCUIT" INDICATES 24-HR NIGHT LIGHT WITH 90 MIN. BACK-UP BATTERY FUSE, UNFUSED EXCEPT WHERE FUSE SIZE IS DISCONNECT SWITCH-100A SWITCH, 60A INDICATED 3 POLE EXCEPT WHERE NOTED LTG CABINET LIGHTING CONT CLOS CLG CLOSET CB CIRCUIT ABOVE FINISHED FLOOR C INDICATES RELOCATED - B - (R) CAB ALUMINUM A CURRENT TRANSFORMERCT - A - CU FT COMM FL FEET OR FOOT CKT CAT CONTINUATION FDR FIXT COMMUNICATION COPPER EMER CIRCUIT BREAKER ELEC CATALOG CEILING FUSE FIXTURE AMERICAN WIRE GAUGE AFF BLDG. EQUIPMENT AL ELEVATION AWG DIAMETER AH BUILDING EG CONDUIT - C - DN AMPERE-HOUR DIST - E - DISC AMPERE EQUIPMENT GROUND ELECTRICAL CLOSET FLOOR EACH DISCONNECT DISTRIBUTION EXIST, (E) DOWN DRAWING F EL DEGREE ROOM - D - EQUIP REQUIRED - F - RECEPTACLERECEPT FEEDER REQD RM EMERGENCY ELECTRICAL OWNER FURNISH AND POLE EXISTING DIA POWER PANEL EA EC PNL DWG PWR Ø, PH PB P OFOI NORMALLY CLOSEDNC NORMALLY OPEN NON-FUSED NOT IN CONTRACT - O - DEG OUTSIDE DIAMETER NOT TO SCALE ON CENTER OD NTS OC NIC NO - R - NF OWNER INSTALL NEUTRAL - N - - P - PULL BOX NL N NIGHT LIGHT PHASE DEVICE MOUNTING HEIGHT SCALE: NONE 1 1. PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CONSTRUCTION TERMINOLOGY, AND THE STANDARDS AND ACCEPTABLE METHODS OF INSTALLATION REQUIRED BY THESE CONTRACT DOCUMENTS ARE BASED ON PUBLISHED STANDARDS OF N.E.C.A. (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION), NATIONAL ELECTRICAL SAFETY CODE, AMERICAN NATIONAL STANDARDS INSTITUTE DOCUMENTS, NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, UNDERWRITERS LABORATORIES, AND THE CALIFORNIA ELECTRICAL CODE. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS COGNIZANT OF THESE STANDARDS AND THE REQUIREMENTS NECESSARY TO PERFORM ALL THE WORK AS SET FORTH IN THESE CONTRACT DOCUMENTS. 3. SECURE ALL NECESSARY ELECTRICAL PERMITS, UTILITY CHARGES AND PAY FOR SAME. COORDINATE AND PAY FOR ALL TEMPORARY ELECTRICAL SERVICE, CHARGES WITH THE SERVING UTILITY, AND OWNER. COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR TO CONSTRUCTION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE AND REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, EXACT EQUIPMENT AND OUTLETS LOCATIONS. ALTHOUGH NOT SHOWN, CONTRACTOR SHALL PROVIDE ALL J-BOXES, PULL-BOXES, ELLS, OFFSETS, ETC., FOR COMPLETE CODE APPROVED INSTALLATION. FOOTAGE SHOWN ON ELECTRICAL SINGLE LINES AND RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY AND ARE NOT FOR BIDDING PURPOSES OR MATERIAL TAKEOFF. ALL LOCATIONS OF EVERY EQUIPMENT, DEVICES, OUTLETS, ETC. SHALL BE VERIFIED PRIOR TO ROUGH-IN. 5. THE CONNECTION METHOD SHOWN IS FOR BIDDING PURPOSES. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FROM ACTUAL BUILDING SHOP DRAWING, THE CONNECTION SHOWN ON THOSE DRAWINGS. 6. ALL MATERIALS SHALL BE NEW (U.O.N.) AND OF THE SAME MANUFACTURER FOR EACH CLASS OF GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., AND N.E.M.A. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. 7. ALL CONDUITS SHALL BE CONCEALED WHERE PHYSICALLY POSSIBLE CONNECTIONS SHALL BE COMPRESSION TYPE ONLY. 8. CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES, O.S.H.A. AND THE PRESENTLY ADOPTED CALIFORNIA ELECTRICAL CODE (2022 CEC) . ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER (CEC 2022 SECTION110.12) 9. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE C.E.C. ARTICLE #250, AND SHOWN ON THE DRAWINGS. AT THE REQUEST OF AND IN THE PRESENCE OF THE AUTHORIZED INSPECTOR, THE CONTRACTOR SHALL PROVIDE SYSTEM RESISTANCE READINGS. 10. UNLESS NOTES OTHERWISE, CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, MARKED 24" ALONG IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUCTORS SHALL BE COPPER TYPE "THWN" (WET) OR "THHN" (DRY). DELIVER THE WIRE TO THE SITE IN UNBROKEN PACKAGES. ALUMINUM CONDUCTORS ARE NOT ALLOWED. 11. ALL CONDUIT ONLY (C.O.) SHALL INCLUDE A PULL WIRE. 12. ALL FEEDER AND BRANCH HOMERUNS GREATER THAN 100' SHALL BE INCREASED IN SIZE AS REQUIRED TO COMPENSATE FOR VOLTAGE DROP. VOLTAGE DROP SHALL NOT EXCEED 3%. 13. PROVIDE TYPEWRITTEN PANEL SCHEDULES ON NEW AND REVISED PANELBOARDS. 14. RE-USE EXISTING CIRCUIT BREAKERS IN PANELS. PROVIDE NEW AS REQUIRED BY SCHEDULES. 15. IDENTIFICATION NAMEPLATES SHALL BE MICARTA 1/8 INCH THICK AND OF APPROVED SIZE WITH BEVELED EDGES AND ENGRAVED WHITE LETTERS A MINIMUM OF 1/4 INCH HIGH ON BLACK BACKGROUND. NAMEPLATES SHALL BE PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER DISTRIBUTION SWITCHBOARDS OR PANELBOARDS, CENTERS, LIGHTING DISTRIBUTION PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS, TERMINAL CABINETS, ETC. ALL NAMEPLATES SHALL BE ATTACHED WITH SCREWS. PULL BOXES, JUNCTION BOXES AND DEVICE BOXES SHALL BE MARKED WITH A PERMANENT MARKER. 16. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXES SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE ARTICLE 314.16. 17. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ARCHITECT/ENGINEER. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS IN CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING, PATCHING, AND REFINISHED OF WALLS AND SURFACES WHEREVER IT IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR OR CEILING. 18. EXACT METHOD AND LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE UL APPROVED. 19. THE CONTRACTOR SHALL INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR SIZED PER CEC TABLE 250.122 IN ALL CONDUITS. 20. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AT THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID COORDINATION WHICH DIFFERS FROM THE WORK AS SHOWN ON THE DRAWINGS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT DURING BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 21. ROUTE EXPOSED CONDUIT AND CONDUIT AT CEILING SPACES PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. 22. ALL FUSE PROTECTION DEVICES OF ALL EQUIPMENT SHALL CONFORM TO THE LISTING OF THE NAMEPLATE RATING OF THE EQUIPMENT. 23. ALL EQUIPMENT DISCONNECT SWITCHES AND CONTROLLER LOCATIONS SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. 24. ALL EQUIPMENT, DEVICES, CONDUIT AND WIRING SHOWN ARE NEW UNLESS OTHERWISE NOTED. 25. PROVIDE PANEL CIRCUIT DIRECTORY AND FEEDER SOURCE IDENTIFICATION AT PANELBOARDS PER CEC 408.4. 26. EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL CONDUCTOR. 27. CONDUCTORS OF A MULTI-WIRE BRANCH CIRCUIT SHALL ORIGINATE FROM THE SAME PANELBOARD. THE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. TOTAL WATTAGE REMARKVOLTLAMP TYPEDESCRIPTION TYPE FIXTURE MANUFACTURER/ MODEL NUMBERSYMBOLS NOTES: 1. ALL LAMPS INCLUDED. 33.22x4 LED DLIGHT FIXTURE RECESSED IN T-BAR GRID CEILINGA LEDMVOLT 3.7SPEC: (MATCH BUILDING STANDARD) E100 SYMBOL LIST, GENERAL NOTES AND ABBREVIATIONS POWER, AND LIGHTING PLANS E101 E200 SINGLE LINE DIAGRAM AND PANEL SCHEDULES LED EXIT SIGN WITH 90 MINUTES EMERGENCY BATTERY BACK-UP 0-10V DIMMING. CONTROL BOX 3' - 1 0 " M A X . P A R A L L E L A P P R O A C H 2' - 1 0 " M A X . 3' - 6 " SWITCH, OUTLET, THERMOSTAT,2'-0" MAX. 3' - 8 " M A X . P E R P E N D I C U L A R A P P R O A C H TOP OF 2022 CBC 11B-308.2.1 2022 CBC 11B-308.3.1 2022 CBC 11B-308.2.2 2022 CBC 11B-308.3.2 SWITCH, OUTLET, THERMOSTAT, TOP OF CONTROL BOX TO BOTTOM 15"MIN OF BOX (4 ' - 0 " M A X . ) LIGHTING NOTES: CONTRACTOR TO INSTALL EXTRA HOT WIRE ALL THE WAY TO THE SOURCE FOR THE UNSWITCHED LEG, WHEREVER A LIGHT FIXTURE EQUIPPED WITH AN EMERGENCY BATTERY OCCURS. THE CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE CONTROL CABLE AS REQUIRED FOR COMPLETE INSTALLATION AND OPERATION. TELEPHONE AND DATA SYSTEM NOTES: TELEPHONE SYSTEM AND DATA NETWORKING AND CABLING SYSTEM IS AN OWNER FURNISHED SYSTEM. CONTRACTOR TO PROVIDE CONDUIT ONLY WITH PULL CORD. NOTE: SYMBOLS SHOWN ARE NOT NECCESARILY USED FOR THIS PROJECT. SAME AS TYPE "A" EXCEPT WITH 90 MINUTES EMERGENCY BATTERY BACK-UP AE LED277 SPEC: LITHONIA "STAK" #2x4-4000L-80CRI-35K-COL-MIN10-MVOLT (OR SIMILAR TO MATCH EXISTING) ET24 TITLE 24 LIGHTING AND MANDATORY MEASURES Sheet Title Sheet Number Project Number TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 DGC EXPANSION SUITE 640 TENANT PROJECT REVISIONS DESCRIPTION DATENO. DATE CHECKED DRAWN 1316 W. Norwood Street Rialto, CA 92377 Tel. (562) 299-4490 www.jps-electric.com JPS ELECTRIC, INC. These drawings and ideas are not to be reproduced, in whole, or in part, without the express written permission of 9/24/2025 XFMR TRANSFORMER - X - J J WALL MOUNTED COMBINATION TELEPHONE AND DATA DATA OUTLET, 15" TO BOTTOM OF DEVICE CONTRACTOR TO PROVIDE 1"C.O. STUB-UP TO CEILING SPACE. (PROVIDE 1"C.O. TO TELEPHONE BACKBOARD AND NETWORK CABINET WHERE EXPOSED CEILING OCCURRED.) WALL MOUNTED TELEPHONE 15" TO BOTTOM OF DEVICE WITH 3/4"C.O STUB-UP TO ACCESSIBLE CEILING SPACE. (PROVIDE 3/4"C.O. TO TELEPHONE BACKBOARD AND NETWORK CABINET WHERE EXPOSED CEILING OCCURRED.) EXISTING PARTIAL SINGLE LINE DIAGRAM SHOWN FOR REFERENCE ONLY 6TH FLOOR 5TH FLOOR (E)PLUG-IN BUS DUCT RISER 277/480V, 3Ø, 4W 7TH FLOOR (E) PNL "6H"(E) (E)400A 3P (C/B) (E)(E) (E) PNL "6A" GENERAL NOTES: 1. ALL LUGS SHALL BE RATED FOR A MINIMUM 75°F. 2. ALL NEW CIRCUIT BREAKERS SHALL MATCH THE EXISTING TYPE AND HAVE THE HIGHEST A.I.C. RATING. 3. THE MAXIMUM PERMITTED CROSS-SECTION FILLS OF SEALS SHALL NOT EXCEED 25% OF THE CROSS-SECTIONAL AREA OF A CONDUIT OF THE SAME TRADE SIZE UNLESS SPECIFICALLY APPROVED. (501.15(C)(6)). 4. ALL SWITCHBOARDS AND PANELBOARDS SUPPLIED BY A FEEDER SHALL BE MARKED TO INDICATE THE DEVICE OR EQUIPMENT WHERE THE POWER SUPPLY ORIGINATE. 2022 CEC ART. 408.4(B). 5. SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS, AND MOTOR CONTROL CENTERS THAT ARE IN OTHER THAN DWELLING OCCUPANCIES AND ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRICAL ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. 2022 CEC ART. 110.16. 1 Sheet Title Sheet Number Project Number TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 DGC EXPANSION SUITE 640 TENANT PROJECT REVISIONS DESCRIPTION DATENO. DATE CHECKED DRAWN 1316 W. Norwood Street Rialto, CA 92377 Tel. (562) 299-4490 www.jps-electric.com JPS ELECTRIC, INC. These drawings and ideas are not to be reproduced, in whole, or in part, without the express written permission of 9/24/2025 (E) (E) PNL "6D" NEW LOAD NEW LOAD (E) PNL "7H"(E) (E)400A 3P (C/B) (E) PNL "5H"(E) (E)400A 3P (C/B) E101 SEE PANEL SCHEDULES (E)XFMR"T6", 75KVA 480-120/208V, 3Ø, 4W NEW LOAD EXISTING ONE HOUR CORRIDOR SUITE 635 SUITE 640 EXISTING ONE HOUR CORRIDOR SUITE 630 N.I.C. N.I.C. N.I.C. N.I.C. SUITE 600 N.I.C. (E) (E) (E) (E) (E) LIMIT OF WORK EXISTING CONFERENCE 641 OPEN OFFICE 649 EXISTING RECEPTION 640 EXISTING TELCO 650 EXISTING BREAK 651 EXISTING OFFICE 642 EXISTING OFFICE 643 EXISTING OFFICE 644 EXISTINGOFFICE 645 EXISTINGOFFICE 646 OPENOFFICE 647 OPEN OFFICE 648 NEW OPENOFFICE 652 NEW OFFICE 653 NEW OFFICE 654 NEW OFFICE 655 NEW OFFICE 656 PASS WAY 1 (E)PNL'6A'(E)PNL'6H' 6A-29,31 6D-32 6D-34 3/4"C-4#12+2#12GRD T (E)PNL'6D' (E)XFMR'T6' (E)ELECT RM (E)BUS DUCT RISER OD OD OD OD J J J J J J J JA A A A A A A A A A A X A A A AE X (E)J LIMIT OF WORK A A 6H-3 OS1 SW1 PP1 Sheet Title Sheet Number Project Number TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 DGC EXPANSION SUITE 640 TENANT PROJECT REVISIONS DESCRIPTION DATENO. DATE CHECKED DRAWN 1316 W. Norwood Street Rialto, CA 92377 Tel. (562) 299-4490 www.jps-electric.com JPS ELECTRIC, INC. These drawings and ideas are not to be reproduced, in whole, or in part, without the express written permission of 9/24/2025 LINE VOLTAGE WALL SWITCH SENSOR, DUAL TECHNOLOGY, 0-10V DIMMER, OCCUPANCY SENSOR, ON-OFF TOGGLE W/RAISE/LOWER LV 12 FT RADIUS 360° WIRELESS BATTERY-POWERED CEILING SENSOR, PASSIVE DUAL TECHNOLOGY, MINI-LOW BAY 360° LENS SYMBOL DESCRIPTION VOLTAGE COVERAGE MAKE & MODEL 120/277POWER/RELAY PACK, NETWORKED VERSION, OCCUPANCY CONTROLLED DIMMING WIRELESS COMMUNICATION ACUITY BRANDS: nLIGHT AIR #RPP20 D EFP G2 ACUITY BRANDS: #WSXA PDT D WHOD120/277 ACUITY BRANDS: nLIGHT AIR #RPODBA DX WH G2 WIRELESS BATTERY-POWERED WALL SWITCH, ON-OFF, RAISE/LOWER DIMMING LV ACUITY BRANDS: nLIGHT AIR #RCMSB PDT 7 G2 LIGHTING NOTE: CONTRACTOR TO INSTALL EXTRA HOT WIRE ALL THE WAY TO THE SOURCE FOR THE UNSWITCHED LEG, WHEREVER A LIGHT FIXTURE EQUIPPED WITH AN EMERGENCY BATTERY OCCURS. EM SYSTEM IS CONSIDERED TO BE BATTERY PACK. FIXTURES ARE TO BE PROVIDED WITH 0-10V DIMMING POWER PACKS WHERE DIMMING IS REQUIRED. DAYLIGHT HARVESTING IS NOT PROVIDED, THE PRIMARY DAYLIGHT ZONE HAVING A TOTAL WATTAGE LESS THAN 120W. SECONDARY DAYLIGHT ZONE IS NOT PROVIDED, THE SECONDARY DAYLIGHT ZONE HAVING A TOTAL WATTAGE LESS THAN 120W. AUTOMATIC DEMAND RESPONSE IS NOT PROVIDED DUE TO THE TOTAL INSTALLED LIGHTING POWER OF THE PROJECT IS LESS THAN 4,000 WATTS. CONTROLLED RECEPTACLES ARE NOT PROVIDED. CONTROLLED RECEPTACLES FOR ALTERATION ARE NOT REQUIRED UNLESS IT IS ENTIRELY NEW OR COMPLETE REPLACEMENT OF THE DISTRIBUTION SYSTEM. (CALIFORNIA ENERGY CODE SECTION 141.0(b).2.p.(iv). 1. THE CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE CONTROL AND DIMMING CABLES AS REQUIRED FOR COMPLETE INSTALLATION AND OPERATION. 2. THE CONTRACTOR SHALL VERIFY QUANTITY/TYPE AND BEST PLACEMENT OF OCCUPANCY SENSORS WITH MANUFACTURER'S REPRESENTATIVE FOR 100% EFFECTIVE COVERAGE AND CODE COMPLIANT OPERATIONS. 3. MOUNT CEILING OCCUPANCY SENSORS AR LEAST 4 FEET FROM AIR SUPPLY REGISTER PER T24 CODE. 4. INCLUDE FACTORY AUTHORIZED STARTUP/PROGRAMMING AND END USER TRAINING. NOTES: POWER, AND LIGHTING PLANS E200 SCALE: 1/8" = 1'-0"NORTH SCALE: 1/8" = 1'-0"NORTH SW1 PP1 OS1 ET24 Sheet Title Sheet Number Project Number TOWER 1851 1851 E. First St. Santa Ana, Ca. 92705 DGC EXPANSION SUITE 640 TENANT PROJECT REVISIONS DESCRIPTION DATENO. DATE CHECKED DRAWN 1316 W. Norwood Street Rialto, CA 92377 Tel. (562) 299-4490 www.jps-electric.com JPS ELECTRIC, INC. These drawings and ideas are not to be reproduced, in whole, or in part, without the express written permission of 9/24/2025 COASTLINE DEVELOPMENT—/INC General Contractor 714-265-0250 License #485187 1/8/26 To Whom It May Concern: CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: Brian McCammon, an employee of Coastline Development, Inc., is hereby authorized to take out and sign for any Permits / Licenses and to sign up for any services needed for any of our projects. Thank you, Todd Layman President CITY OF SANTA ANA Planning and Building Agency ® DATE(MM/DD/YYYY) oRU CERTIFICATE OF LIABILITY INSURANCE NMM/AAI{IA.J THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON Ti CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSL REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSL If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require a this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: CONTACT Irvine Office SullivanCurtisMonroe Insurance Services (IRV) PHONE g49.250.7172 2010 Main Street E-MAIL Suite 700 ADDRESS: Irvine, CA 92614 INSURERS AFFORDING COVE Afww.SullivanCurtisMonroe.com License # OE83670 ,ucrraco e • Traualare Inrlannnitu r-n of r nni INSURED Coastline Development, Inc. 13911 Enterprise Drive Garden Grove CA 92843 ,F Iht=b $Y ;M_rpkkiW� I C E G INSURER(S), AUTHORIZED �Q1l 02! A statement endorser �w o�i�e t. A statement or, Date: Fac. Nei: 949.852.9762 of Amer COVFRAGFS CFRTIFICATF NIIMRFR- uar717az Qr-VISInN NUMRGe• NAIC # 25682 25674 22292 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LT R TYPE OF INSURANCE ADDL SUBR WyD POLICY NUMBER POLICY EFF MMIDD/YYYY) POLICY EXP (MMIDDNYYYI LIMITS A �/ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE M OCCUR CO-B4668891 7/1/2025 7/1/2026 EACH OCCURRENCE $1000000 DAMAGE TO PREMISES EaEoccurrence) $ 300 000 MED EXP (Any one person) $ 5 000 PERSONAL & ADV INJURY $1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECOT- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2 000 000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED F SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BA-B4668669 7/1/2025 7/1/2026 COMBINED $1 OO0000 / BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ A �/ UMBRELLALIAB EXCESS LIAB OCCUR CLAIMS -MADE CUP-B4681993 7/1/2025 7/1/2026 EACH OCCURRENCE $5000000 H AGGREGATE $ 5 00O 000 DED I ✓ RETENTION$0 $ B W IRKERSCOMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? a (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA UB-C2318577 1/1/2026 1/1/2027 PER OTH- ✓ STATUTE ER E.L. EACH ACCIDENT $1 000 000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $ 1 OOO O00 C Rented & Leased Equipment RH3J7505-00 3/27/2025 3/27/2026 Limit: $50,000 / $1,000 Deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) licm I Irm m I c nULUCK GANGtLLA I IUN Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Michael Punt ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 88571763 1 COASTDEV 1 25-26 GL, Auto, XLS, Poll I Carmen Vacio 1 12/26/2025 10:30:45 AM (PST) I Page 1 of 2 dftk TravielersPro�tyCCa �t �'� I ENDORSEMENT WC POLICY NUMBER: UB-C2318577 CITY OF SANTA ANA Planning and Building Agency Anv 12/26/20J(pproved FOR PERMIT ISSUANCE COMPENSATION AND M&'D: POLICY WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - CALIFORNIA (BLANKET WAIVER) (00) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be % of the California workers' compensation pre- mium otherwise due on such remuneration. Schedule Person or Organization Job Description Evidence of Insurance 88571763 1 COASTDEV 1 25-26 GL, Auto, XLS, Poll I Carmen Vacio 1 12/26/2025 10:30:45 AM (PST) I Page 2 of 2 CITY OF SANTA ANA Planning and Building Agency CTORS CSC a STAT ONTE L CENSE BOARD A TIVE LIC*E�rO .,>w., A85187 FOR PERUU65�UANCE COASTLINE DEVELOPMENT INC Master ID: B Date: e.w.r.n o.. OW-112026 WWW CSID Ca oov Any change of business addressiname must be reported to the Registrar within 90 days This license is not transferrable, and shall be returned to the Registrar upon demand when suspended. revoked or invalidated for any reason This pocket card is valid through the expiration date only it rouno eroo in any maaoox Postage guaranteed by Contractors State License aoaro P O aoy 26000 Sacramento CA 9W26 L-censee Signature CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE ACKNOWLEDGMENT Master ID: Date: • - A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ���� ) County of On before me, Vilvn Volt lA t�FJ b , Notary Public i sert name of the officer personally appeared I UUl(A ICA,rI who proved to me on the basis of satisfactory evidence be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand Signature `" bf/ T V v (Seal) YAILYN CARCIA LOPEZ COMM. #2412033 z t ®► Notary Public • California z z Orange County My Comm. Ex Tres Aug. 1, 2026 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs