The URL can be used to link to this page

Home My WebLink About1601 W 17th St #C - PlanPROJECT LOCATION VICINITY MAP ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL T1.1 TITLE SHEET JOINT JOIST KITCHEN LAMINATED LAVATORY LAUNDRY POUND LINEN LAG BOLT LUMINOUS CEILING MANUFACTURER MATERIAL MACHINE BOLT MEDICINE CABINET MAXIMUM MECHANICAL MASONRY OPENING MINIMUM METAL MOUNTED NUMBER NOT TO SCALE NOT IN CONTRACT ON CENTER POST BASE PROPERTY LINE PLATE PLASTIC LAMINATE PLUMBING PLYWOOD PAIR PORTLAND CEMENT CONCRETE POUNDS PER SQUARE INCH POUNDS PER SQUARE FEET PRESSURE TREATED REQUIRED RISER ROOF DRAIN REDWOOD RAFTER/CEILING JOIST RAFTER JOIST RESAWN REFRIGERATOR REINFORCING ROOM SOLID CORE SMOKE DETECTOR SECTION SQUARE FOOT SHEET SHOWER SIMPSON SIMIALR SHELF & POLE SPECIFICATIONS SQARE STEEL STANDARD STORAGE SURFACE FOUR SIDES TREAD TOWEL BAR TOP & BOTTOM TEMPERED TEMPERED GLASS THROUGH TENANT IMPROVEMENT TOP OF CURB TOP OF SLAB TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL GRAIN DOUGLAS FIR VENT THROUGH ROOF VENT THROUGH WALL VERTICAL WASHER WAINSCOT WOOD WATER CLOSET WROUGHT IRON WIDE FLANGE WATER HEATER WATER PROOFING WEATHER RESISTIVE FLOW LINE FLOOR FLUSH HEADER FIELD NAIL FIXED GLASS FACE OF BEAM FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FOOTING GUAGE GALVANIZED IRON GLUE LAMINATED BEAM GLASS GROUND FAULT INTERCEPTOR GRADE GYPSUM DRY WALL BOARD HOSE BIBB HANDICAPPED HOLLOW CORE HOLD DOWN HEADER HARDWOOD HEIGHT HOT WATER HORIZONTAL HOUR INTERNATIONAL CONFERENCE INSULATION INTERIOR OF BUILDING OFFICIALS CABINET COLUMN BASE COLUMN CAP CUBIC FEET PER MINUTE CAST IRON CEILING JOIST CEILING CLOSET CLEAR CENTER LINE CONCRETE MASONRY UNIT CLEAN OUT COLD WATER COLUMN CONCRETE CONTINUOUS CERAMIC TILE CUBIC FEET CUBIC INCHES CUBIC YARD DRYER DECOMPOSED GRAVEL DIAMETER DOWN DOWN SPOUT DOUBLE DRAWING EACH ELECTRICAL ELEVATION EDGE NAIL EQUAL ETCETERA EXTERIOR EXISTING FORCED AIR UNIT FOUNDATION FINISH FINISH FLOOR FINISH GRADE FLOOR JOIST INTERNATIONAL BUILDING CODE METER POWDER HOLLOW METAL JT. JST KIT. LAM. LAV. LAUND. LB. or # LIN. L.B. LUM. CLG. MFR. MAT. M.B. M.C. MAX. MECH. M.O. MIN. MTL MTD NO. or # N.T.S. N.I.C. O.C. P.B. P.L. PL. P.LAM. PLUM'G PLYWD PR P.C.C. P.S.I. P.S.F. P.T. REQ. R. R.D. RDWD R./C.J. R.J. RSWN REF. REINF. RM S.C. S.D. SEC. SF SHT SHWR SIMP. SIM. S. & P. SPECS SQ. STL STD STOR. S4S T. T.B. T. & B. TEMP. T.G. THRU. T.I. T.O.C. T.O.S. T.O.W. TYP. U.N.O. V.G.D.F. V.T.R. V.T.W. VERT. W. WAINS. WD W.C. W.I. W.F. W.H. W.P. W.R. F.L. FLR FL. HDR. F.N. F.G. F.O.B. F.O.C. F.O.F. F.O.M. F.O.S. FTG GA. G.I. GLU. LAM. GL. G.F.I. GR. GYP. BD. H.B. HC. H.C. H.D. HDR HDWD HT. H.W. HORIZ. HR I.C.B.O. INSUL. INT. @ A.C. ADJ. ALUM. ASTM. BDRM BLK BLDG BM B.N. BOT. CAB. C.B. C.C. C.F.M. C.I. C.J. CLG. CLOS. CLR C.L. C.M.U. C.O. C.W. COL. CONC. CONT. C.T. CU. FT. CU. IN. CU. YD. D. D.G. DIA. DN D.S. DBL DRWG EA. ELEC. ELEV. E.N. EQ. ETC. EXT. EXISTG F.A.U. FNDTN FIN. F.F. F.G. F.J. I.B.C. MTR PWDR H.M. AT ASPHALTIC CONCRETE ADJUSTABLE ALUMINUM AMERICAN SOCIETY OF TESTING MATERIALS BEDROOM BLOCK OR BLOCKING BUILDING BEAM BOUNDARY NAIL BOTTOM ADDIT'L ADDITIONAL TONGUE & GROVET. & G. TIGHT KNOTT.K. BLW BELOW ABV ABOVE A.F.F.ABOVE FINSIH FLOOR A.F.G.ABOVE FINISH GRADE A.G.ABOVE GRADE A.E.G.ABOVE EXISTING GRADE GYPSUM DRY WALL BOARDGPDW WATER SOFTENERW.S. MOISTURE RESISTIVEM.R. VAPOR RETARDERV.R. ABBREVIATIONS PROJECT NAME:CALIFORNIA CREDIT UNION - SANTA ANA BRANCH PROJECT ADDRESS:1601 West 17th Street, Suite C, Santa Ana, CA 92706 OWNER:GGF Bristol, LLC (Managed by GASKA, Inc.) TENANT:California Credit Union A.P.N:399-121-38 LEGAL DESCRIPTION:P BK 293 PG 38 PAR 12 ZONING:C2 (General Commercial) PROJECT DATA OWNER GGF Bristol, LLC (Managed by GASKA, Inc.) 100 W. Broadway, Suite 950 Glendale, CA 91210 TENANT California Credit Union 701 N Brand Blvd Glendale, Ca 91203 ARCHITECT Howard Anderson ARCHITECTURE 2194 Carmel Valley Road Del Mar, Ca 92014 MECHANICAL / PLUMBING Pacific Rim Mechanical Contractors, Inc. 9125 Rehco Road San Diego, Ca 92121 ELECTRICAL H+W Engineering, Inc. 1810 Gillespie Way, Suite 207 El Cajon, Ca 92020 CONTRACTOR G.L. Foster Construction, Inc. 2603 Nansen Avenue San Diego, Ca 92122 PROJECT TEAM Contact: Ara Koukouzian 818.956.7599 x111 Contact: Jeff Geremia 818.291.5496 Contact: Jaime Bernal 858.232.3030 Contact: Daniel Huizar 562.719.6356 Contact: Bryan Wayne 619.659.8234 Contact: Greg Foster 858.455.7755 2,715 SF OF TENANT IMPROVEMENTS FOR NEW CREDIT UNION BRANCH IN EXISTING SINGLE STORY COMMERCIAL BUILDING. NO CHANGE IN OCCUPANCY IS PROPOSED. THE PROPOSED PROJECT CONSISTS OF THE FOLLOWING: EXTERIOR ·NO EXTERIOR LANDSCAPE, HARDSCAPE MODIFICATIONS ARE PROPOSED. ·EXTERIOR BUILDING FACADE CHANGES LIMITED TO MODIFYING 39 SF OF EXISTING STOREFRONT TO PROVIDE FOR NEW ATM LOCATION. ·ADDITION OF (1) NEW ROOF MOUNTED HEAT PUMP FOR NEW SPLIT UNIT BEHIND EXISTING PARAPET PER MECHANICAL DRAWINGS. ·ADDED SITE LIGHTING FIXTURES PER ELECTRICAL DRAWINGS TO COMPLY W/ STATE ATM LIGHTING REQUIREMENTS. INTERIOR ·DEMO OF ALL EXISTING WALLS, CEILINGS AND FLOORING AS SHOWN ON DEMO FLOOR PLAN. ·NEW WALLS THROUGHOUT PER FLOOR PLAN. ·NEW CEILINGS THROUGHOUT PER REFLECTED CEILING PLAN ·NEW MECHANICAL, ELECTRICAL AND PLUMBING PER MEP DRAWINGS. ·MODIFY (2) EXISTING NON-ACCESSIBLE SINGLE OCCUPANT ALL-GENDER RESTROOMS TO PROVIDE (1) ACCESSIBLE AND (1) NON-ACCESSIBLE SINGLE OCCUPANT ALL-GENDER RESTROOMS. DETAILED SCOPE OF WORK ARCHITECTURAL T1.1 TITLE SHEET T1.2 EGRESS PLAN A0.1 OVERALL SITE PLAN A0.2 ACCESSIBLE PARKING PLAN & SITE DETAILS D1.1 DEMO FLOOR PLAN A1.1 FLOOR PLAN A1.2 REFLECTED CEILING PLAN A2.1 INTERIOR ELEVATIONS A2.2 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS (EXISTING & NEW) A4.1 ARCHITECTURAL DETAILS A4.2 ARCHITECTURAL DETAILS MECHANICAL M001 MECHANICAL - LEAD SHEET M002 MECHANICAL - SCHEDULES MT01 MECHANICAL - TITLE 24 M100 MECHANICAL - ZONE PLAN M200 MECHANICAL - DEMOLITION FLOOR PLAN M201 MECHANICAL - DEMOLITION ROOF PLAN M300 MECHANICAL - NEW WORK FLOOR PLAN M301 MECHANICAL - NEW WORK ROOF PLAN M500 MECHANICAL - DETAILS M501 MECHANICAL - DETAILS & DIAGRAMS PLUMBING P001 PLUMBING - LEAD SHEET & SCHEDULES P200 PLUMBING - DEMOLITION WASTE & VENT PLAN P201 PLUMBING - DEMOLITION WATER & GAS PLAN P300 PLUMBING - NEW WORK WASTE & VENT PLAN P301 PLUMBING - NEW WORK WATER & GAS PLAN P500 PLUMBING - DETAILS ELECTRICAL E001 ELECTRICAL NOTE SHEET E002 LIGHTING FIXTURE SCHEDULE & DETAILS E003 LIGHTING CONTROL DIAGRAMS E004 TITLE 24 - INDOOR LIGHTING E100 OVERALL SITE PLAN E101 SITE LIGHTING & PHOTOMETRICS PLAN E102 DEMOLITION FLOOR PLAN E201 LIGHTING PLAN E202 EGRESS PHOTOMETRIC PLAN E301 POWER PLAN E302 ROOF POWER PLAN E401 SINGLE LINE DIAGRAM & PANEL SCHEDULES E501 ELECTRICAL SPECIFICATIONS E502 ELECTRICAL SPECIFICATIONS SHEET INDEX 42 SHEETS 0 0 Z Z GRID SYMBOL 0 A0.0 A0.0 A A0.0 DETAIL CUT BUILDING SECTION EXTERIOR ELEVATION NORTH ARROW KEYNOTE SYMBOL REVISION SYMBOL (DELTA) WINDOW SYMBOL DOOR SYMBOL INTERIOR ELEVATION FIXTURE SYMBOL0 WALL TYPE SYMBOL0 A0.0 WALL SECTION 0 0 0 ROOM NAME & NUMBER 0 A0.0 BD A C 101 RETAIL SYMBOLS PROJECT SHALL COMPLY WITH THE COUNTY OF RIVERSIDE ADOPTED CODES, INCLUDING THE FOLLOWING: ·2025 CALIFORNIA BUILDING CODE (CBC) ·2025 CALIFORNIA MECHANICAL CODE (CMC) ·2025 CALIFORNIA PLUMBING CODE (CPC) ·2025 CALIFORNIA ELECTRICAL CODE (CEC) ·2025 CALIFORNIA GREEN BUILDING CODE (CGBC) ·2025 CALIFORNIA FIRE CODE (CFC) ·2025 CALIFORNIA ENERGY CODE ·CITY OF SANTA ANA MUNICIPAL CODE EXISTING / PRIOR USE:OFFICE (INSURANCE) EXISTING / PRIOR OCCUPANCY:B (OFFICE) PROPOSED USE:BANK (CREDIT UNION) PROPOSED OCCUPANCY:B (OFFICE) CONSTRUCTION TYPE:V-B SPRINKLERS:YES STORIES:1 HEIGHT:24'-0" PROJECT AREA:2,715 SF EXISTING BUILDING AREA:20,160 SF OCCUPANT LOAD:SEE SHEET T1.2 BUILDING CODE ANALYSIS California C R E D I T U N I O N SANTA ANA BRANCH 1601 West 17th Street, Suite C Santa Ana, CA 92706 Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage EGRESS PLAN 1 T1.2 5' - 8 " C L R EG R E S S W I D T H EXIT 1 9 OCCUPANTS TOTAL OCCUPANT LOAD 9.01 (FRONT-OF-HOUSE) + 6.67 (BACK-OF-HOUSE) ≈ 16 OCCUPANTS 1 EXIT REQUIRED 2 EXITS PROVIDED LONGEST TRAVEL DISTANCE 'B' ALLOWED = 300' (Sprinklered / B Occ.) PROPOSED = 78'-9" ALL-GENDER 53 SF JANITOR 18 SF WORK 85 SF IDF 43 SF VAULT 96 SF TELLER AREA 198 SF CIRCULATION 254 SF OFFICE 100 SF OFFICE 110 SF ATM 50 SF CUSTOMER SERVICE AREA 1,351 SF Front-of-House 1 Occ. / 150 SF Gross Occupant Load 1,351 SF /150 = 9 Occupants KITCHENETTE 205 SF ALL-GENDER 48 SF Back-of-House 1 Occ. / 150 SF Gross Occupant Load 1,000 SF /150 = 6.67 7 Occupants A / B A B LONGEST TRAVEL DISTANCE 'A' ALLOWED = 300' (Sprinklered / B Occ.) PROPOSED = 102'-7" EXIT 2 7 OCCUPANTS 2' - 1 0 " C L R EG R E S S W I D T H 1/4"=1'-0" T1.2 EGRESS PLAN ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1 A1.1 1 NORTH SITE PLAN 1 A0.1 Check ScannerCheck Printer Doc Printer Ch e c k Sca n n e r Ch e c k Prin t e r Do c Prin t e r Storage Storage Storage PROJECT AREA W. 17TH STREET 1601 W. 17th Street 1 A0.2 ACCESSIBLE PARKING / ACCESS 1545 W. 17th Street 1523 W. 17th Street 1501 W. 17th Street 1441 W. 17th Street SITE PLAN LEGEND PROPERTY LINE ACCESSIBLE PATH OF TRAVEL TO BUILDING ENTRANCE. ACCESSIBLE PATH OF TRAVEL TO BUILDING ENTRY ACCESSIBLE PATH OF TRAVEL TO BUILDING ENTRY ACCESSIBLE PATH OF TRAVEL TO BUILDING ENTRY LOCATION OF NEW CITY APPROVED FIRE SERVICE BACKFLOW DEVICE (DOUBLE CHECK DETECTOR ASSEMBLY) TO BE INSTALLED PER CITY STANDARDS BY PROPERTY OWNER, UNDER SEPERATE PERMIT. THIS SHALL BE INSTALLED PRIOR TO FINAL INSPECTIONS. 6'-0"+/-18' +/ - 1 2 ' 6' - 0 " 48" CLR MIN. EXISTING RAMP W/ MAX 1:12 SLOPE AND HANDRAILS @ 34" A.F.F. IN COMPLIANCE W/ SEC. 11B-505. 1601 BUILDING PARKING ANALYSIS EXISTING PARKING SPACES: 97 Total Required Accessible Spaces: 4 Total Provided Accessible Spaces: 4 Required Van Accessible Spaces: 1 Provided Van Accessible Spaces: 1 1 2 EXISTING ACCESSIBLE PARKING SPACE TO REMAIN. EXISTING VAN ACCESSIBLE PARKING SPACE TO REMAIN. SITE PLAN KEYNOTE LEGEND 1 1 2 EXISTING FIRE RISER ROOM EXISTING FIRE DEPARTMENT CONNECTION (FDC) 2 1/32"=1'-0" A0.1 OVERALL SITE PLAN ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r EXISTING ACCESSIBLE PARKING / ACCESS PLAN 1 A0.2Scale: 1/4" = 1'-0" 18'-0" 9' - 0 " VAN ACCESSIBLE PARKING SPACE SIGN (TYP.). SEE DTL 2/A0.2. 3" WIDE ACCESSIBLE PARKING ISLE / STALL STRIPING (TYP.). EXISTING DSA-AC APPROVED TRUNCATED DOME DETECTABLE WARNING PER DTL 4/A0.2.. NOTE: ACCESSIBLE PARKING SPACE AND LOADING AREA NOT TO EXCEED 2% IN ANY DIRECTION ACCESSIBLE PATH OF TRAVEL TO BUILDING ENTRY EXISTING CONCRETE WHEEL STOP TO REMAIN. Existing Ramp MAX. 1:12 SLOPE EXISTING ACCESSIBLE SYMBOL STRIPING PER DTL 3/A0.2. PROVIDE MIN. 30x48 CLEAR SPACE OF FOR ACCESSIBILITY. CROSS SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION ACCESSIBLE PATH OF TRAVEL FROM PUBLIC SIDEWALK (SEE SHEET A0.1) 8' - 0 " 9' - 0 " ACCESSIBLE PARKING SPACE SIGN (TYP.). SEE DTL 2/A0.2. ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL AS NOTED A0.2 ACCESSIBLE PARKING PLAN & SITE DETAILS ACCESSIBLE PARK'G STALL SIGN 6' - 8 " A B O V E A D J A C E N T G R A D E 1" = 1'-0" 2 A0.2 EXISTING CONCRETE PAVING REFLECTORIZED PORCELAIN SIGN ON STEEL, BEADED TEXT OR EQUAL. CENTER AT INTERIOR END OF ACCESSIBLE PARKING STALL. TEXT TO BE 1" WHITE BLOCK LETTERS ON BLUE BACKGROUND (TYP.). WHITE SYMBOLS & LETTERS ON BLUE BACKGROUND. NOTE: AT STANDARD ACCESSIBLE PARKING STALLS ONLY. STANDARD ACCESSIBLE SIGN MINIMUM FINE $250 PARKING ONLY VAN ACCESSIBLE VAN ACCESSIBLE SIGN MINIMUM FINE $250 PARKING ONLY CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THIER BACKGROUNDS, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 36" 36 " TYPICAL HANDICAPPED SYMBOL 3/4" = 1'-0" 3 NOTE: A0.2 36" 36 " TRUNCATED DOMES 3/8" = 1'-0" 4 A0.2 36 " M I N . I N T H E D I R E C T I O N OF P A T H O F T R A V E L NOTE: DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMSSTD-595A. 2. 3 " M I N . - 2 . 4 " MA X O . C . BASE DIAMETER: MIN. 0.9", MAX. 0.92" TOP DIAMETER: MIN. 0.45, MAX. 0.47 1/ 4 " M A X . 1:1 SLOPE MAX. SECTION A A 0. 2 " 0. 6 5 " M I N . SP A C I N G DEMO FLOOR PLAN 1 D1.1 DEMO PLAN NOTES 1.EXISTING FIRE SPRINKLER SYSTEM & PIPING TO REMAIN. DEMO PLAN LEGEND EXISTING WALL TO BE REMOVED FLOOR TO CEILING EXISTING WALL TO REMAIN EXISTING DOOR TO BE REMOVED. EXISTING WINDOW TO BE REMOVED. EXISTING DOOR TO REMAIN. EXISTING WINDOW TO REMAIN. DEMO PLAN KEYNOTES 1 EXISTING ELECTRICAL SUBPANEL TO REMAIN. 2 3 REMOVE EXISTING TILE FLOORING. REMOVE EXISTING CARPET FLOORING. 4 EXISTING STOREFRONT PANEL TO BE REPLACED TO ALLOW FOR NEW ATM PASS-THRU. 1 2 2 3 3 3 3 4 1 A2.3 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" D1.1 DEMO FLOOR PLAN Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage FLOOR PLAN 1 A1.1 FLOOR PLAN KEYNOTES FLOOR PLAN GENERAL NOTES WALLS: FLOOR PLAN LEGEND EXISTING INTERIOR DEMISING WALL TO REMAIN. 1 2 3 4 DOORS: PROVIDE GARBAGE DISPOSAL @ SINK. ELECTRICAL PER ELECTRICAL DWGS. 24" MICROWAVE DRAWER. PROVIDE POWER PER ELECTRICAL DWGS. COFFEE MACHINE. PROVIDE ELECTRICAL PER ELECTRICAL DWGS. PROVIDE WATER LINE PER PLUMBING DWGS. HOT/COLD WATER DISPENSER. PROVIDE ELECTRICAL PER ELECTRICAL DWGS. PROVIDE WATER LINE PER PLUMBING DWGS. 36" REFRIGERATOR/FREEZER SHALL COMPLY W/ ACCESSIBILITY REQUIREMENTS PER SEC. 11B-804.6.6. PROVIDE ELECTRICAL PER ELECTRICAL DWGS. 5 6 PROVIDE NEW MOP SINK PER PLUMBING DWGS. 7 8 DIRTT PARTITION & DOOR SYSTEM TO BE INSTALLED PER MFR. SEE INTERIOR ELEVATIONS FOR ADD'L INFO. 1.PATCH, CLEAN & PAINT ALL EXISTING WALLS DAMAGED WITHIN EXTENT OF CONSTRUCTION AND PROVIDE LEVEL 4 FINISH. 2.ALL NEW CIRCUITS SHALL BE LABELED ON THE ASSOCIATED BUILDING ELECTRICAL PANEL DIRECTORIES. 3.PROVIDE W.R. GYP. BD @ ALL RESTROOM LOCATIONS. 9 WOOD DECORATIVE WALL PANELS. SPEC: DUCHATEAU 'KUADRA' COLOR: STOUT OR AMERICAN WALNUT (CONFIRM W/ CCU) 10 EXISTING ELECTRICAL PANEL TO REMAIN. SEE ELECT. DWGS. FOR ADD'L INFO. 11 LOCATION OF TCR (TELLER CASH RECYCLER). PROVIDE DATA & POWER PER ELECT. DWGS. 12 PROVIDE MIN. 30x48 CLEAR SPACE OF FOR ACCESSIBILITY. 15 NEW LED DISPLAY. PROVIDE BACKING & POWER/DATA PER ELECT. DWGS. 16 VAULT LOCATION. CONFIRM VAULT SPEC AND LOCATION W/ OWNER PRIOR TO INSTALLATION. 17 FURNITURE SYSTEMS PROVIDED BY PARRON HALL. PROVIDE POWER AND DATA PER FURNITURE REQUIREMENTS. FURNITURE SYSTEMS SHALL COMPLY WITH ACCESSIBLE REQUIREMENTS FOR ELECT. OUTLETS AND OPERABLE PARTS. E1 EXISTING 6'-0" x 7'-0" EXTERIOR STOREFRONT DOOR TO BE RE-USED. PROVIDE PANIC HARDWARE. PROVIDE AUTOMATIC DOOR OPENER & PUSH BUTTON PER KEYNOTE #21. NOTE: Door & Operator shall be such that in the event of power failure, the door is capable of being opened manually to permit means of egress travel, per section 1010.3.2. 1 NEW 3'-0" x 8'-0" BULLET RESISTANT PAINT GRADE DOOR. PROVIDE CARD KEY ENTRY ACCESS PER CCU. ACCESS IN THE DIRECTION OF EGRESS TO BE MAINTAINED AT ALL TIMES. FINISH: PAINT, COLOR TBD, HARDWARE: SCHLAGE AL SERIES LEVER W/ 'STOREROOM' FUNCTION. 2 NEW 3'-0" x 10'-0" ALUM/GLASS DOOR BY DIRTT. FINISH: BY DIRTT, HARDWARE: SCHLAGE AL SERIES LEVER W/ 'PRIVACY' FUNCTION. 3 NEW 3'-0" x 8'-0" PAINT GRADE S.C. WOOD DOOR. PROVIDE CARD KEY ENTRY ACCESS PER CCU. WHERE CARD KEY PROVIDED, ACCESS IN THE DIRECTION OF EGRESS TO BE MAINTAINED AT ALL TIMES. FINISH: PAINT, COLOR TBD. HARDWARE: SCHLAGE AL SERIES LEVER W/ 'STOREROOM' FUNCTION. 4 NEW 3'-0" x 7'-0" PAINT GRADE S.C. WOOD DOOR. FINISH: PAINT, COLOR TBD. HARDWARE: SCHLAGE AL SERIES LEVER W/ 'PRIVACY' FUNCTION. EXISTING EXTERIOR 2x6 WOOD FRAMED WALL TO REMAIN. WALL TYPE A - NEW NON-RATED WALL: 2-1/2" MTL STUDS (250S125-30) @ 16" O.C. W/ 5/8" TYPE 'X' GYP. BD EACH SIDE & R-11 BATT INSULATION. EXTEND 6" ABOVE ADJACENT CEILING(S). FINISH: LEVEL 4 TEXTURE & PAINTED PER OWNER. DTL 1/A4.1 18 PROVIDE TACTILE EXIT SIGNAGE REQUIRED PER CBC SEC. 1013.4. 19 NEW SEMI RECESSED FIRE EXTINGUISHER. POTTER ROEMER, MODEL 7000 SERIES STEEL CABINET, WHITE FINISH W/ MODEL 3005 ABC DRY CHEMICAL FIRE EXTINGUISHER. 20 LOCATION OF SHRED BIN, N.I.C. 21 LOCATION OF NEW ACCESSIBLE AUTOMATIC DOOR OPENER PUSH BUTTON ASSEMBLY FOR MAIN FRONT ENTRY (DOOR E1). INSTALL PER MFR W/ TOP OF BUTTON HEIGHT NOT TO EXCEED 48" ABOVE ADJACENT FLOOR SURFACE. FINISH LEGEND FLOORING: PCT1 - PORCELAIN TILE - MFR: Fiandre, Collection: Fjord (SL R10), COLOR: Gray, SIZE: 24x48 VENDOR: Versatile Surfaces, CONTACT: Timur Okcuoglu, TEL: (858) 337-1754, EMAIL: timur@versatilesurfaces.com PCT2 - PORCELAIN TILE - MFR: Fiandre, Collection: Fjord (SL R10), COLOR: Gray, SIZE: 12x24 VENDOR: Versatile Surfaces, CONTACT: Timur Okcuoglu, TEL: (858) 337-1754, EMAIL: timur@versatilesurfaces.com VCT1 - VINYL COMPOSITION TILE (VCT) - MFR: Armstrong, Collection: ____, COLOR: ____, SIZE: ____ CPT1 - CARPET TILE - MFR: Milliken, Collection: Southern Analog, Pattern: Pinhole, Color: PH415 Tilt 1 2 3 4 13 NEW ACCESSIBLE ATM. PROVIDE POWER AND DATA PER ELECT. DWGS. THE HIGHEST OPERABLE POINT OF ATM SHALL NOT EXCEED 48" (FROM EXTERIOR SIDE OF OPERATION) AND SHALL COMPLY W/ ACCESSIBILITY REQUIREMENTS OF SEC. 11B-707. 14 LOCATION OF SERVER RACK. PROVIDE DATA & POWER PER ELECT. DWGS. 22 EXTERIOR DOOR LANDING AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER SEC. 1010.1.4. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" PER SEC. 1010.1.6. SEE SITE PLAN FOR ACCESSIBLE PATH OF TRAVEL. LOCATION OF COPIER/PRINTER. PROVIDE DATA & POWER PER ELECT. DWGS. 23 MIN. 30x48 CLEAR SPACE AT NEW ATM FOR ACCESSIBILITY. AREA SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER SEC. 1010.1.4. SEE SITE PLAN FOR ACCESSIBLE PATH OF TRAVEL. 24 INFILL EXISTING ALUMINUM STOREFRONT GLAZING SYSTEM TO MATCH EXISTING. DTL 1/A4.1 WALL TYPE A - NEW NON-RATED WALL: 3-5/8" MTL STUDS (362S125-30) @ 16" O.C. W/ 5/8" TYPE 'X' GYP. BD EACH SIDE & R-11 BATT INSULATION. EXTEND 6" ABOVE ADJACENT CEILING(S). FINISH: LEVEL 4 TEXTURE & PAINTED PER OWNER. LOBBY 101 ATM 102 OFFICE #1 103 TELLERS 104 WORK #1 105 VAULT 110 OFFICE #2 106 IDF 111 BREAK 112 ALL-GENDER (NON-ACCESSIBLE) 115 ALL-GENDER (ACCESSIBLE) 116 JANITOR / STORAGE 117 FSR #3 Ch e c k S t a n d Queue 1 A2.1 C D B A 4 A2.1 A FSR #2 FSR #1 2 A2.1 A 3 A2.1 A B 1 A2.2 Waiting 8'-0" 1 1 2 2 2 3 3 4 4 4 4 3 2 2 1 2 3 4 5 6 7 8 8 1 1 3 4 4 3 35 9 9 10 11 12 13 14 16 17 17 17 17 1819 20 23 22 24 15 21 11'-1" 10 ' - 3 " 14 ' - 5 " 6' - 0 3 8" 4' - 1 1 1 4" 6'-71 4"4'-5"10'-41 2" 2'-6" 2 A2.3 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" A1.1 FLOOR PLAN 1 A1.2 SP SP REFLECTED CEILING PLAN 5/8" LEVEL 4 TEXTURED & PAINTED GYPSUM DRYWALL CEILING ON MTL FRAMING. NEW 4" RECESSED LED LIGHT. SEE ELECT. DWGS. FOR ADD'L INFO. REFL. CEILING PLAN LEGEND NEW CEILING MOUNTED EXIT SIGN PER ELECT. DWGS. NEW 24" x 24" SUPPLY AIR DIFFUSER. SEE MECH. DWGS. FOR ADD'L INFO. NEW 24" x 24" RETURN AIR REGISTER PER MECHANICAL. NEW 24" x 24" LIGHT FIXTURE. SEE ELECT. DWGS. FOR ADD'L NFO. 1 EXISTING HARD LID CEILING TO REMAIN. 2 NEW STEEL STUD AND GYP. BD. SOFFIT. 3 EXISTING ROOF ACCESS HATCH & LADDER TO REMAIN. NEW 8' LED STRIP PENDANT FIXTURE. SEE ELECT. DWGS FOR ADD'L INFO. REFL. CEILING PLAN GENERAL NOTES 1.EXISTING CEILING GRID, ACOUSTICAL TILE, SUPPLY AIR DIFFUSERS, RETURN AIR REGISTERS, & LIGHTS TO BE REMOVED. 2.SEE MECHANICAL & ELECTRICAL DRAWINGS FOR ASSOCIATED OVERHEAD WORK. REFL. CEILING PLAN LEGEND NEW 2'x2' SUSPENDED CEILING GRID WITH ACOUSTICAL TILES. SEE SHEET A4.1 FOR DETAILS. TILE: 24x24 'ARMSTRONG' OPTIMA 9/16" SQUARE TEGULAR (CLASS A RATED) GRID: 'ARMSTRONG' SILHOUETTE 1/8" REVEAL. +11'-0" LOBBY 101 +10'-0" ATM 102 +10'-0" OFFICE #1 103 +11'-0" TELLERS 104+10'-0" WORK #1 105 +10'-0" VAULT 110 +10'-0" OFFICE #2 106 +10'-0" IDF 111 +10'-0" BREAK 112 +8'-0" (Existing) ALL-GENDER 115 +8'-0" (Existing) ALL-GENDER 116 +10'-0" JANITOR 117 +9'-6" +9'-6" +10'-0" ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" A1.2 REFLECTED CEILING PLAN LOBBY 1 A2.1 2' - 1 0 " 2' - 2 " 3' - 0 " 8' - 0 " 6' - 4 " ( V e r i f y w / R e f . S p e c ) 1' - 8 " 9' - 6 " V . I . F . 1' - 6 " 11 ' - 0 " 2' - 9 " 2' - 1 0 " 2' - 2 " 3' - 0 " 8' - 0 " 1 NEW FLAT PANEL TELEVISION MOUNTED ON WALL. INSTALL PER AUDIO/VIDEO SPECIFICATIONS. PROVIDE POWER AND DATA PER ELECT. DWGS. PROVIDE BACKING PER DETAIL 10/A4.1. 2 36" REFRIGERATOR. PROVIDE POWER PER ELECT. DWGS. SPEC: TBD. 3 4 24" MICROWAVE DRAWER UNDER COUNTER. PROVIDE POWER PER ELECT. DWGS. SPEC: TBD. 7 COFFEE MACHINE. PROVIDE POWER PER ELECT. DWGS. PROVIDE WATER LINE PER PLUMBING DWGS. SPEC: TBD 5 HOT/COLD WATER DISPENSER. PROVIDE POWER PER ELECT. DWGS. PROVIDE WATER LINE PER PLUMBING DWGS. SPEC: TBD 6 LOCATION OF SHRED BIN, N.I.C. 8 COPIER TO BE PROVIDED BY CLIENT. PROVIDE POWER AND DATA PER ELECT. DWGS. SPEC: TBD. QUARTZ COUNTERTOP W/ 4" BACKSPLASH (U.N.O.). SPEC: CAESARSTONE, ORGANIC WHITE (4600), W/ 1-1/2" SQUARE MITRED EDGE. LOCATION OF VAULT, N.I.C. PROVIDE ATTACHED TOE-KICK AT DOOR PANELS TO PROVIDE MIN. 30" CLEAR WIDTH FOR 30"x48" CLEAR SPACE IN FRONT OF SINK. 9 10 INTERIOR ELEV. KEYNOTES PROVIDE ACCESSIBLE UNDERMOUNT SINK W/ FAUCET. SINK SPEC: ELKAY ELUHAD211555, STAINLESS. FAUCET SPEC: KOHLER 'PURIST' K-7507-VS. 11 BULLETGUARD BANDIT BARRIER AT TELLER LINE. INSTALL PER MFR. 12 EXISTING GLASS BLOCK WINDOWS TO REMAIN.13 8 4 12 KITCHEN SINK FAUCETPURISTK-7507 LOBBY 1 A2.1 A C WORK #1 / TELLERS 2 A2.1 A VAULT 3 A2.1 ABA BREAK 4 A2.1 10 ' - 0 " 11 ' - 0 " B D 1 1 1 11 1111165 11 3 7 3' - 3 " 12 2' - 1 0 " 2' - 2 " 3' - 0 " 8' - 0 " 1 7' - 0 " 72x36 Marketing 72x36 Marketing 72x36 Marketing EQ. 72x36 Marketing 2'-0"2'-0"EQ.2'-0"2'-0" 2 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" A2.1 INTERIOR ELEVATIONS 5' - 0 " ENLARGED RESTROOM PLAN 1 A2.2 A ACCESSIBLE ALL-GENDER RESTROOM ELEVATIONS (NON-ACCESSIBLE SIMILAR)2 A2.2 3' - 0 " 8' - 0 " RESTROOM KEYNOTES WALL MOUNTED PAPER TOWEL DISPENSER. SPEC: WALL MOUNTED ACCESSIBLE LAVATORY & FAUCET. SINK SPEC: KOHLER 'SOHO' K-2084-0 FAUCET SPEC: SLOAN 'EAF-350 1.CONTRACTOR TO PROVIDE PROPER BLOCKING/ SUPPORT FOR ALL WALL MOUNTED ACCESSORIES. 2.ALL WET WALLS TO RECEIVE 1/2" GREEN BOARD. 3.CONTRACTOR TO INSULATE ALL HOT, PLUMBING PIPES. 4.CONTRACTOR TO UNDERCUT DOOR FRAME FOR MAKE UP AIR AS REQUIRED PER MECH. DRAWINGS. 5.CONTRACTOR TO PROVIDE ADEQUATE FRAMING AND CLEARANCES FOR ALL PLUMB AND R.R. ACCESSORIES. 6.SEE DETAIL 3/A2.2 FOR TYPICAL PLUMBING FIXTURE AND ACCESSORY INSTALLATION DIMENSIONS. FIELD VERIFY ANY EXISTING TO REMAIN. 7.ACCESSIBLE GRAB BARS SHALL MAINTAIN 1-1/2" BETWEEN THE WALL AND GRAB BAR, 1-1/2" MIN. BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW, AND 12" MIN. FROM GRAB BAR TO PROJECTING OBJECTS ABOVE PER SEC. 11B-609.3. RESTROOM GENERAL NOTES 18"x36" STAINLESS STEEL CHANNEL FRAME, TEMPERED GLASS MIRROR TO BE FLUSH MOUNTED TO WALL. SURROUNDING TILE SHOULD BE CUT AROUND THE MIRROR AND GROUTED TO EDGE OF MIRROR. SPEC: BOBRICK 'B-1658 1836' SURFACE-MOUNTED SOAP DISPENSER. SPEC: BOBRICK '818615', SATIN FINISH 4 3 2 1 36" STAINLESS STEEL ACCESSIBLE GRAB BAR. SPEC: BOBRICK 'B-5806x36', SATIN FINISH. 5 ACCESSIBLE FLUSH TANK TOILET. SPEC: KOHLER 'CIMARRON' K-5310, COLOR: WHITE. 6 SURFACE-MOUNTED TOILET TISSUE DISPENSER. SPEC: TBD. 7 SURFACE-MOUNTED SEAT COVER DISPENSER. SPEC: BOBRICK 'B-221', SATIN FINISH 9 42" STAINLESS STEEL ACCESSIBLE GRAB BAR. SPEC: BOBRICK 'B-5806x42', SATIN FINISH 8 EXISTING FLOOR DRAIN COVER. PROVIDE NEW SQUARE SATIN STAINLESS STEEL DRAIN COVER. 10 PROVIDE ALL-GENDER/UNISEX DOOR SYMBOL AS REQ'D PER CBC 11B-703.7.2.6.3. 11 DOOR HOOK @ 48" A.F.F. SPEC: BOBRICK B-9542, STAINLESS SATIN FINISH. 12 PCT2 - PORCELAIN TILE - MFR: Fiandre, Collection: Fjord (SL R10), COLOR: Gray, SIZE: 12x24 VENDOR: Versatile Surfaces, CONTACT: Timur Okcuoglu, TEL: (858) 337-1754, EMAIL: timur@versatilesurfaces.com 13 9 7 5 8 6 13 3 1 2 13 4 9 7 6 B 5 8 CD 3 1 2 13 12 56"x60"5'-0" 2 A2.2 D CA B 6 1'-6" 48 " M I N . 9 13 8 7 60" CLR. MIN. 1'-6" 5 4 3 2 1 11 12 4 321 11 12 6 1'-6" 13 9 7 2 A2.2 D C A B Similar 30"x48" 1'-6" ALL-GENDER (NON-ACCESSIBLE) 115 ALL-GENDER (ACCESSIBLE) 116 3 A2.2 TYPICAL ACCESSIBLE RESTROOM DIMENSIONS MINIMUM NUMBER OF REQUIRED FIXTURES (PER CPC TABLE 422.1) Total Occupants (per Egress Plan on Sheet T1.2): 24 Occupants (12 Female / 12 Male) Per Section 422.2, Exception (3): In business and mercantile occupancies with a total occupant load of 50 or less including customers and employees, one toilet facility, designed for use by no more than one person at a time, shall be permitted for use by both sexes. Per exception noted above: TOTAL WC Required:1 TOTAL WC Provided:2 (1 Accessible, 1 Non-Accessible) TOTAL Lavatories Required:1 TOTAL Lavatories Provided:2 (1 Accessible, 1 Non-Accessible) TOTAL Service Sinks Required:1 TOTAL Service Sinks Provided:1 12" MAX . 40 " M a x . 33 " m i n . 36 " m a x . 7-9" 19 " m a x . 17 " m i n . 33 " m i n . 36 " m a x . 5' - 0 " TOILET SEAT COVER DISPENSER TOILET SIDE VIEW W/ TISSUE HOLDER & GRAB BAR TOILET FRONT VIEW W/ GRAB BAR SINK / MIRROR SECTION SIGNAGE CL 9" 2' - 1 0 " CL PAPER TOWEL DISPENSER 48 " m i n . 60 " m a x . 3'-0" 17"min. 18" max. 6"6"4'-0" 54" min. 12" max.6" max. 40 " m a x . 34 " m a x . 29 " m i n . 27 " m i n . 9" m i n . to e s p a c e 40 " m a x . t o b o t t o m ed g e o f m i r r o r PROVIDE INSULATION AT HOT WATER & DRAIN CLEAR AREA 19 " m i n . to o u t l e t ℄ 1 1 / 2 " mi n . 112" mi n . 8" min. 11" min. 12" min. TACTILE SIGNAGE IN COMPLIANCE W/ SEC. 11B-703 W/ RAISED CHARACTERS PER 11B-703.2 AND BRAILLE PER 11B-703.3. ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" A2.2 ENLARGED RESTROOM PLANS & INTR. ELEVATIONS EXISTING WEST EXTERIOR ELEVATION 1 A3.1 California C R E D I T U N I O N NEW WEST EXTERIOR ELEVATION 2 A3.1 New Storefront Glazing to Match Existing Existing Storefront Windows/Door System to Remain Existing Storefront Panel to be Replaced (39 SF)Existing Storefront Windows/Door System to Remain NEW TENANT SIGNAGE (NOT PART OF THIS PERMIT) PROJECT AREA PROJECT AREA 1 Op e r a b l e P a r t s @ 4 8 " M A X . 1 EXTERIOR ELEV. KEYNOTES NEW ACCESSIBLE ATM TO MEET SEC. 11B-707 REQUIREMENTS. SEE FLOOR PLAN AND SITE PLAN FOR ADD'L INFO. INSTALL PER MFR. ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL 1/4"=1'-0" A3.1 EXTERIOR ELEVATIONS (Existing & New) WALL TYPE SCHEDULE 1/2"= 1'-0" 4 1 A4.1 DOOR PER DOOR SCHEDULE SHT A101 WALL / DOOR TYPE A NEW NON-RATED PARTITION ICC APPROVALS: Steel Studs: ICC-ES Evaluation Report - ESR-3064P Metal Fasteners - ICC-ES Evaluation Report - ESR-2196 Concrete Anchors - ICC-ES Evaluation Report - ESR-2269 5 WALL PER FLOOR PLAN LEGEND SHT A1.1. LINE OF EXIST. OR NEW SUSPENDED CLG. 4 2,9 6" LIMITING WALL HEIGHT TABLES SECTION 5 psf L/120 L/240 L/360 Spacing (in) O.C. 7.5 psf L/120 L/240 L/360 10 psf L/120 L/240 L/360 250S125-30 12 250S125-30 16 24 18'-5" 16'-9" 14'-7" 15'-10" 14'-5" 12'-7" 14'-1" 12'-10" 11'-2" 16'-1" 14'-7" 12'-9" 13'-10" 12'-7" 11'-0" 14'-3" 12'-11" 9'-9" 14'-7" 13'-3" 11'-7" 12'-7" 11'-5" 10'-0" 11'-2" 10'-2" 8'-8" Interior Non-Structural Non-Composite Steel Stud Manufactures Association - SSMA 12 16 24 19'-8" 17'-11" 15'-8" 15'-8" 14'-3" 15'-8" 13'-8" 12'-5" 10'-10" 17'-3" 15'-8" 13'-8" 13'-8" 12'-5" 10'-10" 11'-11" 9'-5" 15'-8" 14'-3" 12'-4" 12'-5" 11'-3" 9'-10" 10'-10" 9'-10" 8'-4" A4.1 VA R I E S : 9 ' - 0 " t o 1 0 ' - 0 " ( P E R R C P O N S H T A 1 . 2 ) A4.1 A4.1 A4.1 LINE OF NEW SUSPENDED CLG. WALL TYPE B NEW FULL HT. PARTITION 3,9 A4.1 A4.1 WALL PER FLOOR PLAN LEGEND SHT A1.1. LINE OF WOOD STRUCTURE ABOVE (SHEATHING OR JOISTS, BASED ON WALL DIRECTION) 2,3,7 2sim. A4.1 LINE OF NEW GYP. BD. CLG. VA R I E S : 1 5 ' - 0 " M A X . VA R I E S : 1 0 ' - 0 " t o 1 0 ' - 6 " ( P E R R C P O N S H T A 1 . 2 ) VA R I E S : 1 5 ' - 0 " M A X . 600S125-30 12 16 24 600S125-30 600S125-30 34'-2" 30'-8" 25'-0" 27'-1" 24'-7" 21'-6" 23'-8" 21'-6" 18'-9" 28'-11" 25'-0" 20'-5" 20'-8" 18'-9" 16'-5" 25'-0" 21'-8" 17'-8" 21'-6" 19'-6" 17'-1" 18'-9" 17'-1" - 23'-8" 21'-6" 18'-9" 600S125-33 12 16 24 600S125-33 600S125-33 35'-4" 32'-1" 27'-10" 28'-1" 25'-6" 22'-3" 24'-6" 22'-3" 19'-5" 30'-10" 27'-10" 22'-9" 21'-5" 19'-5" 16'-11" 27'-10" 24'-1" 19'-8" 22'-3" 20'-3" 17'-8" 19'-5" 17'-8" - 24'-6" 22'-3" 19'-5" 362S125-30 12 362S125-30 16 362S125-30 24 362S125-33 12 362S125-33 16 362S125-33 24 22'-10" 20'-8" 18'-1" 18'-3" 16'-7" 14'-6" 16'-4" 14'-10" 12-11" 19'-11" 18'-1" 15'-9" 16'-0" 14'-6" 12'-8" 14'-3" 12'-11" 10'-11" 18'-1" 16'-5" 13'-8" 14'-6" 13'-2" 11'-4" 12'-11" 11'-6" - 24'-2" 21'-11" 19'-2" 19'-2" 17'-5" 15'-3" 16'-9" 15'-3" 13'-4" 21'-1" 18'-10" 16'-8" 16'-9" 15'-3" 13'-4" 14'-8" 13'-4" 11'-4" 19'-2" 17'-5" 14'-5" 15'-3" 13'-10" 11'-11" 13'-4" 11'-11" 10'-1" 250S125-30 250S125-33 250S125-33 250S125-33 10'-10" WALL HUNG CASEWORK / EQUIPMENT OPENINGS DUCT/ OTHER TYPICAL STEEL STUD FRAMING N.T.S. 6 A4.1 2,5 A4.1 3 8 3' - 6 " M A X . CO N F I R M H T . W / O W N E R BACKING @ WALL HUNG MONITORS. SEE DTL 10/A4.1. BACKING @ CABINETS & WALL ACCESSORIES. SEE DTL 10/A4.1. LINE OF CASEWORK WHERE OCCURS. LINE OF CASEWORK WHERE OCCURS. BACKING @ CABINETS & WALL ACCESSORIES. SEE DTL 10/A4.1. LINE OF MONITOR WHERE OCCURS. CRC BRACING WHERE WALL SHEATHING IS NOT ATTACHED TO WALL STUDS. A4.1 8 A4.1 8 A4.1 A4.1 7 7 7 9 A4.1 DUCT/ OTHER A4.1 A4.1 A4.1 PERPENDICULAR JOISTS TYPICAL TOP TRACK DETAIL N.T.S. 9 A4.1 CONCRETE DECK ABOVE SLIP TRACK. WALL STUD. POWER DRIVEN FASTENER (ICC ESR-2269) @ 32" O.C.. CONCRETE DECK ABOVESLIP TRACK. WALL STUD. POWER DRIVEN FASTENER (ICC ESR-2269) @ 32" O.C.. INSTALL FASTENERS @ CENTER OF 2" SLOT. 16 GA. (MIN.) 2" DEEP LEG SLOTTED TOP TRACK W/ SLOTS . WALL STUD. JAMB STUDS PER PLAN. #10 S.M.S. W/ STAND-OFF WASHER OR WAFERHEAD @ EA. FLANGE. INSTALL FATENERS @ CENTER OF 1" SLOT. 1/2" LESS THAN STUD 1/2" LESS THAN STUD HEADER EA. FLANGE #10 S.M.S. L < 8' HEADER JAMB STUDS WIDTH W/ (3) #10 S.M.S. EACH LEG AS SHOWN ABOVE 8' < L < 14' HEADER ATTACHMENT #10 S.M.S. EACH FLANGE JAMB STUDS AS SHOWN ABOVE HEADER ATTACHMENT (3) #10 S.M.S EA. w/ (6) #10 S.M.S. x HEADER DEPTH SIDE OF HEADER TO JAMB AND TRACK SECTION CRIPPLE STUDS STUDS CRIPPLE 2"x2"x16 GA. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER & BOTTOM OF HEADER ANGLES, ONE TOP 2"x2"x16 GA. CLIP 16 GA. STUDS 1Ð@12 @ 8" O.C. T&B (2) #10 S.M.S. T&B Ê TYP. 8' < L < 14' L < 8' 6"x 16 GA. STUD 16 GA. TRACK EACH SIDE T&B #10 S.M.S. @ 16" O.C. SIDE EACH Ê 1Ð@12 TYPICAL HEADER DETAILS N.T.S. 8 A4.1 WIDTH W/ (3) #10 S.M.S. EACH LEG AS SHOWN ABOVE TYPICAL BOTTOM TRACK DETAILS N.T.S. 7 A4.1 TYPICAL INTERIOR BOTTOM TRACK 3" ED G E D I S T . 3" M I N . 1" OPEN I N G BOTTOM TRACK SPLICE BOTTOM TRACK @ JAMB POWER DRIVEN FASTENER (ICC ESR-2269) @ 32" O.C.. #10 S.M.S. @ EACH STUD, EA. FLANGE STEEL STUDS BOTTOM TRACK & SPLICE BOTTOM TRACK 12" LONG STUD CENTERED ON SPLICE (TYP.). ATTACH BOTH ENDS OF BOTTOM TRACK TO SHORT SECTION OF STUD W/ (3) #10 S.M.S. EACH SIDE. ATTACH TRACK TO SLAB W/ (2) 1-1/4" POWER DRIVEN FASTENERS (ICC ESR-2269) @ INTERIOR. LOCATE AS SHOWN ABOVE. JAMB STUDS. #10 S.M.S. @ EACH FLANGE BOTTOM TRACK. WALL BACKING DETAIL N.T.S. 10 A4.1 NOTCH BACKING FLANGE, TRACK WEB CONTINUOUS. PROVIDED DOUBLE 18 GA. STUD @ BACKING END (TYP.). - 1" MIN. @ END. 6" DEEP x 16 GA. NOTCHED BACKING STUD ATTACHED TO EACH STUD W/ (3) #10 S.M.S.. NOTES: 1.USE FOR UPPER CABINETS, FULL HT. CABINETS, HANDRAILS, WALL HUNG EQUIP., ECT.. 1.ATTACH BACKING TO 3 STUDS MIN. DOUBLE STUD COUNTS AS ONE STUD. 2.USE DOUBLE STUD WHEN STUD IS SUPPORTING BACKING ON BOTH SIDES OF WALL. STUD S P A C I N G 1 6 " O . C . PROVIDE 18 GA. MTL STUDS @ WALL BACKING. 6" SCALE: 3" = 1'-0"WALL / PARTITION DETAIL 2 A4.1 5/8" TYPE 'X' GYP. BD. EACH SIDE. ATTACH TO STUDS W/ 1-1/4" DRYWALL SCREWS (ICC ESR-2196) @ 12" O.C. IN PANEL FIELD & 8" O.C. @ PANEL EDGES. MTL STUD WALL CONST. PER FLOOR PLAN WALL TYPES. BOTTOM TRACK ANCHOR PER DTL 7/A4.1. NEW WALL BASE. SEE FINISH PLAN FOR MATERIAL SELECTION. NEW FINISH FLOOR. SEE FINISH PLAN FOR EXTENT & MATERIAL SELECTION. EXISTING CONCRETE DECK BELOW. NEW SUSPENDED CEILING & ACOUSTICAL TILE. SEE RCP LEGEND SHT A1.1 FOR ADDITIONAL INFORMATION. CONT. PERIMETER ANGLE. RCP NOTES SHT A4.1 FOR ADDITIONAL INFORMATION. METAL STUD WALL BRACING PER DTL 5/A4.1. MTL FRAMING FLOOR TRACK. GYP.BD & MTL FRAMED SOFFIT. SEE RCP FOR ADDITIONAL INFORMATION. NEW FLOOR & WALL TILE WHERE OCCURS. PROVIDE NEW 6" MTL STUD CEILING FRAMING (600S125-33 OR 600S137-30) @ 16" O.C.. WALL / PARTITION BRACING SCALE: 1-1/2" = 1'-0"5 A4.1 WALL / PARTITION TOP TRACK STRUCTURE ABOVE NOTE: BRACE TO STRUCTURE ALTERNATE SIDES WITH 2-1/2" 25 GA. METAL STUDS. ANCHOR TO WOOD STRUCTURE ABOVE WITH (3) #8 SCREWS. BRACE AT 4'-0" ON CENTER TO SECURE TO TOP TRACK WITH (3) #8 METAL SCREWS. DIAGONAL WALL BRACE. 1 1 (3) #8 SHT MTL SCREWS. SEE NOTE BELOW. (3) #8 SCREWS. SEE NOTE BELOW. IF NEEDED, 2x P.T. NAILER CAN BE ADDED BETWEEN WOOD JOISTS SIMILAR TO DETAIL 3/A4.1. 3 8" MA X . DOOR SILL DOOR HEAD & JAMB N.T.S.INTERIOR DOOR DETAIL 4 A4.1 3" RETURN WALL SHOW DASHED WHERE OCCURS. NEW INTERIOR WALL. SEE FLOOR PLAN LEGEND SHT A1.1 FOR CONSTRUCTION ASSEMBLY. OFFSET DOOR JAMB FROM RETURN WALL 3" (U.N.O.) @ JAMB CONDITION. PROVIDE 25 GA. NESTED MTL STUDS (TYP.) @ HEAD & JAMB CONDITION. PRE FINISHED MTL DOOR FRAME BY TIMELY OR APPROVED EQUAL. SEE FLOOR PLAN LEGEND SHT A1.1 FOR INFORMATION. S.C. WD DOOR. SEE FLOOR PLAN LEGEND SHT A1.1 FOR INFORMATION. EXISTING FINISHED FLOOR DOOR FRAME BEYOND UL APPROVED SEALANT EA. SIDE. CONC. SLAB ON GRADE. SEE STRUCT. DWGS. UL APPROVED SEALANT EA. SIDE. MTL STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: ALL STUD WALL FRAMING TO BE DONE PER I.C.B.O. #3403P. SCALE: 3" = 1'-0"FULL HEIGHT WALL DETAIL SLIPTRACK TO UNDERSIDE OF 2x NAILER. SEE 9/A4.1 FOR FASTENER INFO. NEW FLOOR FINISH. SEE FINISH PLAN FOR EXTENT & MATERIAL SELECTION. FINISH CEILING / SOFFIT SEE REF. CLG PLAN 3 A4.1 POWDER DRIVEN FASTENER @ 32" O.C.. SEE DTL 7/A4.1. NEW WALL BASE. TOP TRACK. SEE 9/A4.1 FOR ATTACH. CONT. 2x P.T. NAILER. 5/8" TYPE 'X' GYP. BD. EACH SIDE. STAGGER JOINTS & PERIMETER CAULK. ATTACH TO STUDS W/ 1-1/4" DRYWALL SCREWS (ICC ESR-2196) @ 12" O.C. IN PANEL FIELD & 8" O.C. @ PANEL EDGES. ROOF SHEATHING (OR JOISTS DEPENDING ON WALL DIRECTION) NEW SUSPENDED CEILING & ACOUSTICAL TILE. SEE RCP LEGEND SHT A1.2 & SHT A4.1 FOR ADDITIONAL INFORMATION. ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL AS NOTED A4.1 WALL DETAILS 7' - 3 " M A X . 4"x 4"x 2'-6' x 16 GA. ANGLE W/ (3) #10 S.M.S. EA. ANGLE W/ (3) #10 S.M.S. EA. STUD 4"x 16 GA. x 4'-0" O.C. 1' - 3 " M A X . STUDS @ 16" O.C. STUDS & TOP TRACK PER 9/A6.1 1 1 MAX. WITH (2) #12 S.M.S AT 4"x 16 GA. x 4'-0" O.C. EACH DECK FLUTE HEADER WALL BRACING N.T.S. 11 A4.1 UNDERSIDE OF EXIST. ROOF DECK OR SHEATHING. TOP OF WALL. WHERE OCCURS. 12 GA. VERTICAL HANGER WIRE THREE TIGHT TURNS WITHIN 1 1/2" SECURE TO STEEL CLIP ANGLE WITH N.T.S.SUSPENSION WIRE CONNECTIONS 5 A4.2 3/8" DIA.EXPANSION ANCHOR LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE 1 1/2"x 1 1/2"x12GA x2" CEILING CLIP, TYP 1/2" MAX OPTION 1 LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE 3/4" MIN TYP OPTION 2 (2) 3/8" DIA EXPANSION ANCHORS 1-1/2"x1-1/2"x12GA 12 GA. VERTICAL HANGER WIRE THREE TIGHT TURNS WITHIN 1 1/2" SECURE TO STEEL CLIP ANGLE WITH FIXTURES WEIGHING LESS THAN 56 lbs MAY BE SUPPORTED ON CEILING GRIDS RATED AS "HEAVY DUTY", PROVIDE TWO SLACK 12 GA. SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND TO STRUCTURE ABOVE SUPPORT FIXTURES OVER 56 lbs. WITH FOUR INDEPENDANT TAUT 12 GA. HANGER WIRES ATTACHED TO STRUCTURE. WIRES SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE FIXTURE. NOTES: CEILING SUSPENSION SYSTEM MECHANICAL AIR DIFFUSER ATTACH FIXTURE TO CEILING GRID WITH SEISMIC RESTRAINT CLIPS (TYPICAL AT FOUR CORNERS) LIGHT FIXTURE OR TO 16 GA. STEEL CLIP ATTACHED TO LIGHT FIXTURE WITH (1) #10 S.M.S. ATTACH WIRE THRU SUPPORT HOLES OR N.T.S.LIGHT FIXTURE SUSPENSION 6 A4.2 12 GA. SLACK HANGER WIRE WA L L L I N E 2' - 0 " 8" MAX. TY P . TYPICAL 4'-0" WALL LINE FI R S T B R A C E 4' - 0 " M A X . T O N.T.S.SUSPENDED CEILING DIAGRAM 1 A4.2 NOTE: TYPICAL 2x4 LAY-IN ACOUSTIC TILE CEILING SHOWN SOLID, 2X2 SHOWN DASHED. HORIZ. SLIP/SEISMIC SEPARATION JOINT @ TWO ADJACENT WALLS (TYP.). SEE4/A4.2. 12 GA. VERT. HANGER WIRES @ 4'-0" 0.C. EA. WAY. SEE DTL 5/A4.2. 4 WAY 45 DEG. DIAGONAL 12 GA. WIRE BRACING W/ COMPRESSION STRUT LOCATE ON MAIN RUNNER. SPACE AT 8'-0" x 12'-0" O.C. MAX.. SEE DTL 2/A4.2. CROSS RUNNER (TYP.). MAIN RUNNER (TYP.). LIGHT FIXTURE. SEE DTL 6/A4.2. N.T.S.CEILING GRID ATTACHMENT 2 A4.2 12 GA. SPLAYED BRACE WIRE SET @ 8'-0" x 12'-0" FROM INTERSECTION. SEE DTL 5/A4.2. VERTICAL HANGER WIRE @ 4'-0" O.C.. SEE DTL 5/A4.2. LOCATE 2" MAX. FROM CROSSTEE. COMPRESSION STRUT LOCATE @ EACH BRACE. SEET DTL 3/A4.2. CROSS RUNNERS (TYP.). MAIN RUNNERS (TYP.). 2" 2" 90° N.T.S.VERTICAL COMPRESSION STRUT 3 A4.2 12 GA. SPLAYED BRACING WIRE CONCRETE DECK ABOVE. CUT FLANGE OF STUD AND BEND WEB 90 DEG.. ATTACHED TO CONCRETE DECK ABOVE W/ 3/8" DIA. EXPANSION ANCHOR.. (2) 1-5/8" 25 GA. MTL COMPRESSION STUDS ORIENTED PERPENDICULAR (FLANGE ON ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) & CONNECTED EVERY 12" O.C. ALONG ENTIRE LENGTH. TYP. @ EA. BRACE LOCATION. ATTACH TO CLG GRID W/ (2) #8 SHT MTL SCREWS. CROSS TEE. MAIN RUNNER. NOTE: COMPRESSION STRUT: STEEL SECTION W/ L/R RATIO OF 200 MAX. STRUT SHALL NOT REPLACE HANGER WIRE. 10 ' - 0 " M A X . POWER DRIVEN FASTENER (ICC ESR-2269) @ 32" O.C.. 2" AXIOM CLASSIC TRIM AXIOM CLASSIC TRIM AS REQUIRED SCREW ATTACH THIS SIDE AS REQUIRED CHANNEL MOLDING ARMSTRONG FACIA MOLDING POP RIVET THIS SIDE ONLY 1 1/2" MIN. ARMSTRONG SEISMIC RX SUSPENSION SYSTEM ICC-ESR-1308 PROVIDE 2" MIN. 25 GA. PERIMETER CLOSURE ANGLE W/ SCREW ATTACHMENTS TO STEEL STUD WALLS. PRELUDE MAIN BEAM PRELUDE CROSS TEE HANGER WIRE TO STRUCTURE (MAX 8" FROM ADJACENT WALL) SCALE: 1 1/2" = 1'-0"SEISMIC SEPERATION JOINT XTAC WALL 2" MIN. 4 A4.2 PROVIDE 3 4" MIN. AT UNATTACHED WALLS. PROVIDE MIN. 2 POP RIVETS ATTACHED TO THE SUPPORTING CLOSURE ANGLE AT ATTACHED WALLS. ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 Plan Check SUBMITTAL mm H FO renewalTE LICFAO iML S AT C-24914 KLl CNSE chECI uea ARD R Te AIN r TI CE 12.31.27 2 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.10.2026 Plan Check RESUBMITTAL 04.07.2026 Plan Check RESUBMITTAL METAL SUSPENSION SYSTEMS FOR LAY-IN PANEL CEILINGS A.GENERAL REQUIREMENTS FOR DESIGN AND INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS ARE CONTAINED IN UBC STANDARD NO. 47-18. B.CEILING NOTES: THE FOLLOWING NOTES APPLY TO CEILING SYSTEMS WHOSE TOTAL WEIGHT INCLUDING AIR CONDITIONING GRILLS AND LIGHT FIXTURES DOES NOT EXCEED FOUR (4) PSF. 1.12. GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'0" X 4'0" GRID SPACING ALONG MAIN RUNNERS. SLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES. 2.PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST,FOR THE PERIMETER OF THE CEILING AREA. 3.PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. ·TRAPEZE FOR SPANS UP TO 4'-0" SHALL BE 1 1/2", 16 GA COLD ROLLED CHANNEL. ·TRAPEZE FOR SPANS OVER 4'-0" SHALL NE BACK TO BACK 1 1/2"x 16 GA. COLD ROLLED STEEL CHANNEL LOCKED TOGETHER WITH (1) #12 S.M.S. SPACED AT 12" O.C 4.CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 2 INCHS FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2 INCH CLEAR OF WALL. 5.AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6.PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING: ·PLACE SETS OF BRACING WIRES NOT MORE THAN 8 FEET BY 12 FEET ON CENTER. ·PROVIDE SPLAY WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACINGS GIVEN IN (A) ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED. ·SECURE SPLAYED BRACE WIRES WITHIN 2" OF CROSTEE. 7.FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 8.SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS. 9.WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 10.ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 11.FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. x 4 FT. LIGHT FIXTURES MUST HAVE A SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. LIGHT FIXTURES WEIGHING LESS THAN 20 LBS. DO NOT REQUIRE SAFETY WIRES. 12.SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. 13.SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SEE ALSO NOTE 10, PARAGRAPH (B). 14.CLASSIFICATION OF CEILING GRID: HEAVY DUTY. C.POP RIVETS, SCREWS, OR OTHER ATTACHMENTS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS AND APPROVED BY U.L. D.ADDITIONAL REQUIREMENTS FOR METAL PANELS. METAL PANELS AND PANELS WEIGHING MORE THAN 1/2 POUND PER SQUARE FOOT OTHER THAN ACOUSTICAL TILE IS TO BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS. E.REUSE OF EXISTING CEILING HANGER WIRES AND SPLAY WIRES. 1.THE GAGE AND SPACING OF THE WIRES MUST COMPLY WITH CURRENT APPLICABLE CODES. 2.ALL EXISTING CEILING HANGER WIRES MUST BE TESTED TO 200 POUNDS IN TENSION. 3.ALL EXISTING SPLAYED BRACING WIRES MUST BE FIELD TESTED TO 440 POUNDS IN TENSION. 4.SLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES. 5.ALL FIELD TESTS MUST BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR. F.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE REQUIRE 2-INCH RINGS, SLEEVES OR ADAPTERS THAT WILL ALLOW A MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE 1-INCH MOVEMENT. SUSPENDED CEILING NOTES AS NOTED A4.2 CEILING DETAILS Rev: 01/27/2026 Page 1 of 2 DISABLED ACCESS COMPLIANCE ACC-01 CBC 2025 A. PURPOSE OF THIS DOCUMENTATION: (check one) Finding of unreasonable hardship for projects UNDER the valuation threshold* Finding of unreasonable hardship for projects OVER the valuation threshold* Certification of Full Compliance with the 2025 California Building Code * Valuation threshold as defined in the 2025 California Building Code, Section 11B-202.4 (Exception #8) and Section 202 is $209,208.00 (as of January 2026) B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER: Project Address: $ $ 1. The cost of all construction contemplated in the determination of the valuation of improvement threshold based on the valuation of site and building improvements for the last three-year period. 2. 20% of Total Construction Cost or Project Valuation: $ 3. The actual amount to be spent to provide disabled access: $ 4. Describe the impact of the proposed improvements on financial feasibility of the project. 5. Describe the proposed improvements related to accessibility upgrades on this project. Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 1601 W 17th Street, Suite C 101126378 N/A California Credit Union (818) 291-5496 (818) 956-7599 x111CGF Bristol, LLC (Managed by GASKA, INC) Proposed tenant improvements in it's entirety to comply with current accessibility requirements including exterior entry door access and signage, new accessible all-gender restroom and all interior customer and employee facilities to be compliant. No hardship requested. Existing site access is compliant and all new improvements to be complaint. 271,500 2,715 SF of Tenant Improvements for new Credit Union Branch 102,000 102,000 101126378 271,500 54,300 271,500 Pending (Current Application) 6. Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation may be required) Accessible Features to be Made Accessible Cost of Improvement a. Entrance: Door Landing Stairway/Steps Ramp $ b. Path of Travel: Path of travel from accessible parking to the building entrance and area of remodel $ $ Path of travel from the public way to the building entrance $ c. Sanitary facilities ( Floor no. ) $ d. Public phone(s) $ e. Drinking fountain(s) $ f. Parking $ g. Signage & Alarms $ i. Other: $ Total: $ 7. Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is granted. Provide an estimated cost of compliance for each item: (Documentation may be required) Accessible Features Not to be Improved Cost of Improvement a. $ b. $ c. $ Total: $ 8. Petitioner must be the legal property owner or his/her legal representative: I certify that the above noted information is true and correct. Legal Property Owner Architect/Engineer Contractor Other: Print Name: Phone No. Address: Signature: Date: FOR AGENCY USE ONLY Approved by: Date: 1,000 1,000 20,000 Employee & Customer counters, workstations, break room and ATM.80,000 102,000 N/A Jaime Bernal (HA Architecture)(858) 232-3030 2194 Carmel Valley Road, Del Mar, CA 92014 03.09.2026 SHEET LIST SHEET NUMBER SHEET TITLE E001 ELECTRICAL NOTE SHEET E003 LIGHTING CONTROL DIAGRAMS E002 LIGHTING FIXTURE SCHEDULE & DETAILS E004 TITLE 24 - INDOOR E100 OVERALL SITE PLAN E101 SITE LIGHTING PLAN E102 ELECTRICAL DEMOLITION PLAN E201 ELECTRICAL LIGHTING PLAN E202 ELECTRICAL EGRESS PHOTOMETRICS PLAN E301 ELECTRICAL POWER PLAN E302 ELECTRICAL ROOF POWER PLAN E401 SINGLE LINE DIAGRAM & PANEL SCHEDULES E501 ELECTRICAL SPECIFICATIONS E502 ELECTRICAL SPECIFICATIONS ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E001 ELECTRICAL NOTE SHEET GENERAL NOTES 1.THE DRAWINGS AND SPECIFICATIONS IN THESE CONSTRUCTION DOCUMENTS ARE PART OF THE CONTRACT. CONTRACTOR SHALL INCLUDE ALL COSTS, EQUIPMENT, AND MATERIALS, ETC. REQUIRED FOR A FULL, FUNCTIONAL, COMPLETE, AND CODE COMPLAINT INSTALLATION. 2.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES, ETC. AS NEEDED FOR THE COMPLETE ELECTRICAL INSTALLATION. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL FEES AND DATA NEEDED FOR THE ITEMS BELOW. 3.THE CONTRACTOR SHALL REVIEW ALL DRAWINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, & ELECTRICAL. ANY DISCREPANCIES OR CONFLICTS THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND EEOR PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION MAY BE ISSUED. 4.CONTRACTOR SHALL VERIFY THE ACCURACY OF THE CONSTRUCTION DOCUMENTS WITH THE IN FIELD CONDITIONS AND ALERT THE EEOR TO ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTING CONDITION DISCREPANCY TO REPORT INCLUDE SITE INFORMATION, DIMENSIONS, CLEARANCES, EXISTING UNDOCUMENTED ELECTRICAL EQUIPMENT RELEVANT TO THE SCOPE OF WORK, PANEL BOARD INFORMATION, CIRCUITING, ETC. 5.NO DIMENSIONAL INFORMATION SHALL BE OBTAINED FROM ELECTRICAL DRAWINGS. ALL DIMENSIONAL INFORMATION SHALL BE OBTAINED FROM THE ARCHITECT DRAWINGS. 6.FINAL LOCATIONS OF ALL OUTLETS, LIGHT FIXTURES, AND SWITCHES SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH THE ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND OR OTHER APPROPRIATE DISCIPLINES. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF EXISTING SURFACES, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY ELECTRICAL DEMOLITION AND/OR NEW WORK. 8.PROVIDE WEATHERPROOF (NEMA 3R) JUNCTION BOXES, CONDUIT, FITTINGS AND ENCLOSURES AT ALL EXTERIOR LOCATIONS AND ALL WET OR DAMP INTERIOR LOCATIONS. ALL EXTERIOR LIGHTING FIXTURES SHALL BE UL LISTED FOR WET OR DAMP LOCATION AS APPROPRIATE FOR THE LOCATION 9.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, CALIFORNIA ELECTRICAL CODE, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS AND ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ). 10.VERIFY UTILITY COMPANY REQUIREMENTS FOR ALL WORK INCLUDING MODIFIED OR NEW SERVICE ENTRANCES. AND INCLUDE ALL COST IN BID. 11.NOTIFY POWER UTILITY COMPANY OF ANY SIGNIFICANT LOAD INCREASE, SERVICE REVISION, SHUTDOWN OF SERVICE OR ANY RELATED WORK. 12.THE CONTRACTOR SHALL REVIEW MANUFACTURER'S REQUIREMENTS AND PROVIDE RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 13.ALL DEVICES AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH A.D.A. REQUIREMENTS. 14.CONTRACTOR SHALL CONCEAL ALL CONDUIT, FITTINGS, AND DEVICES FROM VIEW WHERE REASONABLY POSSIBLE. 15.CONTRACTOR SHALL ENSURE THAT ALL CONDUIT, FIXTURES, FITTINGS, AND DEVICES LOCATED IN PUBLIC AREAS ARE TAMPERPROOF AND PROTECTED FROM PHYSICAL DAMAGE. 16.DO NOT SCALE DRAWINGS - ALL DIMENSIONS & JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL. START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. SINGLE LINE SYMBOLS POWER SYMBOLS A = ARC FAULT CIRCUIT INTERRUPTER C = CLOCK STYLE D = DEDICATED, GRAY OUTLET EM = EMERGENCY, RED OUTLET H = HOSPITAL GRADE HM = HORIZONTALLY MOUNTED IG = ISOLATED GROUND, ORANGE OUTLET G = GROUND FAULT CIRCUIT INTERRUPTER GCB= GROUND FAULT CIRCUIT BREAKER R = ROOF MOUNTED T = TAMPER RESISTANT U = UNIVERSAL SERIAL BUS OUTLET WP = WEATHER RESISTANT RECEPTACLE WITH WEATHER PROOF LOCKABLE IN-USE COVER 1.RATING: 120 VOLT 20 AMP 2.DEVICE COLOR: (COORDINATE WITH ARCHITECT) 3.COVERPLATE COLOR: (COORDINATE WITH ARCHITECT) 4.STYLE: DECORA 5.MOUNTING: 18" TO CENTER U.O.N. OUTLETS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS U.N.O.: THE FOLLOWING ABBREVIATIONS APPLY WHEN USED WITH OUTLETS: ALL OUTLETS WITHIN 6' OF A SINK SHALL BE PROVIDED WITH GFCI PROTECTION PROVIDE 4 SQUARE JUNCTION BOXES AT DUPLEX AND QUAD OUTLET LOCATIONS SINGLE RECEPTACLE 20A, FLUSH MOUNTED CERTIFICATE OF ACCEPTANCE AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS HAVE BEEN REVIEWED AND APPROVED. POST FORMS WITHIN STRUCTURE WHERE PROTECTED FROM WEATHER. SEE 2025 BUILDING ENERGY EFFICIENCY STANDARDS 10-103(a)3 AND 10-103(b)1.B. HALF SHADED OUTLETS INDICATES CONTROLLED RECEPTACLE PER TITLE 24 SECTION 130.5(d) AV AV J J SYSTEMS FURNITURE POKE-THRU FLOOR FEED WITH 3/4" CONDUIT FOR POWER AND 1-1/4" CONDUIT FOR TELECOMMUNICATIONS SYSTEMS FURNITURE SLAB ON GRADE FLOOR FEED WITH 3/4" CONDUIT FOR POWER AND 1-1/4" CONDUIT FOR TELECOMMUNICATIONS SYSTEMS FURNITURE WALL FEED, WITH 3/4" CONDUIT FOR POWER AND 1-1/4" CONDUIT FOR TELECOMMUNICATIONS JUNCTION BOX, FLUSH FLOOR MOUNTED. JUNCTION BOX, CEILING MOUNTED. JUNCTION BOX, SURFACE MOUNTED JUNCTION BOX, FLUSH MOUNTED. COMBINATION QUAD RECEPTACLE (2) 20A, DATA & AUDIO VISUAL IN RECESSED WALL BOX COMBINATION QUAD RECEPTACLE (2) 20A, DATA & AUDIO VISUAL IN FLUSH FLOOR MOUNTED BOX FOR SLAB ON GRADE INSTALLATION. COMBINATION QUAD RECEPTACLE (2) 20A & DATA IN FLUSH FLOOR MOUNTED BOX FOR SLAB ON GRADE INSTALLATION. COMBINATION DUPLEX RECEPTACLE 20A & DATA IN FLUSH FLOOR MOUNTED BOX FOR SLAB ON GRADE INSTALLATION. QUAD RECEPTACLE (2) 20A ON FIRE RATED POKE-THRU DUPLEX RECEPTACLE 20A FIRE RATED POKE-THRU QUAD RECEPTACLE (2) 20A IN FLUSH FLOOR MOUNTED FOR SLAB ON GRADE INSTALLATION. DUPLEX RECEPTACLE 20A IN FLUSH FLOOR MOUNTED FOR SLAB ON GRADE INSTALLATION. QUAD RECEPTACLE 20A, CEILING MOUNTED DUPLEX RECEPTACLE 20A, CEILING MOUNTED QUAD RECEPTACLE 20A, SURFACE MOUNTED DUPLEX RECEPTACLE 20A, SURFACE MOUNTED SINGLE RECEPTACLE 20A, SURFACE MOUNTED SPECIALTY OUTLET, VERIFY NEMA CONFIGURATION AS NOTED ON PLANS FLUSH MOUNTED. QUAD RECEPTACLE (2) 20A, FLUSH MOUNTED DUPLEX RECEPTACLE 20A, FLUSH MOUNTED F F F F F F LIGHTING CONTROL PANEL SIGNAL SYMBOLS TELECOMMUNICATIONS OUTLET WITH TWO GANG JUNCTION BOX. PROVIDE 3/4" CONDUIT WITH END BUSHING STUBBED TO THE ACCESSIBLE CEILING SPACE. TELECOMMUNICATIONS OUTLET CEILING MOUNTED. TELECOMMUNICATIONS OUTLET FLUSH FLOOR MOUNTED FOR SLAB ON GRADE INSTALLATION. TELECOMMUNICATIONS OUTLET FLUSH FLOOR MOUNTED ON FIRE RATED POKE-THRU. TELECOMMUNICATIONS OUTLET PEDESTAL MOUNTED. CATV OUTLET WITH TWO GANG JUNCTION BOX, MUD RING AND PULL STRING TO THE ACCESSIBLE CEILING. WIRELESS ACCESS POINT FOR WIRELESS LAN. CARD READER DOOR HOLD-OPEN DEVICE KEY PAD DOOR POSITION SWITCH REQUEST TO EXIT GLASS BREAK SECURITY MOTION SENSOR PANIC BUTTON CR DH CODE BLUE PHONE INTERCOM DURESS BUTTON CCTV CAMERA WITH TWO GANG JUNCTION BOX, MUD RING AND 3/4" CONDUIT WITH PULL STRING AND END BUSHING STUBBED 8" TO THE ACCESSIBLE CEILING SPEAKER BACK BOX W EQUIPMENT SYMBOLS ALUMINUM RACEWAY PLUG STRIP MOUNTED AT +42" A.F.F. WITH OUTLETS 24" ON CENTER. SMOKE FIRE DAMPER SFD PANELBOARD SURFACE MOUNTED PANELBOARD FLUSH MOUNTED SWITCHBOARD TRANSFORMER T MOTOR RATED SWITCH M FUSED DISCONNECT SWITCH NON FUSED DISCONNECT SWITCH N FVNR COMBINATION MOTOR STARTER, H-O-A, AUXILIARY CONTACTS, CPT, PILOT LIGHTS, NEMA ENCLOSURE AS REQUIRED, WITH FUSED DISCONNECT SWITCH FVNR MOTOR STARTER WITH OVERLOADS, H-O-A, AUXILIARY CONTACTS, CPT, PILOT LIGHTS, NEMA ENCLOSURE AS REQUIRED VARIABLE FREQUENCY DRIVE VFD MOTOR DROP CORD POWER POLE CODE SIZED PULLBOX OR SPLICE BOX AS INDICATED ON PLANS WALKER DUCT CABLE TRAY TRANSFORMER PANELBOARD GENERATOR AUTOMATIC TRANSFER SWITCH E L N AMP METER A VOLT METER V UTILITY METER WITH C.T.s. M DIGITAL METER DM CURRENT TRANSFORMER UGPS LANDING LUGS GROUNDING ELECTRODE AND CONDUCTOR GFI GROUND FAULT INDICATOR ST SHUNT TRIP SPD SURGE PROTECTIVE DEVICE IC INSULATED CASE CIRCUIT BREAKER MOTOR OR EQUIPMENT AS NOTED TV WAP S J J DRAWOUT CIRCUIT BREAKER L = LONG TIME TRIP S = SHORT TIME OVERCURRENT TRIP I = INSTANTANEOUS TRIP G = GROUND FAULT TRIP STANDARD CIRCUIT BREAKER CIRCUIT BREAKERS ELECTRONIC TRIP CIRCUIT BREAKERS SHALL HAVE ELECTRONIC SENSING, TIMING AND TRIPPING CONTROL WITH FIELD INTERCHANGEABLE TRIP UNITS AND TRUE RMS FUNCTIONS WITH DISCRETE FIELD ADJUSTABLE SETTINGS INDEPENDENT OF OTHER ADJUSTMENTS. SETTINGS SHALL BE AS FOLLOWS: FRAME RATING AMPERAGE TRIP RATING NUMBER OF POLES ELECTRONIC TRIP FUNCTIONS IF APPLICABLE FRAME RATING AMPERAGE TRIP RATING NUMBER OF POLES ELECTRONIC TRIP FUNCTIONS IF APPLICABLE ENCLOSED CIRCUIT BREAKER FRAME RATING AMPERAGE TRIP RATING NUMBER OF POLES ELECTRONIC TRIP FUNCTIONS IF APPLICABLE SWITCH RATING FUSE RATING NUMBER OF POLES IN-LINE UTILITY METER CIRCUIT BREAKER (200A MAXIMUM) FRAME RATING AMPERAGE TRIP RATING M NUMBER OF POLES ELECTRONIC TRIP FUNCTIONS IF APPLICABLE DUPLEX DATA CLOCK STYLE RECEPTACLE, DUPLEX POWER CLOCK CLOCK STYLE RECEPTACLE 20A, AND 4 SQUARE BOX FOR POWER AND DATA TO TV. DOORBELL CHIME LIGHTING SYMBOLS 3 = THREE WAY D = DIMMED F = FAN CONTROL K = KEYED T = TIMER AST=ASTRONOMICAL TIME CLOCK OS= OCCUPANCY SENSOR VS= VACANCY SENSOR 1.RATING: 20 AMP 2.DEVICE COLOR: (COORDINATE WITH ARCHITECT) 3.COVERPLATE COLOR: (COORDINATE WITH ARCHITECT) 4.STYLE: DECORA OR STANDARD 5.MOUNTING: 48" TO TOP, U.O.N. 6.MOUNTED IN 3-1/2" BOX LIGHT SWITCHES: SHALL BE PROVIDED AND INSTALLED AS FOLLOWS U.N.O.: THE FOLLOWING ABBREVIATIONS APPLY WHEN USED WITH SWITCHES. (SEE LIGHTING CONTROL DIAGRAMS FOR PART NUMBERS) LIGHT FIXTURES: LETTERING ON FLOOR PLANS INDICATES SWITCH LEGS SEE LUMINAIRE SCHEDULE AND LIGHTING CONTROL DETAILS FOR MORE INFORMATION X/ XL/ XN L1 3a EM LUMINAIRE CALLOUT (SEE LIGHTING SCHEDULE) LUMINAIRE CIRCUIT/SWITCH LEG 200AF 200AT 3P LSIG 200AF 200AT 3P LSIG REQUIRED FOR 1200A OR MORE RELT RELT REQUIRED FOR 1200A OR MORE QUAD RECEPTACLE (2) 20A, FLUSH MOUNTED ABOVE COUNTERTOP BACKSPLASH. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. DUPLEX RECEPTACLE 20A, FLUSH MOUNTED ABOVE COUNTERTOP BACKSPLASH. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. HOMERUN BRANCH CIRCUIT 2#12, 1#12N, 1#12GND 3/4"C MINIMUM UNO INDICATES CONDUIT STUB-OUT LOCATION. INDICATES CONDUIT STUB-UP LOCATION. UNDERGROUND OR UNDER FLOOR HATCHED CONDUIT AND WIRE TO BE REMOVED INDICATES CONDUIT CONTINUATION. C J CERTIFICATE OF ACCEPTANCE SECURITY & SYSTEMS SYMBOLS WIRING & RACEWAY SYMBOLS EXISTING, TO BE RELOCATED, NEW LOCATION LUMINAIRE EMERGENCY DESIGNATION FUSED SWITCH & DISCONNECTS NEMA 1 200AS 200AF 3P NEMA RATING GFCI REMOTE GFCI TEST SWITCH BRANCH CIRCUIT 1#12, 1#12N, 1#12GND 3/4"C MINIMUM UNO BRANCH CIRCUIT 2#12, 2#12N, 1#12GND 3/4"C MINIMUM UNO BRANCH CIRCUIT 3#12, 1#12N, 1#12GND 3/4"C MINIMUM UNO BRANCH CIRCUIT 3#12, 3#12N, 1#12GND 3/4"C MINIMUM UNO FIRE ALARM NOTES 1.FIRE ALARM SYSTEMS SHALL BE COORDINATED WITH THE FIRE ALARM PROVIDER PRIOR TO ROUGH-IN. SYMBOLS PER BELOW ARE SHOWN ON THE ELECTRICAL PLANS FOR COORDINATION OF BUILDING PRIMARY SOURCE PER CFC 907.2.11.6. 2.THE INSTALLATION OF SMOKE ALARMS AND SMOKE DETECTORS SHALL COMPLY WITH THE SPECIFIC LOCATION REQUIREMENTS OF 2025 CBC 3.SMOKE ALARMS AND SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3-FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY OTHER SECTIONS OF THE CBC. 5.SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36-INCH HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW OF THOSE REGISTERS. 6.SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND LOW BATTERY SIGNAL. 7.SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SHALL BE LISTED IN ACCORDANCE WITH UL 217. 8.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. 9.SMOKE ALARM SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. 10.PROVIDE SMOKE DETECTORS OUTSIDE BEDROOM DOOR ON MEZZANINE LEVEL WHICH WILL SOUND AN ALARM WHEN ACTUATED. DETECTORS MUST BE PERMANENTLY WIRED WITH A BATTERY BACKUP IN NEW CONSTRUCTION BUT MAY BE SOLELY BATTERY-OPERATED IN EXISTING CONSTRUCTION. PROVIDE SMOKE DETECTORS IN EACH SLEEPING ROOM, IN A CENTRAL LOCATION OF A ROOM OR HALLWAY SERVING A SLEEPING ROOM, ANY ROOM WITH A CEILING HEIGHT GREATER THAN 24 INCHES ABOVE THE HALLWAY SERVING A SLEEPING ROOM, ON EACH STORY AND IN BASEMENTS. 11.PROVIDE CARBON MONOXIDE ALARMS OUTSIDE BEDROOM DOOR ON MEZZANINE LEVEL, INTERCONNECTED AND HARD-WIRED WITH BATTERY BACK-UP IN NEW CONSTRUCTION BUT MAY BE SOLELY BATTERY-OPERATED IN EXISTING CONSTRUCTION. PROVIDE CARBON MONOXIDE ALARMS OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S), ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS AND WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ATTACHED BATHROOM. a CH DB DU IC CB PB SMS GB REX DS KP PANEL X 200AF 200AT 3P LSIG 200AF 200AT 3P LSIG PP DC X-XL 200AS 200AF 3P COMBINATION TELECOMMUNICATIONS OUTLET & AUDIO VISUAL INPUT FOR TV IN FLUSH MOUNTED OUTLET. # DENOTES QUANTITY OF CATEGORY 6 CABLES 1 TV/D PANELBOARD WITH FEED THROUGH LUGS PANEL X FT CONNECTED TO EMERGENCY INVERTER INTERMEDIATE METAL CONDUIT HAZARDOUS MATERIAL HAND-OFF-AUTOMATIC ELECTRO-METALLIC TUBING FINISH FLOOR ELEVATION FULL VOLTAGE NON-REVERSING GROUND FAULT INDICATOR GROUND BUS OR WIRE GROUND FAULT RELAY GENERAL CONTRACTOR ELEVATION/ELEVATOR DEGREES FAHRENHEIT CONNECT OR CONNECTION CLOSED CIRCUIT TELEVISION CONDUIT ONLY WITH NYLON PULLCORD DISTRIBUTION SWITCHBOARD CONTROL POWER TRANSFORMER ELECTRICAL CONTRACTOR ELECTRICAL DRINKING FOUNTAIN 90-MINUTE BATTERY CONNECTED TO UNIT CONNECTED TO EMERGENCY GENERATOR CURRENT TRANSFORMER CURENT LIMITING FUSE AMPERES INTERRUPTING CAPACITY AVAILABLE FAULT CURRENT AUTOMATIC TRANSFER SWITCH ARCHITECT OR ARCHITECTURAL AMERICAN WIRE GAUGE AMP FRAME/AMP FUSE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALTERNATING CURRENT COPPERCU H HORIZONTAL ISOLATED GROUND HERTZ HOUR HEATER HEIGHT INCANDESCENT HORSEPOWER INCAND IG IMC HAZMAT HOA HTR HT HR HP HZ GROUND GREEN GROUND GAUGE FEET OR FOOT FOOTING GALVANIZED GARBAGE DISPOSAL FLUORESCENT GALV GC GND GG GFI GFR GD FLUOR G FVNR FTG FT GA FINISH OR FINISHED ELECTRICAL EMERGENCY EQUIPMENT FIRE ALARM EXISTING FIXTURE EXHAUST FAN EXIST, EX FIN FFE F FA EQUIP FIXT EMER, EM ELECT EI ELEV EMT EDF EF EG EACH DISCONNECT DEDICATED OUTLET DIRECT CURRENT DAMP LOCATION DISTRIBUTION COLD WATER DIAMETER DRAWINGS DIST EA EB EC DWGS DL DB DC DISC DIA CW CT D A/C BELOWBEL CONTRACTOR COAXIAL CABLE CEILING CIRCUIT BREAKER CABLE TELEVISION CONDUIT WITH WIRE CLEAR CONTINUATION CONCRETE CLR CONTR CPT COAX CONT CONN CONC CO CLG CLF CATV CCTV C CB BACKBOARD ABOVE ALUMINUM BELOW GRADE AMP TRIP AMP SWITCH ARCH B/G BKBD ATS AWG AT AS AL AFC AFF AFG ABV AIC AF AIR CONDITIONING AMPERES AC A ON CENTEROC NEW LOCATION OF RELOCATED DEVICE FIXTURE WITH QUARTZ RESTRIKE UNDERGROUND PULL SECTION TEMPERATURE OR TEMPORARY SQUARE FEET OR SQUARE FOOT UNDERWRITERS LABORATORIES PHOTOCELL/TIMECLOCK CONTROL OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED SWITCHBOARDSWBD XFMR UGPS SWGR TEMP TEL, TELE VFD XN XR XL X W/ WP WT WH TYP VA UL V UNO TC TV VARIABLE FREQUENCY DRIVE EXISTING TO BE RELOCATED EXISTING TO BE REMOVED TRANSFORMER WEATHER PROOF WATER HEATER WITH WEIGHT EXISTING TO REMAIN VOLTAMPERE TIMECLOCK TELEPHONE TELEVISION SWITCHGEAR UNLESS NOTED OTHERWISE TYPICAL VOLTS SPEC SQ FT STRUCT RECEPT PCTC PLBG RGS SW SD RM QTY REC REF REQ Q PP PVC PWR PNL PL PH PIV PE OFOI PC PB OFCI RIGID GALVANIZED STEEL RECEPTACLE REQUIREMENTS REFRIGERATOR STRUCTURAL SPECIFICATION SMOKE DETECTOR SWITCH ROOM QUANTITY RECESSED POWER POLE PILOT LIGHT PHOTOCELL CONTROL PNEUMATIC-ELECTRIC POLYVINYL CHLORIDE POST INDICATING VALVE PLUMBING PHASE POWER PANEL PULLBOX KS KNEE SPACE MECH MANUF MCC N NIC NO NTS NL NEC NC MIN MLO MTG MTD MCP LT MH MAX MC LV LTG LBS LF LOC KVA KWH KW MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTION NORMALLY OPEN NATIONAL ELECTRICAL CODE MAIN LUGS ONLY MECHANICAL NOT IN CONTRACT NIGHT LIGHT NOT TO SCALE NORMALLY CLOSED NEUTRAL MINIMUM MOUNTING MOUNTED KILO-WATT LOW VOLTAGE LINEAL FEET KILO-WATT-HOUR MANUFACTURER MOUNTING HEIGHT MECHANICAL CONTRACTOR KILO-VOLTAMPERE LIGHT MAXIMUM LIGHTING POUNDS LOCATION J-BOX JUNCTION BOX POWER SENTRY EMERGENCY BATTERY UNITPS STANDBYSB FF FURNITURE FEED, FINISHED FLOOR KCM KILO - CIRCULAR - MIL GROUND FAULT CIRCUIT INTERRUPTERGFCI FIRE SMOKE DAMPERFSD RELT REDUCED ENERGY LET-THROUGH DEVICE ABBREVIATIONS AND DESCRIPTIONS CALIFORNIA ELECTRICAL CODECEC 2025 TITLE 24 COMPLIANCE SUBCHAPTER 4 SECTION 130.0-130.5 1.THE CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, TEST, AND COMMISSION THE LIGHTING SYSTEM AND LIGHTING CONTROL SYSTEM IN COMPLIANCE WITH ALL 2025 TITLE 24 REQUIREMENTS. 2.THE CONTRACTOR SHALL PROVIDE PERMANENT LABELS ON ALL CONTROLLED RECEPTACLES PER 2025 TITLE 24 REQUIREMENTS. 3.THE CONTRACTOR SHALL PROVIDE SEPARATELY CONTROLLED RECEPTACLE BRANCH CIRCUITS AND DEVICES PER 2025 TITLE 24 REQUIREMENTS. 4.THE CONTRACTOR SHALL FURNISH MANUFACTURER'S SHOP DRAWINGS AND WIRING DIAGRAMS FOR EACH TYPICAL LIGHTING CONTROL SYSTEM APPLICATION (PRIVATE OFFICE, CONFERENCE ROOM, OPEN OFFICE, BREAK ROOM, ETC.) FOR REVIEW BY THE ENGINEER. SUBCHAPTER 5 SECTION 140.0-141.1 1.ALL LUMINAIRES, OCCUPANCY SENSORS, MOTION SENSORS, PHOTOCELLS, DAYLIGHT SENSORS, SWITCHES, CONTROLLERS, ETC. SHALL BE COMPLIANT WITH ALL 2025 TITLE 24 REQUIREMENTS. 2.THE CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, TEST, AND COMMISSION THE LIGHTING SYSTEM AND LIGHTING CONTROL SYSTEM IN COMPLIANCE WITH ALL 2025 TITLE 24 REQUIREMENTS. 3.THE CONTRACTOR SHALL AIM AND ADJUST ALL LUMINAIRES PRIOR TO THE COMPLETION OF THE PROJECT. LIGHTING FIXTURE SCHEDULE NONE SCALE 5 NONE SCALE 2 NONE SCALE 1 NONE SCALE 6 NONE SCALE 3NONE SCALE 4 GENERAL NOTE: 1. ACOUSTICAL CEILING PROVIDE AT LEAST (2) SCREWS FOR EACH LIGHT FIXTURE PROVIDE EARTHQUAKE MOUNTING SUPPORT CLIP TO COMPLY WITH CEC 410.36 AND U.L. 1598. REFER TO ARCHITECTURAL DETAILS FOR ATTACHMENT TO STRUCTURE AND SWAY BRACING FIXTURE WHIP FROM JUNCTION BOX 72" MAX.12 GAUGE WIRE, ONE AT EACH CORNER. MAXIMUM WEIGHT 40 LBS MINIMUM 3 TWIST IN 3 TIGHT TURNS (TYP) LUMINAIRE. REFER TO SCHEDULE ARCHITECTURAL CEILING GRID LUMINAIRE. REFER TO SCHEDULE INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE. TYPICAL LUMINAIRE MOUNTING - LAY-IN CEILING DETAIL QUICK MOUNT BRACKET (TYP). ORDERED SEPARATELY ADJUSTMENT NUT STEEL CHANNEL GYP BOARD SUPPORT 48" SPACING MAX. REFER TO ARCHITECTURAL PLANS. TIE WIRE OR ONE HOLE STRAP TO CONDUIT SUPPORT. 3 TIGHT TURNS IN 3" AT ENDS OF WIRES (TYP) 1/2" DIA. RIGID STEEL CONDUIT (TYP OF 2) 12 GA. BRACING WIRE. SEE ARCHITECTURAL DETAIL FOR ATTACHMENT TO STRUCTURE AND SWAY BRACING FIXTURE TRIM ROUGH-IN OPENING FIXTURE HOUSING GYP BOARD MATERIAL FIXTURE MOUNTING CLIP ATTACH TO FIXTURE PER MANUFACTURERS INSTRUCTIONS PONT OF TERMINATION FOR BRANCH CIRCUIT. SEE PLANS MAX FIXTURE WEIGHT - 15 LBS TYPICAL DOWNLIGHT FIXTURE INSTALLATION (GYP BD SOFFIT) T-BAR SUSPENSION WIRE (TYP) ATTACHED TO STRUCTURE ABOVE. ADJUSTABLE BAR HANGER RACO #923 W/ FASTENER CEILING TILE (TYP) CEILING PLATE 5" STRAIN RELIEF BUSHING 45° CLEAR SWING EACH WAY ADJUSTABLE LENGTH AIRCRAFT CABLE CLAMP SNAP-IN BUSHING FIXTURE END OF ROW CABLE ATTACHMENT FEED CABLE WHERE REQUIRED, OTHERWISE NONE AIRCRAFT VENDOR CABLE (THE CABLE IS 1/16"Ø IT WILL HOLD 275 LBS. EACH) 1/4-20 STUD J-BOX STRAP W/ GROUND SCREW MIN. 12 GAUGE STEEL SUSPENSION WIRE ATTACHED TO CEILING. OCTAGON JUNCTION BOX 1-1/2" DEEP T-BAR PENDANT ATTACHMENT TO T-BAR CEILING CL FLOOR DATA, POWER, & 5 BOX ROUGH-IN INSTALLED BEHIND FLAT SCREEN TV. COORDINATE LOCATION WITH TENANT FURNISHED BRACKET. 48 " - 5 0 " TENANT PROVIDED WALL MOUNTED FLAT SCREEN TV AND MOUNTING BRACKET ALTERNATE LOCATIONS PROVIDE 5 SQUARE BOX 3-1/4" DEEP LAY-IN CEILING WHITE DUPLEX POWER CLOCK STYLE RECEPTACLE 1 1/2" EMT CONDUIT WITH BUSHING OPEN ABOVE ACCESSIBLE CEILING WHITE DUPLEX DATA CLOCK STYLE RECEPTACLE FLAT SCREEN TV MOUNTING DETAIL 1.PROVIDE CARPET FLANGES AS REQUIRED. OMNIBOX SERIES FLOOR BOX 880S3 WIREMOLD OMNIBOX 828R-TCAL COVER PLATE FOR TEL/DATA OUTLET WIREMOLD OMNIBOX 837TCAL FLANGE WIREMOLD OMNIBOX 828R-TCAL COVER PLATE FOR POWER OUTLET 3/4"C. TYPICAL. TO TELEPHONE JUNCTION BOX GENERAL NOTES: FLUSH FLOOR RATED QUAD/DATA FLOOR BOX LIGHT FIXTURE SCHEDULE TYPE SYMBOL MOUNTING DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP LUMENS (L) (NOMINAL) LUMENS (L) (EMERGENCY) VOLTAGE WATTS (W)DRIVER NOTES LOCATION F1 CEILING RECESSED 2X2 DIRECT INDIRECT TROFFER. COLD-ROLLED STEEL HOUSING WITH METAL DIFFUSER WITH ROUND HOLES. DRY LISTED. LITHONIA 2AVL2-30L-MDR-EZ1-LP835-N100 LED 3500K 80 CRI 3000 0 120V 1P 34 0-10V 100% - 1% OFFICE, BREAK ROOM, TELLERS F1E CEILING RECESSED F1E SIMILAR TO FIXTURE F1 EXCEPT WITH INTEGRAL 10W EMERGENCY BATTERY PACK CAPABLE OF 90 MINUTE OPERATION. LITHONIA 2AVL2-30L-MDR-EZ1-LP835-N100-E10WLCP LED 3500K 80 CRI 3000 1000 120V 1P 34 0-10V 100% - 1% OFFICE, BREAK ROOM, TELLERS F2 CEILING SURFACE 22.5IN LENGTH X 10.1IN WIDTH X 3.9IN HEIGHT SURFACE MOUNTED WRAP. CODE-GAUGE STEEL HOUSING WITH LINEAR FACETED REFRACTOR WITH LIGHT DIFFUSING FILM. DRY LISTED. LITHONIA STL2-30L-EZB-LP835 LED 3500K 80 CRI 3000 0 120V 1P 26.7 0-10V 100% - 0% JANITOR/STORAGE F3 CEILING SURFACE 46.4IN LENGTH X 10.1IN WIDTH X 3.9IN HEIGHT SURFACE MOUNTED WRAP. CODE-GAUGE STEEL HOUSING WITH LINEAR FACETED REFRACTOR WITH LIGHT DIFFUSING FILM. DRY LISTED. LITHONIA STL4-30L-EZB-LP835 LED 3500K 80 CRI 3000 0 120V 1P 26.7 0-10V 100% - 0% ATM F4 CEILING PENDANT 8FT LENGTH X 3.5IN WIDTH X 5.25IN HEIGHT DIRECT INDIRECT LINEAR PENDANT. EXTRUDED ALUMINUM HOUSING WITH FLUSH SHIELDING. DAMP LISTED. MARK ARCHITECTURAL LIGHTING S4PID-LLP-8FT-MSL8-80CRI-35K-600LMF -I80CRI-I35K-I600LMF-SCT-MIN1-FLL -MVOLT-WHTT-ZT-F1A/XXA LED 3500K 80 CRI 9600 0 120V 1P 68 0-10V 100% - 1% LOBBY F4E CEILING PENDANT F3E SIMILAR TO FIXTURE F3 EXCEPT WITH INTEGRAL 10W EMERGENCY BATTERY PACK CAPABLE OF 90 MINUTE OPERATION. MARK ARCHITECTURAL LIGHTING S4PID-LLP-8FT-MSL8-80CRI-35K-600LMF -I80CRI-I35K-I600LMF-SCT-MIN1-FLL -MVOLT-WHTT-1E10WLCP-ZT-F1A/XXA LED 3500K 80 CRI 9600 1400 120V 1P 68 0-10V 100% - 1% LOBBY F5 WALL SURFACE 19IN LENGTH X 2.87E IN HEIGHT X 2.5IN DEPTH VANITY SCONCE. ALUMINUM CONSTRUCTION WITH ACRYLIC DIFFUSER. SAMP LISTED. WAC LIGHTING WS-41119/3500K-AL-16W-1247-688 LED 3500K 90 CRI 1247 0 120V 1P 16 ELV 100% - 10% RESTROOMS F6 CEILING RECESSED 4IN DIAMETER X 4IN HEIGHT RECESSED DOWNLIGHT. GALVANIZED STEEL MOUNTING WITH SEMI-SPECULAR TRIM. WET LISTED. LITHONIA LDN4-35/15-LO4-AR-LSS-MVOLT-EZ1-NPS80EZ LED 3500K 80 CRI 1500 0 120V 1P 17.5 0-10V 100$ - 10% LOBBY, RESTROOMS X1 UNIVERSAL LED EDGE LIT EXIT SIGN. MIRROR FACE WITH GREEN LETTERING. FACES AND CHEVRONS PER EGRESS PLANS. WITH INTEGRAL 90 MINUTE NICKEL-CADMIUM BATTERY. UL924 RATED. LITHONIA EDGR-FINISH-*-GMR-EL LED 0 0 120V 1P 3 -PROVIDE UNIVERSAL MOUNTING KIT FOR TOP, END AND SIDE MOUNTING. COORDINATE ON-SITE. SIGNS OVER DOOR SHALL BE CENTERED. EGRESS PATH X-D1 RECESSED EXISTING DOWLIGHT MH100/MED HID 9000 0 120V 1P 100 -EXISTING FIXTURE SHOWN FOR REFERENCE EXTERIOR CANOPY X-P1 POLE EXISTING POLE LIGHT LU150/MOG HID 16000 0 120V 1P 150 -EXISTING FIXTURE SHOWN FOR REFERENCE PARKING E002 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 LIGHTING FIXTURE SCHEDULE & DETAILS OC C U P A N C Y M O D E ( A U T O O N ) VA C A N C Y M O D E OC C U P I E D D I M M I N G L E V E L ( 0 - 1 0 0 % ) PA R T I A L O F F D I M M I N G L E V E L SC H E D U L E O N T I M E SC H E D U L E O F F T I M E SC H E D U L E O V E R R I D E S W I T C H MA N U A L C O N T R O L S T A T I O N MA N U A L D I M M I N G KE Y S W I T C H SC E N E C O N T R O L DI M M I N G ( I F A P P L I C A B L E ) PL U G L O A D C O N T R O L ( I F A P P L I C A B L E ) NO T E S X 100 10 X X X X X 70 10 X X X X X 70 10 X X X X X X 70 10 X X X X X 100 50 X X X 100 DUSK DAWN X 100 10 X X X X 70 10 X X X X 100 10 X X X X 100 TBD TBD X X X X X X 70 10 X X X X 70 10 X X X X X 100 50 X X X TI M E O U T T O P A R T I A L O F F L E V E L (M I N U T E S ) 7.5 7.5 7.5 7.5 7.5 17.5 7.5 7.5 7.5 7.5 10 10 10 10 10 10 20 10 10 10 10 12.5 10 DU A L T E C H N O L O G Y X X X X X X X X X X 100 50 X X X1012.5 TBD TBD X 100 10 X X X7.5 10 . nLIGHT WIRED LIGHTING SYMBOLS AND DESCRIPTIONS (0 - 1 0 0 % ) TI M E O U T T O F U L L O F F L E V E L (M I N U T E S ) RJ 4 5 RJ 4 5 ON/OFF nWSXA PDT LV DX WH TITLE 24 COMPLIANCE: 1.MANUAL AREA CONTROLS, SECTION 130.1(a). 2.MULTI-LEVEL LIGHTING CONTROLS, SECTION 130.1(b). 3.SHUT-OFF CONTROLS, SECTION 130.1(c). 4.AUTOMATIC DAYLIGHTING CONTROLS, SECTION 130.1(d). 5.DEMAND RESPONSE CONTROLS, SECTION 130.1(e) AND SECTION 110.2(c). 6.CONTROLS INTERACTIONS, SECTION 130.1(f). 7.CIRCUIT CONTROLS FOR 120-VOLT CONTROLLED RECEPTACLES, SECTION 130.5(d). 8.INDOOR LIGHTING CONTROLS BASIS OF DESIGN PER SECTION 120.8(c). 9.CONTACT AN ACUITY SALES REPRESENTATIVE FOR COMPLETE nLIGHT LIGHTING CONTROLS BOM. GENERAL NOTES: 1.DETAILS AND DESIGN IS BASED ON ACUITY BRANDS nLIGHT & SENSOR SWITCH LIGHTING CONTROLS SYSTEM. ALTERNATE EQUIVALENT LIGHTING CONTROLS ARE ACCEPTABLE. ALTERNATE LIGHTING CONTROLS SYSTEMS ARE TO BE SEND TO THE EEOR FOR VERIFICATION PRIOR TO PURCHASE. 2.DETAILS ARE DIAGRAMMATIC AND FOR REFERENCE OF SYSTEM AND ROOM TYPE REQUIREMENTS TO MEET BASIS OF DESIGN. REFER TO MANUFACTURERS SHOP DRAWINGS FOR QUANTITIES AND DEVICES USED FOR EACH SPACE AND NETWORK. 3.LIGHTING CONTROL SUBMITTALS SHALL INCLUDE (AND ARE NOT LIMITED TO) THE FOLLOWING DOCUMENTS: 3.1.SHOP DRAWINGS SHOWING QUANTITY AND LOCATION OF ALL DEVICES. 3.2.STANDALONE/NETWORK SINGLE LINE DIAGRAM. 3.3.BASIS OF DESIGN PROGRAMMING OPERATION FOR EACH ROOM TYPE. 3.4.DEVICE CUTSHEETS. 4.MANUFACTURER OR FACTORY REPRESENTATIVE TO INCLUDE STARTUP AND COMMISSIONING OF THE LIGHTING CONTROL SYSTEM. MUST INCLUDE A SITE VISIT FOR THE FOLLOWING: 4.1.A PRE-CONSTRUCTION MEETING TO CONFIRM DESIGN AND FIELD INSTALLATION REQUIREMENTS. 4.2.PROGRAMMING AND COMMISSIONING OF THE LIGHTING CONTROL SYSTEM TO MEET THE BASIS OF DESIGN AND TITLE 24 REQUIREMENTS. 4.3.MAINTENANCE / OWNER WALK THROUGH FOR MAKING FINAL ADJUSTMENTS TO PROGRAMMING. 5.CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING CONTROL DEVICES, CABLES, ACCESSORIES AS REQUIRED BY MANUFACTURER'S RECOMMENDATION TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL COMPLIANT TITLE 24 SYSTEM. 6.ALL DEVICES SHALL BE MOUNTED AND INSTALLED IN ACCESSIBLE CEILING LOCATIONS. CONTRACTOR WILL VERIFY BEST FIT LOCATIONS IN THE FIELD. 7.CONTRACTOR TO VERIFY COMPATIBILITY BETWEEN DIMMING POWERPACKS AND INSTALLED FIXTURES. 8.ALL LIGHTING CONTROLS SHALL COMPLY WITH SENATE BILL 327 SPECIFICATIONS REQUIREMENTS AND CIVIL CODE 1.81.26 9.CONTACT SDLA FOR A COMPLETE nLIGHT LIGHTING CONTROLS BOM, CONTROLS@SDLA.COM-PHONE#858-505-1055 120.8(h) SYSTEM OPERATIONS TRAINING OPTIONS THE CONTRACTOR SHALL INCLUDE A LINE ITEM COST ALLOWANCE TO PROVIDE THE TENANT OR BUILDING OWNER ONE OF THE FOLLOWING TO REVIEW THE SYSTEM EQUIPMENT AND COMPONENTS PER SECTION 120.8(h): 1.2-HOUR ONSITE OR REMOTE TRAINING. 2.2-DAY IN PERSON OR REMOTE TRAINING AT CUSTOMER LOCATION, OR WITH VIDEOCONFERENCING SOFTWARE. 3.PRERECORDED VIDEO TRAINING OUTLINING THE SYSTEM COMPONENTS SPECIFIC TO THE TENANTS BUILD OUT. 4.CONTACT SDLA FOR A COMPLETE NLIGHT LIGHTING CONTROLS BOM, CONTROLS@SDLA.COM-PHONE#858-505-1055 NOTES: *DURING OPERATIONAL HOURS THE LIGHTING DIM LEVEL WILL GO TO 50% AFTER 7.5 MINUTES OF NO OCCUPANCY. OUTSIDE OF OPERATIONAL HOURS THE DIM LEVEL WILL GO TO 50% AFTER 7.5 MINUTES OF NO OCCUPANCY, AND THEN AFTER A TOTAL OF 10 MINUTES OF NO OCCUPANCY THE LIGHTS WILL TURN OFF. OWNER TO VERIFY TIME SCHEDULES. **5 MINUTES BEFORE THE LIGHTING IS SCHEDULED TO TURN OFF, THE LIGHTS WILL TURN OFF FOR 1 SECOND AND THEN GO BACK TO IT'S PREVIOUS DIMMING LEVEL. THIS BLINK WARNING PREVENTS FALSE OFFS AND GIVES AUTHORIZED PERSONNEL A WARNING TO PRESS WALL SWITCH TO ACTIVATE A 2-HOUR OVERRIDE. OWNER TO VERIFY TIME SCHEDULES. ***AUTOMATIC SCHEDULING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHTING BETWEEN 50% AND 90% AND HAVE A MINIMUM OF TWO NIGHT TIME PERIODS PER BEES 130.2 ****LIGHTING IN OPEN OFFICE AREAS SHALL BE CONTROLLED IN ZONES NOT GREATER THAN 600SQFT. FIXTURES IN THE OCCUPIED ZONE SHALL BE PROGRAMMED SUCH THAT FIXTURES IN THE OCCUPIED ZONE WILL BE ON AT 100% FULL BRIGHT AND FIXTURES IN THE UNOCCUPIED OPEN OFFICE ZONE WILL BE AT 20% BRIGHT. WHEN SOMEONE MOVES FROM ONE ZONE TO ANOTHER FIXTURES IN THE NEWLY OCCUPIED ZONE SHALL GO TO 100% FULL BRIGHT AND FIXTURES IN THE NEWLY UNOCCUPIED ZONE SHALL DIM TO 20% BRIGHT WITHIN 7.5 MINUETS. AFTER 10 MINUTES OF NO DETECTED MOMENT IN ALL THE OPEN OFFICE CONTROL ZONES ALL OF THE LIGHTS WILL TURN OFF. EXTENDED RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, PASSIVE DUAL TECHNOLOGY (PDT) DETECTION TECHNOLOGY SHALL BE SELECTABLE AS FOLLOWS: PIR/MICROPHONICS/BOTH OS - nCM PDT 10 RJB OS AUTOMATIC DIMMING CONTROL PHOTOCELL- CEILING MOUNT, LOW VOLTAGE DS - nCM ADCX RJB += PRIMARY DAY LIT ZONE ++=SECONDARY DAY LIT ZONE DS 16 AMP (120/227V) POWER/RELAY PACK WITH 0-10V DIMMING CONTROL, CHASE NIPPLE MOUNTING DP - nPP16 D EFP SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL RC 16 AMP (120/227V) POWER/RELAY PACK WITH 0-10V DIMMING CONTROL, CHASE NIPPLE MOUNTING DP - nPP16 D ER EFP SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL RCE PCD 20 AMP (120V) RELAY PACK FOR PLUG LOAD CONTROL, CHASE NIPPLE MOUNTING PL - nPP20 PLPL LOW VOLTAGE WALL SWITCH OCCUPANCY SENSOR WITH ON/OFF/RAISE/LOWER, PASSIVE DUAL TECHNOLOGY (PDT) WS - nWSX PDT LV DX SUBSCRIPT REFERENCES ZONE OF CONTROL MS LOW VOLTAGE ON/OFF TOGGLE SWITCH WITH DIMMING 1-ZONE = S1 - nPODM DX 2-ZONE = S2 - nPODM 2P DX 4-ZONE = S4 - nPODM 4P DX SUBSCRIPT REFERENCES ZONE OF CONTROL S2 S1 S4 POWER SUPPLY FOR nLIGHT GATEWAY KIT PS = FCS PS10 nLIGHT 8-PORT NETWORK BRIDGE HUB BH = nBRG 8 KIT (REQUIRES nLIGHT PS 150 FOR POWER) nLIGHT GATEWAY CONTROLLER HUB GH = nGWY2 CTRL (REQUIRES FCS PS10 FOR POWER) BH nLIGHT GATEWAY TOUCH SCREEN DISPLAY GH = nGWY2 GFX (REQUIRES FCS PS10 FOR POWER)GH GT 16 AMP (120/227V) POWER/RELAY PACK FORWARD AND REVERSE PHASE DIMMING CONTROL nPP PCD (2W, 3W, MLV, ELV 120) SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL LOW VOLTAGE SCENE SELECTOR WITH DIMMING 2-SCENE = SS2 - nPODM 4S DX 4-SCENE = SS4 - nPODM 4S DX SUBSCRIPT REFERENCES ZONE OF CONTROL LOW VOLTAGE GRAPHIC TOUCHSCREEN CONTROLLER, INCLUDES 16-ZONES AND 16-SCENES WITH DIMMING GFXX - nPOD GFX SUBSCRIPT REFERENCES ZONE OF CONTROL a a,b a,b,c,d a a aa SS2 SS4 GFX a a a S OS LINE VOLTAGE SINGLE POLE SWITCH WITH ON/OFF/RAISE/LOWER FUNCTION AND BUILT IN DUAL TECH OCCUPANCY SENSOR AND INTEGRATED 0-10V DIMMER WSX-PDT-DSOS D LINE VOLTAGE SINGLE POLE SWITCH WITH INTEGRAL DUAL TECHNOLOGY OCCUPANCY SENSOR. SENSOR SWITCH: WSX PDT WH LINE VOLTAGE SINGLE POLE ON/OFF TOGGLE SWITCH SUBSCRIPT REFERENCES ZONE OF CONTROL LINE VOLTAGE SINGLE POLE THREE WAY TOGGLE SWITCH SUBSCRIPT REFERENCES ZONE OF CONTROL DEAKO: SIMPLE ASTRONOMICAL TIMER SWITCH 120V 15A 1200W INCANDESCENT/ HALOGEN, 150W LED/ MLV/ ELV, 1/2 HP UL E31363 SUBSCRIPT REFERENCES ZONE OF CONTROLSa T S a S3 a TOUCH SCREEN ASTRONOMICAL TIME CLOCK. nDTC-XX-WH TIME CLOCK SCHEDULE TO BE COORDINATED WITH TENANT/ BUILDING OWNER.nDTC nPOD KEY LOW VOLTAGE CONTROL KEY SWITCH TO PREVENT TAMPERING WITH MANUAL CONTROLS.KS MS TYPICAL SEQUENCE OF OPERATION NONE SCALE 2 TYPICAL nLIGHT SMALL SINGLE ZONE CONTROL DIAGRAM NONE SCALE 4 S FAN OS OCCUPANCY SENSOR TIME CLOCK WALL SWITCH DAYLIGHT SENSOR OTHER PARTIAL OFF ROOM TYPE BREAK ROOM/ KITCHEN CLASSROOM CONFERENCE ROOM COPY ROOMS CORRIDOR/ STAIRWELL LAB MULTIPURPOSE ROOM OPEN OFFICE AREA PARKING GARAGE RESTROOM SMALL OFFICE STORAGE ROOM >100SQFT WAREHOUSE RESTAURANT/ STORE EXTERIOR * ** *** S OS 2ab FOR NETWORKED SYSTEM CONNECT TO BRIDGE NONE SCALE TYPICAL nLIGHT & SENSOR SWITCH NOTES & SYMBOLS NONE SCALE 1 PCDE 16 AMP (120/227V) EMERGENCY POWER/RELAY PACK FORWARD AND REVERSE PHASE DIMMING CONTROL nPP PCD ER (2W, 3W, MLV, ELV 120) SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL a LINE VOLTAGE TWO POLE SWITCH WITH INTEGRAL DUAL TECHNOLOGY OCCUPANCY SENSOR. POLE 1:LIGHT POLE 2:FAN SENSOR SWITCH:WSX 2P-FAN-WH LINE VOLTAGE TWO POLE SWITCH WITH INTEGRAL DUAL TECHNOLOGY OCCUPANCY SENSOR. POLE 1:LIGHT 'a' POLE 2: LIGHT 'b' SENSOR SWITCH:WSX 2P-WH **** ALTERNATE ASTRONOMICAL TIME SWITCH 120V WATTSTOPPER #RT-200-LA S a T TOUCH SCREEN: nLIGHT nTS & FRESCO TS=nTS 7IN-COLOR: LIMITED TO 16 ZONES & 16 SCENES FTS=FRESCO CONTROL STATION (FOR DMX) CONTROLS 72ZONES & 32SCENES TS LINE VOLTAGE LIGHTING SYMBOLS AND DESCRIPTIONS nLIGHT AIR LIGHTING SYMBOLS AND DESCRIPTIONS 16 AMP (120/227V) WIRELESS POWER/RELAY PACK WITH 0-10V DIMMING CONTROL WRC - rPP20D 24V EFP G2 SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL WRC WRCE WPCD 20 AMP (120V) RELAY PACK FOR WIRELESS PLUG LOAD CONTROL WPL -rPP20 24V EFP G2WPL 16 AMP (120/227V) POWER/RELAY PACK FORWARD AND REVERSE PHASE DIMMING CONTROL SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL a aa WIRELESS nLIGHT AIR LOW VOLTAGE ON/OFF TOGGLE SWITCH WITH DIMMING 1-ZONE = S1 - rPODBA DX 2-ZONE = S2 - rPODBA DX 4-ZONE = S4 - rPODBA DX SUBSCRIPT REFERENCES ZONE OF CONTROL W2 W1 W4 a a,b a,b,c,d WIRELESS NLIGHT AIR LOW VOLTAGE SCENE SELECTOR 2-SCENE = WS2 - rPODBA 2S G2 4-SCENE = WS4 - rPODBA 4S G2 SUBSCRIPT REFERENCES ZONE OF CONTROL WS2 WS4 a a INDICATES WIRELESS COMMUNICATION BETWEEN nLIGHT AIR DEVICES. PROGRAM IN FIELD AS REQUIRED. 16 AMP (120/227V) EMERGENCY WIRELESS POWER/RELAY PACK WITH 0-10V DIMMING CONTROL WRCE - rPP20D 24V EFP SUBSCRIPT REFERENCES CIRCUIT/ZONE OF CONTROL WIRELESS nLIGHT AIR ENABLED CEILING/ SURFACE MOUNT OCCUPANCY/ DAY-LIGHT SENSOR RCM2-XX-PDT-9WS nPP20 PL BLUE HN WH T BL K BL U E N RJ45 PORTS +40mA VIOLET GRAY 120/277VAC 0-10V DIMMING GRN BLUE HN WH T BL K / O R N 1 RE D nPP16 D EFP RC PL SMALL DIMMING ZONE S VS LINE VOLTAGE SINGLE POLE DIMMABLE VACANCY SENSOR SWITCH SWITCH WITH ON/OFF/RAISE/LOWER FUNCTION A FTS WKS nPOD KEY WIRE LOW VOLTAGE CONTROL KEY SWITCH (TO PREVENT TAMPERING WITH MANUAL CONTROLS) PROVIDE WITH A nLIGHT AIR rSI SYSTEM INPUT DEVISE FOR COMMUNICATION WITH THE nLIGHT AIR LIGHT FIXTURES. WrSI 120-480V WIRELESS SYSTEM IMPUT DEVISE USE FOR INTERCONNECTING BETWEEN nLIGHT WIRED AND nLIGHT AIR DEVISES. rSI 2S UVOLT G2 X 100 50 X X X7.5 10LOBBY * NONE SCALE 3 FOR NETWORKED SYSTEM CONNECT TO BRIDGE NOTE 1 BLK - 120VAC ORN - 277VAC N RJ45 PORTS +40mA VIOLET GRAY 120/277VAC 0-10V DIMMING GRN BLUE HN WH T BL K / O R N 1 RE D DIMMING ZONE 1nPP16 D EFP RC nPP20 PL BLUE HN WH T BL K BL U E PL ON/OFF RJ 4 5 RJ 4 5 nPODMA DX WH S1 RJ 4 5 RJ 4 5 nCM PDT 10 RJB OS TO ADDITIONAL nLIGHT DEVICES AS NEEDED RJ 4 5 RJ 4 5 nCM PDT 10 RJB OS TYPICAL nLIGHT LARGE SINGLE ZONE CNTRL DIAGRAM nDTC RED BLK nDTC TYPICAL nLIGHT DTC DIAGRAM NONE SCALE 5 FOR NETWORKED SYSTEM CONNECT TO BRIDGE GND PS150 DESCRIPTION: POWER SUPPLY FOR nBRG 8 WITH 1/2"KO REQUIRES 120VAC/277VAC [INCLUDED WITH nBRG 8] WHITE: NEUTRAL BLACK: LINE IN 120VAC (CAP ORANGE) 18 AWG CLASS 1 WIRING ORANGE: LINE IN 277VAC (CAP BLACK) 20 AWG CLASS 2 WIRING NOTE 1 BLK - 120VAC ORN - 277VAC N RJ45 PORTS +40mA VIOLET GRAY 120/277VAC 0-10V DIMMING GRN BLUE HN WH T BL K / O R N 1 RE D DIMMING ZONE 1nPP16 D EFP RC TO ADDITIONAL nLIGHT DEVICES AS NEEDED PS RELAY CIRCUIT LIGHTING CONTROL PANEL SCHEDULE LOCATION R:1 DIMMED YES DIM TYPE 0-10V TIME CLOCK CONTROL YES OCCUPANCY SENSOR SCHEDULE C-1 R:2 LOBBY DOWNLIGHTS DEMAND RESPONSE SCHEDULE NOTES: * ASTRONOMICAL TIMECLOCK ON/OFF. COORDINATE SCHEDULE WITH OWNER. ASTRONOMICAL TIME CLOCK CONTROL NO DAYLIGHT CONTROL YES NA A NOTES * *YES 0-10V YES NO NA ALOBBY LINEAR PENDANTS NOC-1 NO NO R:3 BREAK ROOM EF-1 NO N/A YES NO NO NO NO A *C-32,34 PS GRN WSX PDTSOS HN WH T BL K N 120/277VAC 0-10V DIMMING DIMMING ZONE BLK ON/OFF SENSOR SW SINGLE ZONE OS ON/OFF LINE VOLT. DIAG.6 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E003 LIGHTING CONTROL DIAGRAMS TITLE 24 CERTIFICATION CONTRACTOR SHALL PROVIDE ALL CERTIFICATES OF INSTALLATION (NRCI-LTI) AND ALL CERTIFICATES OF ACCEPTANCE (NRCA-LTI) AND SUBMIT THEM TO THE INSPECTOR DURING CONSTRUCTION AS REQUIRED PER CALIFORNIA ENERGY CODE REQUIREMENTS. CONTRACTOR SHALL UTILIZE CALIFORNIA ADVANCED LIGHTING CONTROLS TRAINING PROGRAM (CALCTP) CERTIFIED AND ACCEPTANCE TEST TECHNICIAN CERTIFICATION PROVIDERS (ATTCP) AS REQUIRED. TITLE 24 - INDOOR NONE SCALE 1 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E004 TITLE 24 - INDOOR Xref .\XE_PWR_SITE.dwg Check ScannerCheck Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage LOBBY 101 ATM 102 OFFICE #1 103 TELLERS 104 WORK #1 105 VAULT 110 OFFICE #2 106 IDF 111 BREAK 112 ALL-GENDER(NON-ACCESSIBLE) 115 ALL-GENDER(ACCESSIBLE) 116 FSR #3 FSR #2 FSR #1 JANITOR / STORAGE 117 1 E101 2 E101 1 E102 1 E202 1 E301 1 E302 1 E201 2 E100 IDF 111 UGPS/ MAIN METER/ DIST MS METER/ DIST METER/ DIST EXISTING MAIN SWITCHBOARD ' ' 1600A, 208Y/120V,3Ø ,4W 1 HP5(X) KEY NOTES: 1.EXISTING SWITCHBOARD WITH MODIFIED LOAD. SEE PANEL SCHEDULES FOR MORE INFORMATION. X GENERAL NOTES: 1.ALL EQUIPMENT IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERALL SITE PLAN 1" = 20'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E100 OVERALL SITE PLAN AS SHOWN ENLARGED ELECTRICAL ROOM 1/4" = 1'-0" SCALE 2 NORTH Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r LOBBY 101 ATM 102TELLERS 104 FSR #2 FSR #1 X-D1 X-D1 X-P1 X-P1X-P1 X-P1 X-D1 X-D1 X-D1 5' 10 ' 20 ' 30 ' 40 ' 50 ' 50 ' 40 ' 30 ' 20 ' 20 ' 20 ' 20 ' 30 ' 30 ' 30 ' 40 ' 40 ' 40 ' 50 ' 50 ' 50 ' 5' 10 ' X-D1 X-D1 60 ' 60 ' 60 ' 60 ' 60 ' X-P1 MH: 25 X-P1 MH: 25 X-P1 MH: 25 X-D1 MH: 15 X-D1 MH: 15 X-D1 MH: 15 X-D1 MH: 15 X-D1 MH: 15 X-P1 MH: 25 X-D1 MH: 15 X-D1 MH: 15 3.3 3.2 11.7 14.1 9.4 5.5 14.2 34.8 26.9 16.8 9.6 5.2 3.5 18.6 36.6 27.2 17.2 11.3 6.4 4.1 3.3 11.4 34.9 35.0 22.8 12.6 6.9 4.3 3.3 2.9 16.3 40.3 33.7 22.0 12.8 6.9 4.4 3.3 2.8 2.6 22.5 39.5 27.6 17.8 10.9 6.2 4.1 3.1 2.7 2.5 2.4 31.8 38.5 26.5 14.9 8.5 5.0 3.5 2.8 2.5 2.4 2.4 47.1 41.7 20.0 8.1 4.9 3.6 2.9 2.5 2.4 2.3 2.3 50.5 40.7 15.5 4.7 3.1 2.7 2.5 2.4 2.3 2.3 2.3 2.4 49.7 34.5 11.9 3.2 2.3 2.2 2.2 2.2 2.2 2.3 2.4 2.5 40.6 14.8 3.6 2.2 2.1 2.1 2.2 2.2 2.3 2.4 2.7 40.8 14.8 3.6 2.2 2.1 2.1 2.2 2.2 2.3 2.5 2.9 50.3 35.3 12.2 3.2 2.2 2.1 2.2 2.2 2.2 2.3 2.5 3.0 50.2 40.9 15.3 3.7 2.2 2.1 2.2 2.2 2.3 2.4 2.6 2.9 49.8 40.2 14.7 3.6 2.2 2.1 2.2 2.2 2.3 2.4 2.6 45.9 32.3 11.4 3.1 2.2 2.1 2.2 2.3 2.4 2.5 2.6 49.8 40.0 14.4 3.5 2.2 2.1 2.2 2.3 2.4 2.6 2.7 50.4 40.6 14.8 3.5 2.2 2.1 2.2 2.3 2.5 2.7 50.9 35.3 11.9 3.0 2.1 2.1 2.2 2.4 2.6 50.4 40.4 14.3 3.3 2.0 2.0 2.2 2.4 45.9 37.1 13.4 3.0 2.0 2.2 24.4 17.3 6.2 2.0 4.8 3.9 50.4 50.7 LOBBY 101 ATM 102TELLERS 104 FSR #2 FSR #1 TCR Sc a n n e r Ch e c k Pr i n t e r Ch e c k Pr i n t e r Do c 5' 10 ' 20 ' 30 ' 40 ' 50 ' 60 ' 60 ' 50 ' 40 ' 30 ' 20 ' 20 ' 20 ' 20 ' 30 ' 30 ' 30 ' 40 ' 40 ' 40 ' 50 ' 50 ' 50 ' 60 ' 60 ' 60 ' 5' 10 ' 2.0 2.0 2.0 2.0 2.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 60FT ATM Illuminance Fc 11.64 50.9 2.0 5.82 25.45 5FT ATM Illuminance Fc 50.55 50.7 50.4 1.00 1.01 GENERAL NOTES: 1.ALL EQUIPMENT IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2.MINIMUM FC REQUIREMENTS: ·5' IN FRONT - 10FC ·10' TO SIDE - 10FC ·50' UNOBSTRUCTED VEW- 2FC ·ATM WITHIN 10' OF CORNER/ 40' ALONG ACCESS WALK -2FC ·PARKING WITHIN 60' BETWEEN ATM & PARKING - 2FC SITE PHOTOMETRICS PLAN 1/8" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 SITE LIGHTING PLAN1/8" = 1'-0" SCALE 2 NORTH E101 SITE LIGHTING PLAN 1/8" = 1'-0" 1 TYP C(X)2 KEY NOTES: GENERAL NOTES: 1.MAINTAIN CONTINUITY OF CIRCUIT TO EXISTING SPACES OUTSIDE OF THE DEMOLITION SCOPE OF WORK. RE-ROUTE, INTERCEPT AND EXTEND CONDUIT AND CONDUCTORS AS NECESSARY. 2.REFER TO ARCHITECTURAL DEMOLITION PLANS FOR DEMOLITION SCOPE OF WORK. 3.FIELD VERIFY EXISTING BRANCH CIRCUITRY PRIOR TO COMMENCEMENT OF WORK. 4.EXAMINE PANELBOARDS AND DISTRIBUTION EQUIPMENT AFFECTED BY THE WORK PRIOR TO DEMOLITION. 5.OUTLETS AND DEVICES DENOTED WITH AN 'X' ARE EXISTING TO REMAIN, MAINTAIN CIRCUITRY AS REQUIRED FOR DEMOLITION. 6.OUTLETS AND DEVICES DENOTED WITH AN 'XR' ARE EXISTING TO BE REMOVED, MAINTAIN CIRCUITRY TO OTHER DEVICES AS REQUIRED FOR DEMOLITION. 1.DEMOLISH ALL EXISTING LIGHTING, RECEPTACLES, WIRE, CONDUIT AND SUPPORTS BACK TO SOURCE THROUGHOUT. 2.EXISTING PANELBOARD TO REMAIN. PROTECT IN PLACE. X ELECTRICAL DEMOLITION PLAN 1/4" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E102 ELECTRICAL DEMOLITION PLAN 1/4" = 1'-0" Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage LOBBY 101 ATM 102 OFFICE #1 103 TELLERS 104 WORK #1 105 VAULT 110 OFFICE #2 106 IDF 111 BREAK 112 ALL-GENDER (NON-ACCESSIBLE) 115 ALL-GENDER (ACCESSIBLE) 116 JANITOR / STORAGE 117 abnDTC 2 E002 F1E F4E F4E F4 F4E F4E F4E F4E F5 F5 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 RC RC RC RC RCRC RC RC RC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 F4 F4 F4 F4 F1E F1E F1E F1E F1E F1E F1E F2 F3 F3 X1 X1 X1 MS MS MS S2 S2 S2 PCD PCD ab ab MSa ab a a a RC RCRCOS ab OS b S OC 11 11 1 1 11 1 11 11 11 1 1 1 1 a b b b b b b EB EB EB b b aa a a aa aa EB EB a EB OS a OS a bb a a EB 1 1 EB C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 S2 cd 2 PSD C-1 11c cc EB EB OS OS cd cd d d d d d d C-1 MS RC C-1 1 a a b+ b+ b+ b+ 3 E002 1 EB C-1 1 11 1 1 1a a++ a a a++ a EB EB EB EB EB EB a a a++ a a a 4 E002 C-1 1 DS + ++ PRIMARY DAY-LIT ZONE SECONDARY DAY-LIT ZONE 1.COORDINATE LOCATION AND MOUNTING HEIGHT OF DEVICES AND LIGHT FIXTURES WITH ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS AND ELEVATIONS. 2.COORDINATE LIGHT FIXTURE INSTALLATION HARDWARE WITH CEILING TYPES. 3.CONTRACTOR SHALL COORDINATE A SITE VISIT WITH ARCHITECT AND OWNER TO REVIEW LIGHTING, OUTLETS, SWITCHES, TELEPHONE, DATA, T.V. ET. HARDWARE LOCATIONS PRIOR TO INSTALLATION. 4.ALL CONDUIT SHALL BE CONCEALED. IN FINAL (NON TEMPORARY) EXPOSED CEILING AREAS, EXPOSED AND SURFACE MOUNTED CONDUIT SHALL BE EMT AND SHALL BE ROUTED ORTHOGONAL TO THE STRUCTURE AND SHALL BE INSTALLED IN NEAT AND WORKMAN LIKE MANNER. 5.ALL DEVICES INCLUDING OUTLETS AND SWITCHES TO BE DECORA WITH WHITE FINISH AND WHITE COVER PLATES. COORDINATE ALL FINISHES WITH ARCHITECT. 6.INSTALL ALL LIGHT SWITCHES UNDER A COMMON DEVICE PLATE WHERE GROUPED TOGETHER. 7.ALL WIRE ROUTING SHOWN IS DIAGRAMMATIC, CONTRACTOR TO COORDINATE FINAL ROUTING WITH FIELD CONDITIONS. 8.COORDINATE OCCUPANCY AND DAYLIGHT SENSOR PLACEMENT WITH MANUFACTURES RECOMMENDATIONS. 9.MOUNT ALL DEVICES PER ADA REQUIREMENTS. 10.PROVIDE HOT UNSWITCHED LEG TO EMERGENCY BATTERY PACK. GENERAL NOTES: 1.TIME CLOCK LIGHT SWITCH LOCATED FOR AUTHORIZED PERSONNEL ONLY. 2.ROUTE THROUGH TO TIME CLOCK CONTROL. COORDINATE SCHEDULE WITH OWNER. KEY NOTES:X ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E201 ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage LOBBY 101 ATM 102 OFFICE #1 103 TELLERS 104 WORK #1 105 VAULT 110 OFFICE #2 106 IDF 111 BREAK 112 ALL-GENDER (NON-ACCESSIBLE) 115 ALL-GENDER (ACCESSIBLE) 116 JANITOR / STORAGE 117 F1E F4E F4E F4 F4E F4E F4E F4E F5 F5 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 F4 F4 F4 F4 F1E F1E F1E F1E F1E F1E F1E F2 F3 F3 X1 X1 X1 C-1 C-1 2.2 2.3 2.7 2.6 2.7 1.0 1.6 2.3 2.4 2.4 2.7 2.6 2.6 3.1 3.1 3.1 1.2 1.9 2.7 2.8 2.8 3.3 2.4 2.6 3.1 3.1 3.1 1.4 2.1 2.8 2.9 3.0 3.3 2.0 2.4 2.9 3.0 3.1 1.8 2.2 2.8 3.0 3.0 3.2 1.7 2.4 3.0 3.0 3.2 2.4 2.6 3.1 3.2 3.2 3.4 1.6 2.4 3.2 3.2 3.3 2.7 2.8 3.3 3.4 3.4 3.6 1.7 2.4 3.1 3.1 3.2 2.6 2.7 3.2 3.3 3.3 3.5 0.4 0.4 0.4 0.5 0.5 0.3 0.4 0.4 0.4 0.6 0.7 0.7 0.8 0.8 0.4 0.5 0.6 0.6 0.7 0.8 1.1 1.1 1.3 1.3 1.4 0.5 0.8 1.0 1.1 1.2 1.3 1.7 1.8 2.1 2.1 2.1 0.8 1.3 1.8 1.8 1.9 2.2 2.4 2.4 2.9 2.8 2.8 1.0 1.7 2.5 2.5 2.6 3.0 2.6 2.7 3.2 3.1 3.1 1.3 2.0 2.8 2.9 2.9 3.3 2.3 2.5 3.0 3.0 3.1 1.6 2.1 2.8 2.9 3.0 3.2 1.9 2.4 2.9 3.0 3.1 2.0 2.3 2.9 3.0 3.0 4.6 5.0 5.1 4.4 4.7 4.8 4.0 4.2 4.3 3.5 3.6 3.7 2.9 3.0 3.1 2.6 2.6 2.7 2.0 2.0 2.1 2.5 2.6 2.7 3.0 3.1 3.2 3.1 3.2 3.3 2.9 3.0 3.1 2.6 2.7 2.8 2.5 2.5 2.6 3.6 4.9 4.4 4.1 5.1 4.8 4.9 5.3 5.4 5.0 5.4 5.5 4.7 5.2 5.4 3.1 4.0 4.6 4.8 3.4 4.1 4.5 4.6 4.4 4.2 4.2 4.3 4.6 3.5 4.5 5.2 5.5 3.7 4.6 5.2 5.3 5.2 5.1 5.1 5.3 5.5 3.6 4.6 5.4 5.9 3.7 4.5 5.2 5.5 5.7 5.8 6.0 6.1 6.0 3.4 4.4 5.2 5.9 3.2 4.0 4.7 5.4 5.9 6.4 6.7 6.7 6.4 3.3 4.2 5.0 5.9 2.7 3.4 4.2 5.0 5.8 6.6 7.1 7.1 6.6 3.2 4.1 5.0 5.9 2.2 2.8 3.5 4.4 5.4 6.3 6.9 7.1 6.7 2.7 3.4 4.2 5.0 5.3 4.0 3.6 3.1 2.5 2.4 3.2 4.0 4.9 5.4 5.2 4.2 3.7 3.2 4.3 3.9 4.9 4.8 5.4 5.6 6.0 6.4 6.0 6.7 LOBBY 101 EGRESS PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 2.25 MAXIMUM FOOT-CANDLES 3.6 MINIMUM FOOT-CANDLES 0.3 MINIMUM TO MAXIMUM FC RATIO 0.09 MAXIMUM TO MINIMUM FC RATIO 10.65 AVERAGE TO MINIMUM FC RATIO 6.57 TELLERS 104 EGRESS PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 3.23 MAXIMUM FOOT-CANDLES 5.1 MINIMUM FOOT-CANDLES 2.0 MINIMUM TO MAXIMUM FC RATIO 0.39 MAXIMUM TO MINIMUM FC RATIO 2.58 AVERAGE TO MINIMUM FC RATIO 1.64 105 1ORK #1 EGRESS PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 4.91 MAXIMUM FOOT-CANDLES 5.5 MINIMUM FOOT-CANDLES 3.6 MINIMUM TO MAXIMUM FC RATIO 0.66 MAXIMUM TO MINIMUM FC RATIO 1.51 AVERAGE TO MINIMUM FC RATIO 1.35 BREAK 112 EGRESS PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 4.80 MAXIMUM FOOT-CANDLES 7.1 MINIMUM FOOT-CANDLES 2.2 MINIMUM TO MAXIMUM FC RATIO 0.32 MAXIMUM TO MINIMUM FC RATIO 3.16 AVERAGE TO MINIMUM FC RATIO 2.15 ELECTRICAL EGRESS PHOTOMETRICS PLAN 1/4" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E202 ELECTRICAL EGRESS PHOTOMETRICS PLAN 1/4" = 1'-0" Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage LOBBY 101 ATM 102 OFFICE #1 103 TELLERS 104 WORK #1 105 VAULT 110 OFFICE #2 106 IDF 111 BREAK 112 ALL-GENDER (NON-ACCESSIBLE) 115 ALL-GENDER (ACCESSIBLE) 116 FSR #3 FSR #2 FSR #1 JANITOR / STORAGE 117 CO G G R MD S GD CM WD K K K G C J 1 2 4 4 4G G G G G24 24 26 26 26 26 4141 19 19 19 21 23 2828 28 28 28 28 25 25 25 25 272929 31 31 31 35 35 888 6 4 2 10 10 39 39 39 SSFC 1 CDP 1 FC J M J M CP 120V/1P 93W J NEMA 1 60AS 40AF 2P C-3 C-5 C-25 C-29 C-33 C-31,35 C-8 C-6 C-2 C-10WH 1WH 208V/2P FLA: 28.8 6.0KW SSFC 2FC J M J 120V/1P 93W M 3 CDP 1CP EF 1EF5 M G (X) C-39 C-37 TV+84" 6 E002 TYP C-4 TV 5 E002 TYP C-40,42 3/4"C,2#8,#10G C-32,34 C-27 C-41 C-22 C-12 C-12 C-13 C-15 C-17 C-19 C-21 C-23 C-28 C-26 C-24 G G 6 6 6 GENERAL NOTES: 1.ALL OUTLETS WITHIN 6' OF A SINK SHALL BE GFCI PROTECTED. 2.ALL GFCI OUTLETS SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION PER NEC 210.8. IF EQUIPMENT IS TO BE INSTALLED IN FRONT OF A GFCI OUTLET PROVIDE DEAD FRONT GFCI IN READILY ACCESSIBLE LOCATION FEEDING A STANDARD OUTLET AND LABEL THE GFCI DEADFRONT WITH THE EQUIPMENT NAME. 3.COORDINATE LOCATION AND MOUNTING HEIGHT OF DEVICES WITH ARCHITECTURAL AND FOOD SERVICE FLOOR PLANS AND ELEVATIONS PRIOR TO ROUGH-IN. 4.COORDINATE ALL EQUIPMENT REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH IN. 5.CONTRACTOR SHALL COORDINATE A SITE VISIT WITH ARCHITECT AND OWNER TO REVIEW LIGHTING, OUTLETS, SWITCHES, TELEPHONE, DATA, T.V. ET. HARDWARE LOCATIONS PRIOR TO INSTALLATION. 6.ALL CONDUIT SHALL BE CONCEALED. IN EXPOSED CEILING AREAS, EXPOSED AND SURFACE MOUNTED CONDUIT SHALL BE EMT AND SHALL BE ROUTED ORTHOGONAL TO THE STRUCTURE AND SHALL BE INSTALLED IN NEAT AND WORKMAN LIKE MANNER. 7.ALL DEVICES INCLUDING OUTLETS AND SWITCHES SHALL BE WHITE FINISH WITH WHITE COVER PLATES. COORDINATE ALL FINISHES WITH ARCHITECT. 8.INSTALL ALL DEVICES PER ADA REQUIREMENTS. 9.LABEL ALL OUTLETS WITH PANEL NAME AND CIRCUIT NUMBER USING CLEAR LABEL WITH BLACK PRINTED LETTERS. 10.PROVIDE HANDLE TIES FOR SHARED NEUTRAL CIRCUIT BREAKERS IN PANELBOARDS. 11.MULTI-WIRE BRANCH CIRCUITS SUPPLYING POWER TO THE SYSTEM FURNITURE SHALL BE PROVIDED WITH A MEANS TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT POWER PANEL BOARD WHERE THE BRANCH CIRCUITS ORIGINATE. 12.ALL OUTLETS IN LOBBY SHALL BE TAMPER RESISTANT PER NEC 406.12. KEY NOTES: 1.PROVIDE J-BOX AND 120V POWER FOR ATM. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND ANY ADDITIONAL REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH IN. 2.PROVIDE AND INSTALL 4"X12"X1/4" GROUND BUS WIT #6 WIRE TO BUILDING STEEL. 3.NEW 4'X8' FIRE RETARDANT PLYWOOD MOUNTED TO WALL. PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 4.PROVIDE AND INSTALL NEW WIRE, CONDUIT AND FLOOR BOX. SAW-CUT, PATCH AND FINISH FLOOR TO MATCH ADJACENT SURFACE. 5.ROUTE THROUGH TIME CLOCK CONTROL. COORDINATE SCHEDULE WITH OWNER. SEE SHEET E003 FOR ADDITIONAL INFORMATION. 6.PROVIDE GFCI BREAKER. SEE PANEL SCHEDULES FOR MORE INFORMATION. X EQUIPMENT TAGS: INFORMATION. MECHANICAL TAGS: EXHAUST FAN, VERIFY LOCATION OF EXHAUST WITH MECHANICAL. MAKE FINAL CONNECTION AS REQUIRED. FAN COIL, PROVIDE MOTOR RATED SWITCH FOR DISCONNECTING MEANS, FAN COIL POWERED BY CONDENSING UNIT, PROVIDE UMBILICAL AS REQUIRED. CONDENSATE PUMP, PROVIDE 120V POWER TO CONDENSATE PUMP, COORDINATE REQUIREMENTS AND LOCATION IN FIELD WITH MECHANICAL CONTRACTOR. PROVIDE GFCI PROTECTION VIA GFCI OUTLET, REMOTE GFCI TEST SWITCH, OR GFCI CIRCUIT BREAKER. EF WH FC EQUIPMENT TAGS: COFFEE MACHINE, PROVIDE DEDICATED RECEPTACLE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND NEMA CONFIGURATION WITH MANUFACTURER. COPIER, PROVIDE DEDICATED OUTLET FOR POWER. GARBAGE DISPOSAL, PROVIDE QUAD HALF SWITCHED OUTLET UNDER THE COUNTER. FOR GFCI PROTECTION OUTLET TO BE GFCI OR CONNECTED TO GFCI CIRCUIT BREAKER. PROVIDE SWITCH ABOVE COUNTER FOR CONTROL. COORDINATE SWITCH EXACT LOCATION WITH ARCHITECT. KITCHEN CONVENIENCE OUTLET. PROVIDE DEDICATED OUTLET ABOVE THE COUNTER. COORDINATE EXACT LOCATION WITH ARCHITECT. OUTLET TO BE GFCI OR CONNECTED TO GFCI CIRCUIT BREAKER MICROWAVE DRAWER PROVIDE DEDICATED DUPLEX OUTLET.FOR GFCI PROTECTION PROVIDE A REMOTE ACCESSIBLE GFCI TEST BUTTON ABOVE THE COUNTER (COORDINATE EXACT LOCATION WITH ARCHITECT) OR CONNECT TO A GFCI CIRCUIT BREAKER REFRIGERATOR, PROVIDED DEDICATED DUPLEX RECEPTACLE AT +42" AFF UNLESS NOTED OTHERWISE. WALL MOUNTED DISPLAY SCREEN. COORDINATE LOCATION OF OUTLET, DATA, AND AV BOX WITH AUDIO VISUAL CONTRACTOR. COORDINATE FINAL LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. CONFIRM ALL CONDUIT RUNS AND SIZES WITH AV VENDOR PRIOR TO INSTALLATION. WATER DISPENSER, PROVIDE DEDICATED RECEPTACLE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND NEMA CONFIGURATION WITH MANUFACTURER. WATER HEATER, PROVIDE DISCONNECTING MEANS AS NEEDED FOR NEW WATER HEATER: "208 VOLTS, 1 PHASE, 6 KVA." CM R MD WD GD K CO TV CP ELECTRICAL POWER PLAN 1/4" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E301 ELECTRICAL POWER PLAN 1/4" = 1'-0" SSHP 1 HP 208V/1Ø FLA:18.4 MCA:23 MOCP:25 3.82 KVA C-36,38 3/4"C,2#10,#10G RCO G WP NEMA 3R 30AS 25AF 2P (X)DISCONNECT (X)DISCONNECT 1 1 20 C-20 RCO G WP (E)PHP 1 (E)PHP 2 KEY NOTES: GENERAL NOTES: 1.SEE SINGLE LINE DIAGRAM AND PANEL SCHEDULES FOR FEEDER SIZE AND ADDITIONAL INFORMATION. 2.ALL CONDUIT SHALL PENETRATE THE ROOF AT THE POINT OF CONNECTION AND SHALL BE ROUTED TIGHT UNDER THE DECK, ROOF MOUNTED CONDUIT SHALL NOT BE PERMITTED. 3.COORDINATE ALL REQUIREMENTS AND POINTS OF CONNECTION WITH THE MECHANICAL CONTRACTOR. 4.COORDINATE DISCONNECT MOUNTING LOCATIONS WITH MECHANICAL CONTRACTOR. MOUNT DISCONNECTS ON UNITS OR FREESTANDING ON ROOF USING UNISTRUT SUPPORTS. 5.MAKE FINAL CONNECTIONS TO UNIT USING WEATHERTIGHT FLEXIBLE CONDUIT. 6.PROVIDE FINAL FUSES SIZES FOR THE MANUFACTURER REQUIREMENTS 7.CONDUCTORS ON ROOFTOP EXPOSED TO SUNLIGHT SHALL BE INSTALLED ON "ELEVATED SUPPORT" AT MINIMUM 6" FROM BOTTOM OF CONDUIT TO THE FINISHED ROOFTOP SURFACE. 1.EXISTING FEEDER TO REMAIN; PROTECT IN PLACE. VERIFY BREAKER SIZE WITH EQUIPMENT MANUFACTURER NAMEPLATE AND MECHANICAL PLANS. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. X MECHANICAL TAGS: HEAT PUMP, PROVIDE DISCONNECTING MEANS AS SHOWN. COORDINATE LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR AND MAKE FINAL CONNECTION TO THE UNIT USING FLEXIBLE CONDUIT. ROOF CONVENIENCE OUTLET, WORK OUTLET WITHIN 25' OF ROOF MOUNTED EQUIPMENT. OUTLET TO BE GFCI PROTECTED VIA GFCI OUTLET OR CONNECTED TO A GFCI CIRCUIT BREAKER. HP RCO ELECTRICAL ROOF POWER PLAN 1/4" = 1'-0" SCALE 1 NORTH ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E302 ELECTRICAL ROOF POWER PLAN 1/4" = 1'-0" EXISTING MAIN SWITCHBOARD 'MS' 1,600A, 208Y/120V, 3PH, 4W, NEMA-1, 65kAIC. UTILITY UGPS/ MAIN EXISTING PAD MOUNTED TRANSFORMER LADWP AVAILABLE FAULT CURRENT 65,000 AMPS TO UTILITY POINT OF CONNECTION G N 400AF 400AT 3P M 1 E X I S T I N G M 1 E X I S T I N G M 2 E X I S T I N G M 3 E X I S T I N G M 5 E X I S T I N G M 6 E X I S T I N G 1 2 M 3 E X I S T I N G 4 5 M 6 E X I S T I N G L1 EXISTING HOUSE PANEL 1600AF 1600AT 3P 200AF 200AT 3P 200AF 200AT 3P 200AF 200AT 3P 200AF 200AT 3P 200AF 200AT 3P 200AF 200AT 3P 100AF 100AT 3P 100AF 100AT 3P METER/ DIST. METER/ DIST. 1600A BUS EXISTING PANEL C GENERAL NOTES: 1.ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. 2.PROVIDE TYPE WRITTEN PANEL SCHEDULES WITH LOADS IN PLASTIC SLEEVE. INCLUDE AMP RATING, MAIN CIRCUIT BREAKER RATING, VOLTAGE AND FEEDER/CONDUIT SIZE INFORMATION. 3.PROVIDE PROVISIONS FOR THE FUTURE METERING OF THE ELECTRICAL ENERGY OF EACH BRANCH CIRCUIT BY MEASURING AND REPORTING THE USAGE OF LOAD TYPES UNDER 2025 CEC 130.5(b) "SEPARATION OF CIRCUITS" AND TABLE 130.5-B USING METHOD 3 OF THE NONRESIDENTIAL COMPLIANCE MANUAL 8.3.1.C. EXAMPLE 8-8. PROVIDE PROVISIONS FOR THE FUTURE INTEGRATION OF EATON PX-BCM INTO THE PANELBOARD CONSTRUCTION. 4.PROVIDE ARC FLASH AND AVAILABLE FAULT CURRENT LABELS ON NEW EQUIPMENT PER THE POWER SYSTEM STUDY SPECIFICATION. 5.ALL FEEDER CONDUCTORS SHALL BE STRANDED COPPER RATED 600V OR 250V WITH 'THW' OR 'THHN'. 6.ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER. KEY NOTES:X 1.EXISTING PANELBOARD WITH MODIFIED LOAD, SEE PANEL SCHEDULE FOR MORE INFORMATION. EXISTING GEC 100AF 100AT 3P EXISTING PANEL D RELT L1 EXISTING PANEL M EXISTING PANEL A EXISTING PANEL F2 EXISTING PANEL B EXISTING PANEL H M 4 E X I S T I N G 200AF 200AT 3P EXISTING PANEL E M EXISTING PANEL E1 E X I S T I N G M M 100AF 100AT 3P M E X I S T I N G 100AF 100AT 3P EXISTING PANEL B1 EXISTING PANEL G E X I S T I N G 1 SPARE 1 1 CBCIRCUIT DESCRIPTION LOAD KVA # CKT BREAKER TRIP/POLES A # NOTE NOTE: NEUTRAL: BUS AMPS: VOLTS:AIC: MAIN BKR: LUGS:FED FROM: MOUNTING: ROOM:RATING: TOTAL FAULT: MS 65,000 NEMA 1 100% UTILITY ELECTRICAL ROOM FLOOR EXISTING 208Y/120V 3P 4W 1600 65,000 1600 STANDARD 34.6400/31 34.6 34.6 17.3200/32 17.3 17.3 17.3200/33 17.3 17.3 17.3200/34 17.3 17.3 16200/35 14.4 15.1 17.3200/36 17.3 17.3 17.3200/37 17.3 17.3 9.01100/38 9.01 9.01 17.3150/39 17.3 17.3 9.01100/310 9.01 9.01 9.01100/311 9.01 9.01 0100/312 0 0 9.01100/313 9.01 9.01 TOTAL CONNECTED KVA BY PHASE 189189190 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING 1.83 2.28 (125%) LARGEST MOTOR 7.98 2 (25%) MOTORS 1.49 1.49 (100%) RECEPTACLES 11.3 10.6 (50%>10) KITCHEN EQUIPMENT 4 3.2 (80%) CONTINUOUS 1.2 1.5 (125%) NONCONTINUOUS 523 523 (100%) HEATING 25.8 25.8 (100%) COOLING 19.8 0 (0%) TOTAL LOAD 570 BALANCED 3-PHASE LOAD 1,580 A (X) - EXISTING CIRCUIT BREAKER WITH EXISTING LOAD TO REMAIN. (EXISTING LOAD IS ESTIMATED BY CONSIDERING THE 80% OF THE BREAKER CAPACITY) (R) - EXISTING BREAKER, REVISED LOAD, FIELD VERIFY. (X)PANEL M (X)PANEL A (X)PANEL F2 (X)PANEL E (R)PANEL C (X)PANEL H (X)PANEL B (X)PANEL E1 (X)PANEL HP5 (X)PANEL G (X)PANEL D SPARE (X)PANEL D NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A STANDARD MLO 22,000 200 208Y/120V 3P 4W EXISTING, NEMA 1 FLUSH BREAK 112 C MS 100% 20/1 1.83 20/1 0.3621 20/120/1 43 0.361 20/120/1 65 0.361 35/3 2.66 20/1 0.5487 20/1 |109 0.362.66 20/1 |1211 0.1862.66 20/1 1.2 35/3 2.661413 |20/1 1615 2.661 |20/1 1817 2.661 20/1 0.54 20/1 0.362019 20/120/1 2221 0.180.36 20/120/1 2423 0.540.36 20/1 1.08 20/1 0.722625 20/120/1 2827 1.081 20/120/1 3029 00.36 20/1 0.9 20/2 0.053231 |20/1 3433 0.050.18 25/220/1 3635 1.910.72 20/1 1.2 |1.913837 40/220/1 4039 30.54 |20/1 4241 30.36 TOTAL CONNECTED KVA BY PHASE 16 14.4 15.1 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING 1.83 2.28 (125%) LARGEST MOTOR 7.98 2 (25%) MOTORS 1.49 1.49 (100%) RECEPTACLES 11.3 10.6 (50%>10) KITCHEN EQUIPMENT 4 3.2 (80%) CONTINUOUS 1.2 1.5 (125%) HEATING 25.8 25.8 (100%) COOLING 19.8 0 (0%) TOTAL LOAD 46.9 BALANCED 3-PHASE LOAD 130 A (X) - EXISTING CIRCUIT BREAKER WITH EXISTING LOAD TO REMAIN. (R) - EXISTING BREAKER, REVISED LOAD, FIELD VERIFY. (N) - NEW BREAKER, NEW LOAD (GCB) - GFCI CIRCUIT BREAKER (1) - VERIFY BREAKER SIZE WITH EQUIPMENT MANUFACTURER NAMEPLATE. (R) LIGHTING (R) COFFE MACHINE (R) WATER DISPENSER (N) PHP-1 (R)(GCB) GARBAGE DISPOSAL (R)(GCB) MICROWAVE DRAWER (R)(GCB) REFRIGERATOR (R) 111 IDF CONV. RCPT (R) 111 IDF RACK 1 RCPT (R) 111 IDF RACK 2 RCPT (R) OFFICE #1 & #2 RCPT (R) 105 WORK#1 COPIER (N) 105 WORK RCPT (N)TELLERS #1&#2 RCPT (N)TELLERS #1 & #2 TCR RCPT (N)TELLERS #3&#4 RCPT (N)102 ATM (N)102 ATM CONV. RCPT (N)RR CONV. RCPT (R) FS3 #1 RCPT (R) FSR #2 RCPT (R) FS3 #3 RCPT (R) 101 CONV. RCPT (R) 101 DOC PRINTER RCPT (GCB)(N)111 IDF,102 ATM, CDP-1 (N) PHP-2 (R) ROOF CONV. RCPT (R)101 TV RCPT (R) BREAK CONV. RCPT (R) STORAGE, BREAK, CONV. RCPT (R) 110 VAULT RCPT SPARE (N) EF-1 (N) SSHP-1 (N) WH-1 SINGLE LINE DIAGRAM & PANEL SCHEDULES NONE SCALE 1 ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E401 SINGLE LINE DIAGRAM & PANEL SCHEDULES ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E501 ELECTRICAL SPECIFICATIONS ISSUE DATES: SCALE: JOB NUMBER:25.010 PERMISSION AND CONSENT OF HOWARD ANDERSON + ARCHITECTURE WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN HOWARD ANDERSON + ARCHITECTURE BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY H o w a r d A n d e r s o n A R C H I T E C T U R E 2 1 9 4 C a r m e l V a l l e y R o a d D e l M a r , C A 9 2 0 1 4 t e l .8 5 8 .7 5 5 .5 0 0 9 H A A a r c h i t e c t s .c o m 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N 03.06.2026 PLAN CHECK RESUBMITTAL H+W PROJECT #25-404 E502 ELECTRICAL SPECIFICATIONS ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL MECHANICAL GENERAL NOTES BUILDING DEPARTMENT 1.ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3 AND 120.4 OF THE 2025 C.E.C. AND CHAPTER 6 AND 12 OF THE C.M.C. 2025. 2.ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 110.2 AND 120.2 OF THE C.E.C. 2025. 3.ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 110.0 AND 110.2 OF THE C.E.C. 2025. 4.INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8 OF THE C.E.C. 2025. 5.AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, MOUNTED AND SEALED IN ACCORDANCE WITH CHAPTER 6 AND 9 OF C.M.C. 2025 AND SECTION 120.1 OF THE C.E.C. 2025. 6.PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2000 CFM PER SECTION 609.1 CMC. 7.ALL EXHAUST OUTLETS SHALL COMPLY WITH SECTION 504.5 AND/OR SECTION 506.9 OF THE C.M.C. 2025. 8.ALL GENERAL EXHAUST DUCT SHALL BE GALVANIZED SHEET METAL. MINIMUM SHEET METAL THICKNESS SHALL BE PER TABLE 506.2 (1) OR 506.2 (2) OF THE C.M.C. 2025. 9.SPACING OF SUPPORTS FOR EXHAUST DUCTS SHALL NOT EXCEED 12 FEET FOR 8-INCH DUCT NOR 20 FEET FOR LARGER DUCTS. 10.CALIFORNIA MECHANICAL CODE 2025 C.M.C. 2025 IS THE CURRENT CODE THAT IS APPLICABLE TO THIS PROJECT. 11.CERTIFICATE OF ACCEPTANCE (MECH-2A) AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. 12.ALL MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. 13.ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION 110.1-110.3, 110.5, 120.1-120.4 TITLE 24 ENERGY STANDARDS. 14.ROOF ACCESS LADDER SHALL COMPLY WITH SECTION 304 CMC. 15.FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH PER SECTION 603.4.1 CMC. 16.EXHAUST DUCTS SHALL BE EQUIPED WITH BACK-DRAFT DAMPERS PER SEC. 504.1.1 CMC. 17.DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTIONS 110.6 AND 110.7 E.E.S. 18.GARAGE VENTILATION SYSTEM SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY AND TESTING REPORT SHALL BE SUBMITTED TO THE MECHANICAL FIELD INSPECTOR PRIOR TO FINAL INSPECTION AND OCCUPANCY. GENERAL NOTES 1.DO NOT SCALE DRAWINGS - ALL DIMENSIONS AND JOBSITE CONDITIONS SHALL BE VERIFIED AT THE JOB SITE PRIOR TO START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 2.SEE ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR THE EXACT LOCATION OF CEILING DIFFUSERS, REGISTERS, AND GRILLES. 3.SEE ARCHITECTURAL DRAWINGS FOR ROOF ACCESS AND ANY ADDITIONAL ENERGY CONSERVATION NOTES. 4.ALL OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED SO AS TO PERMIT EASY CONNECTION. COORDINATE DUCTWORK, STRUCTURAL CONDITIONS, AND ARCHITECTURAL LAYOUT. 5.WHERE SOUND INSULATION IS INDICATED, DUCT DIMENSIONS ARE NET CLEAR - e.g. AFTER INSULATION HAS BEEN INSTALLED. 6.INSULATE ALL SUPPLY & RETURN AIR DUCTWORK, INCLUDING DUCTS W/ SOUND INSULATIVE LINER, WITH OWENS/CORNING FIBERGLASS INSULATION W/VAPOR BARRIER 1-1/2" THICK AND A MINIMUM AVERAGE INSTALLED 'R' VALUE OF 8 OR AS DICTATED BY SECTION 120.4 C.E.C. 2025 AND SECTION 605.0 C.M.C. 2025, WHICHEVER IS MORE STRINGENT. 7.SEE PLUMBING DRAWINGS FOR CONDENSATE PIPING. 8.SPACE SHALL NOT BE OCCUPIED UNTIL RESTROOMS COMPLYING WITH THE CALIFORNIA PLUMBING CODE AND HEATING AND VENTILATION SYSTEMS COMPLYING WITH THE CALIFORNIA MECHANICAL CODE AND CALIFORNIA BUILDING CODE HAVE BEEN PERMITTED AND PROVIDED IN A FUTURE TENANT IMPROVEMENT. STRUCTURAL NOTES MANDATORY MEASURES CERTIFICATION OF EQUIPMENT EFFICIENCY (ᴤ110 AND ᴤ111) ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REGULATIONS, THAT THE APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE. FOR CERTIFIED APPLIANCES, GO TO WWW.ENERGY.CA.GOV/APPLIANCES/DATABASE HVAC EQUIPMENT EFFICIENCIES (ᴤ112) MECHANICAL EQUIPMENT INSTALLED IN A BUILDING SUBJECT TO THESE REGULATIONS MUST BE CERTIFIED AS MEETING CERTAIN MINIMUM EFFICIENCY. THESE REQUIREMENTS ARE CONTAINED IN §112. THE AFUE, COP, EER, IPLV, COMBUSTION EFFICIENCY, AND THERMAL EFFICIENCY VALUES OF ALL EQUIPMENT MUST BE DETERMINED USING THE APPLICABLE TEST METHOD SPECIFIED IN THE STANDARDS. THE FOLLOWING SPACE-CONDITIONING EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL APPLICABLE EFFICIENCY REQUIREMENTS OF THE STANDARDS: ALL AIR CONDITIONERS, HEAT PUMPS AND CONDENSING UNITS >135,000 BTU/HR; ALL WATER CHILLERS; ALL GAS AND OIL FIRED FURNACES AIR FURNACES WITH INPUT RATING >225,000 BTU/HR SHALL HAVE AN INTERMITTENT IGNITION OR INTERRUPTED DEVICE (IDD), AND HAVE EITHER POWER VENTING OR A FLUE DAMPER. SERVICE WATER HEATING (ᴤ111 AND ᴤ113) CERTIFICATION BY MANUFACTURERS. ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF THE REQUIREMENTS OF THIS SUBSECTION FOR THAT SYSTEM OR EQUIPMENT. OUTLET TEMPERATURE CONTROLS. ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN 167,000 BTU/HR, OUTLETS THAT REQUIRE HIGHER THAN SERVICE WATER TEMPERATURES AS LISTED IN THE ASHRAE HANDBOOK, APPLICATIONS VOLUME, SHALL HAVE SEPARATE REMOTE HEATERS, HEAT EXCHANGERS, OR BOOSTERS TO SUPPLY THE OUTLET WITH THE HIGHER TEMPERATURE. CONTROLS FOR HOT WATER DISTRIBUTION SYSTEMS. SERVICE HOT WATER SYSTEMS WITH CIRCULATING PUMPS OR WITH ELECTRICAL HEAT TRACE SYSTEMS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE SYSTEM. OUTDOOR AIR AND EXHAUST DAMPER CONTROL (ᴤ120.2f) OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. ECONOMIZER FDD (ᴤ120.2i) ALL NEWLY INSTALLED AIR-COOLED PACKAGED DX UNITS WITH ECONOMIZERS SHALL INCLUDE A STAND ALONE OR INTEGRATED FAULT DETECTION AND DIAGNOSTICS SYSTEM. VENTILATION (ᴤ121) ALL ENCLOSED SPACES IN A BUILDING THAT ARE NORMALLY USED BY HUMANS SHALL BE VENTILATED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION AND THE CBC. THE OUTDOOR AIR-VENTILATION RATE AND AIR-DISTRIBUTION ASSUMPTIONS MADE IN THE DESIGN OF THE VENTILATING SYSTEM SHALL BE CLEARLY IDENTIFIED ON THE BUILDING PLANS REQUIRED BY §10-103 OF TITLE 24, PART 1. EVERY SPACE IN A BUILDING SHALL BE DESIGNED TO HAVE OUTDOOR AIR VENTILATION EITHER BY NATURAL VENTILATION OR MECHANICAL VENTILATION. TIMES OF OCCUPANCY: THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 121(B)2 SHALL BE SUPPLIED TO EACH SPACE AT ALL TIMES WHEN THE SPACE IS USUALLY OCCUPIED. DESIGN AND CONTROL REQUIREMENTS FOR QUANTITIES OF OUTDOOR AIR: ALL MECHANICAL VENTILATION AND SPACE-CONDITIONING SYSTEMS SHALL BE DESIGNED WITH AND HAVE INSTALLED DUCTWORK, DAMPERS, AND CONTROLS TO ALLOW OUTSIDE AIR RATES TO BE OPERATED AT THE LARGER OF (1) THE MINIMUM LEVELS SPECIFIED IN SECTION 121(B)1 OR 2 THE RATE REQUIRED FOR MAKE-UP OF EXHAUST SYSTEMS THAT ARE REQUIRED FOR A PROCESS, FOR CONTROL OF ODORS, OR FOR THE REMOVAL OF CONTAMINANTS WITHIN THE SPACE. CONTROLS (ᴤ122) THERMOSTATS, ALL UNITARY HEATING AND/OR COOLING SYSTEMS HEAT PUMPS THAT ARE NOT CONTROLLED BY A CENTRAL ENERGY MANAGEMENT CONTROL SYSTEM (ECMS) SHALL HAVE A SETBACK THERMOSTAT. THERMOSTATIC CONTROLS FOR EACH ZONE: THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH SPACE-CONDITIONING ZONE OR DWELLING UNIT SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE AND THAT MEETS THE APPLICABLE REQUIREMENTS OF SECTION 122(B). CRITERIA FOR ZONAL THERMOSTATIC CONTROLS: THE INDIVIDUAL THERMOSTATIC CONTROLS REQUIRED BY SECTION 122(A) SHALL MEET REQUIREMENTS; FOR HEATING SHALL BE CAPABLE OF BEING SET, LOCALLY OR REMOTELY, DOWN TO 55°F OR LOWER. OR FOR COOLING IT SHALL BE CAPABLE OF BEING SET, LOCALLY OR REMOTELY, UP TO 85°F OR HIGHER. SHUT-OFF AND RESET CONTROLS FOR SPACE-CONDITIONING SYSTEMS; SHALL BE INSTALLED WITH CONTROLS THAT COMPLY WITH CONTROLS CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NONUSE AND SHALL HAVE BY HAVING AN AUTOMATIC TIME SWITCH CONTROL DEVICE AND ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO 4 HOURS. PIPE INSULATION (§123) THE PIPING FOR ALL SPACE-CONDITIONING AND SERVICE WATER-HEATING SYSTEMS WITH FLUID TEMPERATURES LISTED IN TABLE 4-4 SHALL INSTALL THE AMOUNT OF INSULATION SPECIFIED. DUCT CONSTRUCTION AND INSULATION (§124) ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT NOT LIMITED TO, BUILDING CAVITIES, MECHANICAL CLOSETS, AIR-HANDLER BOXES AND SUPPORT PLATFORMS USED AS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF THE 2025 CMC SECTIONS 601, 602, 603, 604, 605, AND STANDARD 6-5. ACCEPTANCE TESTS (§125 AND REFERENCE NONRESIDENTIAL APPENDIX NA7) BEFORE AN OCCUPANCY PERMIT IS GRANTED THE CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY THAT CERTIFIES THAT THE EQUIPMENT AND SYSTEMS MEET THE ACCEPTANCE REQUIREMENTS. COMMISSIONING BUILDING COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEM AND COMPONENTS MEET THE OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS. COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 5.410.2 BY TRAINED PERSONNEL WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY. BUILDING CODE 2025 CALIFORNIA BUILDING CODE, VOLUMES 1&2 GREEN BUILDING CODE 2025 CALIFORNIA GREEN BUILDING STANDARDS MECHANICAL CODE 2025 CALIFORNIA MECHANICAL CODE ELECTRICAL CODE 2025 CALIFORNIA ELECTRICAL CODE PLUMBING CODE 2025 CALIFORNIA PLUMBING CODE FIRE CODE 2025 CALIFORNIA FIRE CODE ACCESSIBILITY DISABLED ACCESS CODE ENERGY CODE 2025 TITLE 24 CALIFORNIA ENERGY CODE CODES DUCT MATERIAL SCHEDULE SYSTEM DESCRIPTION MATERIAL DESCRIPTION SUPPLY INDOOR G90 GALVANIZED STEEL ASTM A653, UP TO +2" WG, PER SMACNA DUCT CONSTRUCTION STANDARD WITH MINIMUM R4.2 INSULATION RETURN INDOOR G90 GALVANIZED STEEL ASTM A653, -2" WG, PER SMACNA DUCT CONSTRUCTION STANDARD WITH MINIMUM R4.2 INSULATION. INDIRECTLY CONDITIONED SPACES DO NOT REQUIRE INSULATION. GENERAL EXHAUST INDOOR G90 GALVANIZED STEEL ASTM A653, UP TO -2" WG, PER CMC TABLE 5-5 AND 5-6 SHEET INDEX M001 - MECHANICAL - LEAD SHEET M002 - MECHANICAL - SCHEDULES MT01 - MECHANICAL - TITLE-24 M100 - MECHANICAL - ZONE PLAN M200 - MECHANICAL - DEMOLITION - FLOOR PLAN M201 - MECHANICAL - DEMOLITION - ENLARGED ROOF PLAN M300 - MECHANICAL - NEW WORK - FLOOR PLAN M301 - MECHANICAL - NEW WORK - ENLARGED ROOF PLAN M500 - MECHANICAL - DETAILS M501 - MECHANICAL - DETAILS & DIAGRAMS GREEN NOTES 1.THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR THE MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, RETURN AIR FILTERS WITH A MERV OF 13, BASED ON ASHRAE 52.2, 2025, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.2, 2025 SHALL BE USED. ALL FILTERS SHALL REPLACED IMMEDIATELY PRIOR TO OCCUPANCY. 2.AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. 3.IN MECHANICALLY VENTILATED BUILDINGS, REGULARLY OCCUPIED AREAS OF THE BUILDING SHALL BE PROVIDED WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. 4.WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS, OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CSU OR CAMPUS OF THE UC, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS, OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS. 5.MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 121 OF THE 2025 C.E.C. OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8. 6.FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 2025 C.E.C. 7.INSTALLATION OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.5801.2. HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFC'S AND SHALL NOT CONTAIN HALONS. SCOPE OF WORK PIPE MATERIAL SCHEDULE SYSTEM NAME ABBREVIATION PIPING MATERIAL FITTINGS INSULATION INDOOR JACKET OUTDOOR JACKET REFRIGERANT REFG TYPE 'ACR' COPPER ACR CU W/BRAZED JOINTS RUBATEX FACTORY ALUMINUM 1.HVAC DUCT SYSTEMS SHALL BE DESIGNED FOR SEISMIC FORCES AND SEISMIC RELATIVE DISPACEMENTS AS REQURED IN ASCE 7 SECTION 13.3. EXCEPTIONS: THE FOLLOWING EXCEPTIONS PERTAIN TO DUCTWORK NOT DESIGNED TO CARRY TOXIC, HIGHLY TOXIC OR FLAMMABLE GASES OR NOT USED FOR SMOKE CONTROL. A.DESIGN FOR SEISMIC FORCES AND RELATIVE DISPLACEMENTS OF SECTION 13.3 SHALL NOT BE REQUIRED FOR DUCT SYSTEMS WHERE FLEXIBLE CONNECTIONS OR OTHER ASSEMBLIES ARE PROVIDED TO ACCOMODATE THE RELATIVE DISPLACEMENT BETWEEN THE DUCT SYSTEM AND ASSOCIATED COMPONENETS, THE DUCT SYSTEM IS POSITIVELY ATTACHED TO THE STRUCTURE, AND WHERE ONE OF THE FOLLOWING APPLY: B.TRAPEZE ASSEMBLIES WITH 3/8" OR 1/2" DIAMETER ROD HANGERS NOT EXCEEDING 12" IN LENGTH FROM THE DUCT SUPPORT POINT TO THE CONNECTION AT THE SUPPORTING STRUCTURE ARE USED TO SUPPORT THE DUCT, AND THE TOTAL WEIGHT SUPPORTED BY ANY SINGLE TRAPEZE IS LESS THAN 10 LB/FT AND 100 LB OR LESS; OR C.THE DUCT IS SUPPORTED BY INDIVIDUAL ROD HANGERS 3/8" OR 1/2" IN DIAMETER, AND EACH HANGER IN THE DUCT RUN IS 12" OR LESS IN LENGTH FROM THE DUCT SUPPORT POINT TO THE CONNECTION AT THE SUPPORTING STRUCTURE, AND THE TOTAL WEIGHT SUPPORTED BY ANY SINGLE ROD IS 50 LB OR LESS. 2.COMPONENTS THAT ARE INSTALLED IN LINE WITH THE DUCT SYSTEM AND HAVE AN OPERATING WEIGHT GREATER THAN 75 LB, SUCH AS FANS, TERMINAL UNITS, HEAT EXCHANGERS AND HUMDIFIERS, SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE DUCT SYSTEM, AND SUCH BRACES SHALL MEET THE REQUIREMENTS OF ASCE 7 SECTION 13.3.1. 3.COMPONENTS THAT ARE INSTALLED IN LINE WITH THE DUCT SYSTEM, HAVE AN OPERATING WEIGHT OF 75 POUNDS OR LESS, SUCH AS SMALL TERMINAL UNITS, DAMPERS, LOUVER AND DIFFUSERS, AND ARE OTHERWISE NOT INDEPENDENTLY BRACED SHALL BE POSITIVELY ATTACHED WITH MECHANCAL FASTENERS TO THE RIGID DUCT ON NOTH SIDE. PIPING AND CONDUIT ATTACHED IN-LINE TO EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMODATE THE SEISMIC RELATIVE DISPLACEMENTS OF ASCE 7 SECTION 13.3.2. 4.DESIGN FOR THE SEISMIC FORCES OF ASCE 7 SECTION 13.3 SHALL NOT BE REQUIRED FOR PIPING SYSTEMS WHERE FLEXIBLE CONNECTIONS, EXPANSION LOOPS OR OTHER ASSEMBLIES ARE PROVIDED TO ACCOMODATE THE RELATIVE DISPLACEMENT BETWEEN COMPONENT AND PIPING, WHERE THE PIPING IS POSITIVELY ATTACHED TO THE STRUCTURE, AND WHERE ANY OF THE FOLLOWING CONDITIONS APPLY: A.TRAPEZE ASSEMBLIES ARE SUPPORTED BY 3/8" OR 1/2" DIAMETER ROD HANGERS NOT EXCEEDING 12" IN LENGTH FROM THE PIPE SUPPORT POINT TO THE CONNECTION AT THE SUPPORTING STRUCTURE, AND NO SINGLE PIPE EXCEEDS THE DIAMETER LIMITS SET FORTH IN ITEM B.2. BELOW OR 2" WHERE Ip IS GREATER THAN 1.0 AND THE TOTAL WEIGHT SUPPORTED BY ANY SINGLE TRAPEZE IS 100 LB OR LESS; OR B.THE PIPING THAT HAS AN Rp IN ASCE 7 TABLE 13.6-1 OF 4.5 OR GREATER SUPPORTED BY ROD HANGERS AND PROVISIONS ARE MADE TO AVOID IMPACT WITH OTHER STRUCTURAL OR NOSTRUCTURAL COMPONENTS OR TO PROTECT THE PIPING IN THE EVENT OF SUCH IMPACT, OR PIPES WITH Ip = 1.0 SUPPORTED BY INDIVIDUAL ROD HANGERS 3/8" OR 1/2" IN DIAMETER, WHERE EACH HANGER IN THE PIPE RUN IS 12" OR LESS IN LENGTH FROM THE PIPE SUPPORT POINT TO THE CONNECTION AT THE SUPPORTING STRUCTURE; AND THE TOTAL WEIGHT SUPPORTED BY ANY SINGLE HANGER IS 50 LB OR LESS. IN ADDITION, THE FOLLOWING LIMITATIONS ON THE SIZE OF PIPING SHALL BE OBSERVED: B.1.IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F WHERE Ip IS GREATER THAN 1.0, THE NOMINAL PIPE SIZE SHALL BE 1" OR LESS. B.2.IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F WHERE Ip = 1.0, THE NOMINAL PIPE SIZE SHALL BE 3" OR LESS. MUNICIPAL CODE CITY OF SANTA ANA TITLE-24 NEW DUCTS SHALL MEET THE REQUIREMENTS OF CALIFORNIA ENERGY CODE SECTION 120.4 M001 MECHANICAL LEAD SHEET THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE REDUCTING TWO (2) EXISTING ROOFTOP PACKAGE HEAT PUMPS (E)PHP-1 & (E)PHP-2 TO SERVE A NEW BANK BRANCH. IN ADDITION, THE FOLLOWING NEW EQUIPMENT SHALL BE PROVIDED: -ONE (1) DUCTLESS SPLIT SYSTEM INDOOR UNIT TO SERVE AN ATM MACHINE (SSFC-1). -ONE (1) DUCTLESS SPLIT SYSTEM INDOOR UNIT TO SERVE AN IDF ROOM (SSFC-2). -ONE (1) DUCTLESS SPLIT SYSTEM OUTDOOR UNIT (SSHP-1) TO SERVE SSFC-1 AND SSFC-2. -ONE (1) NEW IN-LINE EXHAUST FAN (EF-1) TO SERVE A BREAK ROOM, TWO ALL-GENDER RESTROOMS, JANITOR/STORAGE CLOSET, AND COPY/PRINTER ROOM. MECHANICAL LEGEND SYMBOL ABBR.DESCRIPTION DEMO EXIST. EQUIP. OR PIPES SHOWN HATCHED SUPPLY AIR DIFFUSER RETURN AIR REGISTER EXHAUST AIR GRILLE SUPPLY DUCT RETURN DUCT EXHAUST DUCT SUPPLY/RETURN/EXHAUST DUCT UP/DOWN PVC COATED OR STAINLESS STEEL DUCT DUCT WITH SOUND INSULATION BDD BACKDRAFT DAMPER MVD MANUAL VOLUME DAMPER SQUARE TO ROUND CONCENTRIC REDUCER AIRFLOW DIRECTION ARROW ROOM THERMOSTAT AND ZONE NUMBER S.D.SMOKE DETECTOR MG MAGNEHELIC GAUGE C02 CO2 SENSOR POC/POD POINT OF CONNECTION/POINT OF DISCONNECTION DOOR UNDERCUT CD CONDENSATE PIPE CDWS CONDENSER WATER SUPPLY PIPE CDWR CONDENSER WATER RETURN PIPE CHWS CHILLED WATER SUPPLY PIPE CHWR CHILLED WATER RETURN PIPE HHWS HEATING HOT WATER SUPPLY PIPE HHWR HEATING HOT WATER RETURN PIPE FURNISHED AND INSTALLED BY MECHANICAL FURNISHED BY MECHANICAL INSTALLED BY ELECTRICAL FURNISHED & INSTALLED BY ELECTRICAL XX-##T SD MG C02 U C CD CDWS CDWR CHWS CHWR HHWS HHWR NECK SIZE SUPPLY DIFFUSER AIR QUANTITY (C.F.M.) X XcfmXX TYPE NECK SIZE EXHAUST / RETURN REGISTER AIR QUANTITY (C.F.M.) X Xcfm XX TYPE DETAIL NUMBER SHEET NUMBER DETAIL CALL-OUT EQUIPMENT TYPE EQUIPMENT TAG EQUIPMENT ID ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M002 MECHANICAL SCHEDULES SPLIT SYSTEM OUTDOOR HEAT PUMP SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.SERVICE NO. REQUIRED CAPACITY SENSIBLE (BTUH) CAPACITY TOTAL (BTUH) AMBIENT AIR TEMP (°F) DB HEATING CAPACITY (BTUH) ELECTRICAL SEER2 / EER2 COP OPER WEIGHT (LBS) REMARKSV/PH/HZ MAX FUSE MCA CARRIER 37MGRAQ24DA3 SSFC-1 SSFC-2 1 17.9 19.9 91.0 23.9 208/1/60 25 23 25/13.5 1 139 UNIT SHALL BE USED FOR COOLING ONLY. PROVIDE SINGLE POINT POWER CONNECTION. R-454B REFRIGERANT. MANUFACTURER'S MAXIMUM DEVELOPED PIPE LENGTH OF 262.5 FT. SSHP 1 SPLIT SYSTEM INDOOR FAN COIL SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.SERVICE NO. REQUIRED SA (CFM) MIN OA (CFM)ESP CAPACITY SENSIBLE (BTUH) CAPACITY TOTAL (BTUH) HEATING CAPACITY (BTUH) COIL DATA ELECTRICAL OPER WEIGHT (LBS) REMARKSEAT DB (°F) EAT WB (°F)V/PH/HZ MCA CARRIER 45MAHAQ06XA3 ATM 102 1 380 N/A N/A 4.5 4.9 5.9 72.0 61.0 208/1/60 3 23 PROVIDE WALL MOUNTING BRACKET, 115V CONDENSATE PUMP, OVERFLOW SWITCH AND PROGRAMMABLE TITLE 24 THERMOSTAT. INDOOR UNIT POWERED BY OUTDOOR UNIT. PIPING SHALL BE 3/8" GAS & 1/4" LIQ . CARRIER 45MAHAQ18XA3 IDF 111 1 635 N/A N/A 13.4 14.9 17.9 72.0 61.0 208/1/60 3 27 PROVIDE WALL MOUNTING BRACKET, 115V CONDENSATE PUMP, OVERFLOW SWITCH AND PROGRAMMABLE TITLE 24 THERMOSTAT. INDOOR UNIT POWERED BY OUTDOOR UNIT. PIPING SHALL BE 1/2" GAS & 1/4" LIQ . SSFC 1 SSFC 2 EXHAUST FAN SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.LOCATION SERVICE TYPE CFM ESP (IN) FAN RPM ELECTRICAL OPER WEIGHT (LBS) REMARKS V/PH/HZ HP GREENHECK CSP-A510-VG BREAK 112 WORK 105, BREAK 112, ALL GENDER 115 & 116, JANITOR CLOSET 117 INLINE 385 0.25 1031 208/1/60 0.09 37 NEW FAN WITH VARI-GREEN EC MOTOR. BACKDRAFT DAMPER.EF 1 GRILLES, REGISTERS AND DIFFUSER SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.TYPE SIZE (IN)DESCRIPTION PRICE PDMC SUPPLY SEE FLOOR PLANS 24X24 SUPPLY AIR DIFFUSER WITH ROUND NECK, PERFORATED FACE, MODULAR CORE, ADJUSTABLE FLOW PATTERN, STANDARD FINISH AND FRAME FOR LAY-IN CEILING. PRICE PDMC SUPPLY SEE FLOOR PLANS 16X16 SUPPLY AIR DIFFUSER WITH ROUND NECK, PERFORATED FACE, MODULAR CORE, ADJUSTABLE FLOW PATTERN, STANDARD FINISH AND FRAME FOR HARD-LID CEILING. PRICE PDDR RETURN SEE FLOOR PLANS 24X24 RETURN AIR REGISTER WITH ROUND NECK, PERFORATED FACE, STEEL CONSTRUCTION AND TYPE 3 FRAME FOR LAY-IN CEILING. PRICE PDDR EXHAUST SEE FLOOR PLANS 24X24 SQUARE EXHAUST AIR GRILLE WITH ROUND NECK, PERFORATED FACE, STEEL CONSTRUCTION AND TYPE 3 FRAME SUITABLE FOR LAY-IN CEILING. PRICE PDDR EXHAUST SEE FLOOR PLANS 16X16 SQUARE EXHAUST AIR GRILLE WITH ROUND NECK, PERFORATED FACE, STEEL CONSTRUCTION AND TYPE 3 FRAME SUITABLE FOR HARD-LID CEILING. S1 S2 R1 E1 E2 EXISTING ROOFTOP PACKAGE HEAT PUMP SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.SERVICE NOMINAL SIZE (TONS) NET SENSIBLE CAPACITY (MBH) NET TOTAL CAPACITY (MBH) AMBIENT AIR TEMP (°F) DB EAT DB (°F) EAT WB (°F) LAT DB (°F) LAT WB (°F) UNIT SA (CFM) MIN OA (CFM) UNIT RA (CFM) ESP (IN. WG) SEER/ EER HEATING TYPE HEATING OUTPUT (MBH) HSPF ELECTRICAL FILTER REFRIGERANT OPER WEIGHT (LBS) REMARKS V/PH/HZ MCA MAXIMUM SIZE FUSE % EFF. YORK XN060C00B2A1AAA1A1 LOBBY 101 5.0 43.6 57.6 91 80 64 55 54 2000 200 1800 1.0 14.0/11.0 HEAT PUMP 52.8 8.0 208/3/60 27.7 35 THROWAWAY R-410A 630 EXISTING UNIT TO REMAIN. REBALANCE TO AIRFLOWS INDICATED. VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTORS. YORK XN060C00B2A1AAA1A1 OFFICE 103, TELLER 104, WORK 105, OFFICE 106, VAULT 110, BREAK 112, ALL GENDER 115 & 116, JANITOR CLOSET 117 5.0 43.6 57.6 91 85 66 55 53 2000 385 1615 1.0 14.0/11.0 HEAT PUMP 52.8 8.0 208/3/60 27.7 35 THROWAWAY R-410A 630 EXISTING UNIT TO REMAIN. REBALANCE TO AIRFLOWS INDICATED. VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTORS. (E)PHP 1 (E)PHP 2 ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL MT01 MECHANICAL TITLE-24 Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage SSFC-1 SSFC-2 (E)PHP-2 (E)PHP-1 T SSFC-1 1 TSSFC-21 T (E)PHP-2 2 T (E)PHP-1 2 NORTH MECHANICAL - ZONE PLAN 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M100 MECHANICAL ZONE PLAN PROVIDE NEW TITLE-24 THERMOSTAT. RELOCATE EXISTING THERMOSTAT. 1 ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL 2 T (E)PHP-1 T (E)PHP-2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 6 6 11 1 1 1 1 1 1 1 1 1 1 1 1 5 44 11 (E)16"Ø SA & (E)18"Ø RA U.T.R. TO (E)PHP-2 (E)16"Ø SA & (E)18"Ø RA U.T.R. TO (E)PHP-1 10Ø 18Ø 10Ø 10Ø 10Ø 10 Ø 10 Ø 12 Ø 12Ø 12Ø 12Ø 12Ø 12Ø 18 Ø 10 Ø NORTH MECHANICAL - DEMOLITION - FLOOR PLAN 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M200 MECHANICAL DEMOLITION FLOOR PLAN DEMO ALL HATCHED DUCTWORK (TYP). EXISTING CEILING MOUNTED SUPPLY AIR DIFFUSER TO BE REMOVED. EXISTING CEILING MOUNTED RETURN AIR GRILLE TO BE REMOVED. EXISTING CEILING MOUNTED EXHAUST AIR GRILLE TO BE REMOVED. ENLARGE (E) EA DUCT AS NEEDED U.T.R. SEE SHEET M300. RELOCATE EXISTING THERMOSTAT. SEE ZONE PLAN ON SHEET M100 FOR NEW LOCATION. 2 1 3 4 5 6 (E) ROOF HATCH (E) 3/4" CD (E) 3/4" CD (E)PHP 21 (E)PHP 11 (E) CD D.T.R. SEE P301 FOR CONTINUATION. (E) CD D.T.R. SEE P301 FOR CONTINUATION. 2 NORTH MECHANICAL - DEMOLITION - ENLARGED ROOF PLAN 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M201 MECHANICAL DEMOLITION ENLARGED ROOF PLAN (E) ROOFTOP PACKAGE HEAT PUMP UNIT TO REMAIN. EXISTING EA DUCT TO BE ENLARGED AS NEEDED. SEE SHEET M301. 1 2 Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage CU EF 1 SSFC 1 SSFC 23 1 6 12Ø 500 CFM S1 8Ø 165 CFMS110Ø 260 CFMS1 6Ø 70 CFM S2 6Ø 60 CFM S2 8Ø 200 CFMS1 8Ø 200 CFM S1 8Ø 110 CFMS1 10Ø 380 CFM S1 10Ø 380 CFMS1 14Ø 900 CFMR1 10Ø 270 CFMR1 6Ø 95 CFM R1 12Ø 610 CFMR1 8Ø 155 CFM R1 (TYP 4) (TYP 2) 20 Ø 18Ø 12 Ø 16Ø 12Ø 12 Ø 8Ø 155 CFM R1 14Ø 10 Ø 16 Ø 14 Ø 10Ø 8Ø12Ø 8Ø 8Ø 16Ø 8Ø 6Ø 10 Ø 10Ø 6Ø 12Ø (TYP 2) 8Ø 100 CFME2 6Ø 80 CFME2 6Ø 50 CFME2 6Ø 50 CFME1 8Ø 105 CFM E1 4 5 2 1 12" EA U.T.R. SEE SHEET M301 FOR CONTINUATION. 16 Ø 6Ø 18Ø 14Ø 14Ø 8Ø 6Ø 8Ø 8Ø 16Ø 6Ø 8Ø 8Ø 10Ø 10Ø 10 Ø 14 Ø 6Ø (2-WAY) 7 7 1/2" GAS 1/4" LIQ. 3/8" GAS 1/4" LIQ. 10Ø 205 CFMR1 10 Ø 12 Ø 12Ø 10 Ø BDD 8Ø 8Ø 6Ø 8Ø NORTH MECHANICAL - NEW WORK - FLOOR PLAN 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M300 MECHANICAL NEW WORK FLOOR PLAN NEW 20" X 20" SA & 20" X 20" RA U.T.R. TO (E) PHP-1. NEW 20" X 20" SA & 20" X 20" RA U.T.R. TO (E) PHP-2. PROVIDE NEW SPLIT SYSTEM INDOOR UNIT FAN COIL. ROUTE NEW 3/8" GAS & 1/4" LIQ REFRIGERANT LINES FROM SSFC-1 U.T.R. TO SSHP-1. SEE SHEET M301 FOR CONTINUATION. ROUTE NEW 1/2" GAS & 1/4" LIQ REFRIGERANT LINES FROM SSFC-2 U.T.R. TO SSHP-1. SEE SHEET M301 FOR CONTINUATION. PROVIDE NEW IN-LINE EXHAUST FAN MOUNTED ABOVE CEILING. VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTORS. 1 2 3 4 5 6 7 (E) ROOF HATCH(E) ROOF HATCH (E) 3/4" CD (E) 3/4" CD (E)PHP 21 (E)PHP 11 (E) CD D.T.R. SEE P301 FOR CONTINUATION. (E) CD D.T.R. SEE P301 FOR CONTINUATION. SSHP 13 4 5 2 R=10' 6 P.O.C. SA & RA CONNECTIONS TO 20"X20" SA & 20"X20" RA PLENUMS BELOW ROOF. TRANSITION AS NECESSARY. SEE DETAIL ON 3/M501 & SHEET M300 FOR CONTINUATION. P.O.C. SA & RA CONNECTIONS TO 20"X20" SA & 20"X20" RA PLENUMS BELOW ROOF. TRANSITION AS NECESSARY. SEE DETAIL ON 3/M501 & SHEET M300 FOR CONTINUATION. NORTH MECHANICAL - NEW WORK - ENLARGED ROOF PLAN 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M301 MECHANICAL NEW WORK ENLARGED ROOF PLAN (E)ROOFTOP PACKAGE HEAT PUMP UNIT TO REUSED. ENLARGE EA DUCT TO 12"Ø GOOSENECK D.T.R. TO EF-1 NEW SPLIT SYSTEM HEAT PUMP OUTDOOR UNIT. ROUTE NEW 3/8" GAS & 1/4" LIQ REFRIGERANT LINES D.T.R. TO SSFC-1. SEE SHEET M300 FOR CONTINUATION. ROUTE NEW 1/2" GAS & 1/4" LIQ REFRIGERANT LINES D.T.R. TO SSFC-2. SEE SHEET M300 FOR CONTINUATION. MANUFACTURER'S MINIMUM RECOMMENDED CLEARANCES (TYP). 1 2 3 4 5 6 ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M500 MECHANICAL DETAILS DURA-BLOK MODEL DBP GALVANIZED UNISTRUT EXISTING FINISHED ROOF SCALELOW-LOSS FITTING DETAIL 1NONE NOTE: ALL BRANCH TAKE-OFFS SHALL HAVE A LOW LOSS FITTING WHETHER SHOWN ON THE FLOOR PLAN OR NOT. d d 1 1/2d W RECTANGULAR TO ROUND LOW-LOSS FITTING ATTACH WITH SHEET METAL SCREWS & SEAL WITH MEDIUM PRESSURE DUCT SEALER W/3 RECTANGULAR TO RECTANGULAR LOW-LOSS FITTING ATTACH WITH SHEET METAL SCREWS & SEAL WITH MEDIUM PRESSURE DUCT SEALER SUPPLY RETURN OR EXHAUST AIR MAIN SEE STRUCTURAL FOR ATTACHMENT REQUIREMENTS HANGER STRAP HANGER STRAP LOAD RATED FASTENERS ROUND DUCTS SMALLER THAN 28Ø RECTANGULAR DUCTS SMALLER THAN 6 FT2 SCALEDUCT HANGING SUPPORT DETAIL 2NONE NOTE: 1. ALL FLEX. DUCT CONNECTIONS SHALL BE INTERNALLY LINED. SCALECEILING DIFFUSER DETAIL 3NONE 01 45° SQUARE NECK DIFFUSER, BACK PAN & CURVED BLADES, SEEPLANS FOR SIZE SQUARE TO ROUND TRANS. 2" WIDE SHEET METAL STRAP SECURE WIRE TO STRUCTURE ABOVE ACOUSTICAL FLEX. DUCT 5'-0" MAXIMUM LENGTH PER CMC 603.4.1 VOLUME DAMPER SPIRAL LOCKSEAM ROUND DUCT CEILING PAINT INTERIOR FLAT BLACK PRIOR TO INSTALLATION ATTACH TO CEILING DIFFUSER W/ SHEET METAL SCREWS MIN. 2 PER SIDE & SEAL W/ MEDIUM PRESSURE DUCT SEALER. NO DUCT TAPE SCALE SUPPORT DETAIL FOR SPLIT SYSTEM EVAPORATOR SECTION 6NONE . (E) CEILING (E) FLOOR SSFC 1/2 MOUNTING BRACKET PLYWOOD BACKING (BY OTHERS) PROVIDE ANCHORAGE AS NECESSARY FOR WALL SUPPORT (TYP.) THERMOSTAT/CONTROLLER CONDENSATE PUMP SCALESINGLE PHASE EXHAUST FAN WIRING 4NONE 01 DISCONNECT W/ THERMAL OVERLOAD SW. MOTOR FAN S 208V/1PH/60HZ "J" BOX E E M M EF 1 SCALEREFRIGERANT PIPING THRU ROOF DETAIL 7NONE . INSULATION BACKING ROOFING EXISTING ROOF STRUCTURE INSULATE SUCTION LINE WITH 3/4" MIN. "ARMAFLEX" PIPE INSULATION SUCTION & LIQUID REFRIGERANT LINES SEE FLOOR PLANS FOR SIZES PITCH POCKET FILL WITH PLASTIC (RESILIENT) ROOF CEMENT NOTE: 1. INTERLOCK WITH (E)HP UNIT (BY ELECTRICAL) 2. EXHAUST FAN WALL SWITCH SHALL BE USED TO ACTIVE EXHAUST FAN. SWITCH SHALL BE NORMALLY OPEN. SCALETYPICAL PIPING ROOF SUPPORT DETAIL 9NONE . SCALEINLINE EXHAUST FAN DETAIL 5NONE . "VIBREX" TYPE HSS OR EQUAL NEOPRENE VIBRATION ISOLATOR E.A. DUCT WITH SOUND INSULATION SEE FLOOR PLANS FOR SIZE FLEXIBLE DUCT CONNECTON (TYP.) 3/8"Ø THREADED ROD TO STRUCTURE ABOVE (TYP.) INTEGRAL BACKDRAFT DAMPER LINED DISCHARGE PLENUM SEE FLOOR PLAN FOR APPLICATION & LENGTH EF 1 SCALESPLIT SYSTEM HEAT PUMP SUPPORT DETAIL 8NONE . (E)ROOF NEOPRENE PAD (TYP) SUCTION & LIQUID REFRIGERANT LINES TO FAN COIL UNIT SSHP 1 NOTE: PROVIDE MAINTENANCE AND AIR FLOW CLEARANCES AS REQUIRED BY THE MANUFACTURER. LEVEL WOOD SLEEPERS WITH SHEET METAL SLEEPER CAP SEE DETAIL FOR PIPING THRU ROOF INSTALL REFRIGERANT PIPING PER CU MANUFACTURER REQUIREMENTS 7 M500 SIMPSON 'HGA10KT' EACH SIDE W/ #14 SMS PROPOSED 3/8Ø LAG SCREW FOR ANCHORAGE (TYP 4) ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL M501 MECHANICAL DETAILS & DIAGRAMS DISC 208V/1PH/60HZ E E SSFC 1 SSHP 1 M CONDENSATE PUMP (TYP 2) 6' POWER CORDM J-BOX OUTLETE 115V/1Ø/60HZE WALL MOUNTED T'STAT/CONTROLLER CONTROL WIRING, VERIFY NO. OF WIRES REQUIRED M . FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR M E CONTROL AND POWER WIRING, VERIFY EXACT NO. OF WIRES REQUIRED. E WALL MOUNTED T'STAT/CONTROLLER CONTROL WIRING, VERIFY NO. OF WIRES REQUIRED M SSFC 2 SCALESPLIT SYSTEM HEAT PUMP WIRING DIAGRAM 1NONE 01 MECHANICAL - SPLIT SYSTEM HEAT PUMP PIPING DIAGRAM SCALEROUND DUCT THRU ROOF DETAIL 2NONE . 5 1/2" 1 1/2" 5 1/2" 45° 2x6 CURB WOOD CANT. STRIP FROM 4x4 (TYP.) 24 GA. FLASHING SECURE WITH SHEET METAL SCREWS OR RIVETS TO DUCT & SEAL ALL AROUND 24 GA. MIN. COUNTERFLASHING ROOFING TYPICAL DUCT 1/4"x1/4" WIRE MESH BIRDSCREEN SCALEROOFTOP PACKAGE HEAT PUMP DETAIL 3NONE NOTES: 1. COORDINATE EXACT LOCATION AND FRAMING OF ROOF OPENING WITH GENERAL CONTRACTOR. 2. FOR UNITS HP-X THRU HP-Z-VIBRATION ISOLATION SHALL BE FACTORY FURNISHED NEOPRENE GASKET. SEE EQUIP. SCHEDULE 3. FOR UNITS HP-X THRU HP-Z-VIBRATION ISOLATION SHALL BE 3. "M.W. SAUSSE" VIBREX TYPE SCR WITH MIN. 1" DEFLECTION. SEE EQUIP. SCHEDULE. 3'-0" 3'-0" VIBRATION ISOLATION SEE NOTES BELOW (TYP.) 14"H. FACTORY ROOF CURB WITH CANT. STRIP FLASHING & COUNTER FLASHING TRANSITION DUCT AS REQUIRED (TYP.) PROVIDE TWO PENETRATIONS THRU ROOF ONE FOR EACH PLENUM SUPPLY & RETURN AIR DUCTS WITH SOUND INSULATION SEE FLOOR PLAN FOR SIZES SUPPLY AIR DUCT & SQUARE TO ROUND LOW-LOSS FITTING SEE FLOOR PLANS FOR SIZES SUPPLY & RETURN AIR PLENUMS WITH SOUND INSULATION RETURN AIR DUCT SEE FLOOR PLANS FOR SIZES SD CODE APPROVED SMOKE DETECTOR IN SUPPLY DUCTS (UNITS 2000 CFM OR MORE) PROVIDE A 6" BATT OF INSULATION & 2" LAYER OF GYP.BD UNDER UNIT TO MINIMIZE BREAK OUT NOISE TO SPACE COORDINATE WITH GENERAL CONTR. EXIST. ROOFING & STRUCTURE CONDENSATE DRAIN & TRAP SEE PLBG. DWGS. FOR CONT. 100% O.A. FACTORY ECONOMIZER HOOD WITH ADJUSTABLE MIN. POSITION & SPRING RETURN DAMPER(E)PHP - ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P001 PLUMBING LEAD SHEET & SCHEDULES PLUMBING LEGEND SYMBOL ABBR.DESCRIPTION POC/POD POINT OF CONNECTION/POINT OF DISCONNECTION REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED AV ACID WASTE VENT PIPING AW ACID WASTE PIPING CA COMPRESSED AIR PIPING IA INSTRUMENT AIR PIPING VAC VACUUM AIR PIPING CD CONDENSATE DRAIN PIPING OCD OVER FLOW CONDENSATE DRAIN PIPING DCW DOMESTIC COLD WATER PIPING DHW DOMESTIC HOT WATER PIPING DHWR DOMESTIC HOT WATER RETURN PIPING CO2 CARBON DIOXIDE PIPING RSCW RECLAIMED SOFT COLD WATER RW RECLAIMED WATER DRN INDIRECT DRAIN PIPING ICW INDUSTRIAL COLD WATER PIPING IHW INDUSTRIAL HOT WATER PIPING IHWR INDUSTRIAL HOT WATER RETURN PIPING IV INDUSTRIAL VENT PIPING IW INDUSTRIAL WASTE PIPING DIS DEIONIZED SUPPLY WATER PIPING DIR DEIONIZED RETURN WATER PIPING ISCW INDUSTRIAL SOFT COLD WATER PIPING RO REVERSE OSMOSIS WATER PIPING LPG LOW PRESSURE NATURAL GAS PIPING MPG MEDIUM PRESSURE NATURAL GAS PIPING SW SANITARY WASTE PIPING V SANITARY VENT PIPING SD STORM DRAINAGE PIPING OSD OVERFLOW STORM DRAINAGE PIPING RD ROOF DRAINAGE PIPING ORD OVERFLOW ROOF DRAINAGE PIPING DD DECK DRAINAGE PIPING PD PUMPED DISCHARGE PIPING PIPE TEE UP / PIPE TEE DOWN B.V.BALL VALVE M.B.V.MOTORIZED BALL VALVE PL.V.PLUG VALVE CH.V.CHECK VALVE S.V.SOLENOID VALVE CS.V.CIRCUIT SETTER P.R.V.PRESSURE REDUCING VALVE P.&T. R.V.PRESSURE & TEMPERATURE RELIEF VALVE DIAPH.V.DIAPHRAGM VALVE BENCH MOUNTED GAS TURRET (SINGLE FRONT) BENCH MOUNTED GAS TURRET (SINGLE FRONT & BACK) BENCH MOUNTED GAS TURRET (DOUBLE FRONT) WALL MOUNTED GAS TURRET (DOUBLE) WALL MOUNTED GAS TURRET (SINGLE) RED.CONCENTRIC REDUCER / ECCENTRIC REDUCER STR.STRAINER U.UNION TRI-CLAMP P.G.PRESSURE GAUGE TH.THERMOMETER F.C.FLEXIBLE CONNECTION (PIPE) R.P.B.P.REDUCED PRESSURE BACKFLOW PREVENTER F.C.O.FLOOR CLEAN OUT W.C.O.WALL CLEAN OUT C.O.T.G.CLEAN OUT TO GRADE H.B.HOSE BIBB PIPE END CAP F.D.FLOOR DRAIN F.S.FLOOR SINK A.D.AREA DRAIN R.R.ROOF RECEPTOR W.H.A.WATER HAMMER ARRESTOR FURNISHED BY MECHANICAL FURNISHED BY ELECTRICAL FURNISHED & INSTALLED BY MECHANICAL AV AW CA IA VAC CD OCD CO2 RSCW RW DRN ICW IHW IHWR IV IW DIS DIR ISCW RO LPG MPG SD OSD RD ORD DD PD OR E DETAIL NUMBER SHEET NUMBER DETAIL CALL-OUT EQUIPMENT TAG EQUIPMENT ID EQUIPMENT TYPE PLUMBING NOTES GENERAL NOTES 1.COORDINATE WITH ARCH. FOR EXACT LOCATION OF ALL PLMB. FIXTURES, DRAINS, PIPE CHASES & FURRING. 2.COORDINATE LOCATIONS, SIZES & ELEVATIONS OF ALL SLEEVES THRU WALLS & SLABS WITH STRUCTURAL & ARCHITECTURAL DRAWINGS. 3.COORDINATE & VERIFY EXACT LOCATIONS, SIZES, POINTS OF CONNECTION & INVERT ELEVATIONS OF ALL EXISTING PIPING PRIOR TO INSTALLATION. NOTIFY DESIGNER IMMEDIATELY OF ANY DISCREPANCIES. 4.THESE DRAWINGS ARE DIAGRAMMATIC AND DIMENSIONS GIVEN ARE FOR REFERENCE ONLY. THE LOCATION & ELEVATION OF ALL PLBG. PIPING IS APPROXIMATE & SHALL BE VERIFIED & COORDINATED WITH ALL OTHER TRADES, EXISTING CONDITIONS & CONSTRUCTION PRIOR TO START OF INSTALLATION. 5.ALL VALVES SHALL BE LOCATED SO AS TO BE READILY ACCESSIBLE. WHERE VALVES ARE INSTALLED WITHIN OR BEHIND WALLS OR ABOVE A CEILING, AN ACCESS PANEL SHALL BE INSTALLED. 6.PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINING DISSIMILAR METALS. 7.ALL MISCELLANEOUS METAL, ANGLES, BRACING OR SUPPORTS EXPOSED TO THE WEATHER SHALL BE GALVANIZED STEEL, OR STEEL PAINTED WITH ONE COAT OF RUST INHIBITING PAINT AND ONE COAT OF GRAY. BUILDING DEPARTMENT 1.ALL WORK SHALL CONFORM TO CPC. - 2025 EDITION WITH AMENDMENTS. IN CASE OF CONFLICTS WITH CODE, DWGS. OR SPECIFICATIONS, THE MOST STRINGENT SHALL PREVAIL. 2.PENETRATIONS IN FIRE-RESISTIVE WALLS, PARTITIONS AND FLOORS WHERE PROTECTED OPENINGS ARE REQUIRED, SHALL BE FIRE STOPPED. APPROVED MATERIALS SHALL BE USED, SECURELY INSTALLED AND CAPABLE OF MAINTAINING THEIR INTEGRITY TO PREVENT THE MOVEMENT OF HOT FLAMES OR GASES THROUGH THE VOID SPACES BETWEEN PENETRATED WALLS, PARTITIONS AND FLOORS, WHEN TESTED IN ACCORDANCE WITH ASTM STANDARD E-814 OR U.L. STANDARD 1479 (SECTIONS 701, 702 & 703, CBC - 2025). 3.ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 3-SECTION 313.0-HANGERS & SUPPORTS, AS DESCRIBED IN THE CPC. - 2025 EDITION. 4.A SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT OR 1 PERCENT IS PROVIDED FOR DRAINAGE PIPING 4 INCHED OR LARGER ONLY WHERE IT IS IMPRACTICAL DUE TO THE DEPTH OF THE STREET SEWER, TO THE STRUCTURAL FEATURES, OR TO THE ARRANGEMENT OF A BUILDING OR STRUCTURE TO OBTAIN A SLOPE OF 1/4 INCH PER FOOT OR 2 PERCENT AND THAT IS SUBJECT TO THE CITY OF SAN DIEGO PLUMBING FIELD INSPECTOR'S APPROVAL. 5.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH CALIFORNIA PLUMBING CODE SECTIONS 701.0 AND 903.0. 6.CALIFORNIA PLUMBING CODE (CPC 2025) IS THE CURRENT CODE THAT IS APPLICABLE TO THIS PROJECT. 7.LAVATORY FAUCETS IN REST ROOMS SHALL BE THE SELF CLOSING TYPE AND SHALL NOT EXCEED A WATER FLOW OF 0.20 GAL/USE. 8.NEW TOILETS TO BE ULTRA LOW FLUSH TYPE, 1.28 G.P.F. MAX 9.FAUCETS SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM. 10.URINALS TO BE 0.125 G.P.F. MAX. 11.CROSS-CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT (OTHER THAN THOSE LISTED IN INFORMATION BULLETIN 103). 12.PROVIDE VACUUM BREAKERS AT HOSE BIBBS. 13.ALL PIPE SIZING BASED ON CPC. 2025. 14.LABEL ALL MEDIUM PRESSURE GAS PIPING EVERY 5 FEET. 15.STATE HEALTH CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLY VINYL CHLORIDE (CPVC) FOR INTERIOR WATER SUPPLY PIPING. 16.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEAL. 17.ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 18.PROVIDE MIXING VALVES AT SHOWER PER CPC. SECTION 408. 19.WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER SECTION 508.2 CPC. 20.A WATER HEATER PRESSURE AND TEMPERATURE RELIEF DRAIN THAT TERMINATES OUTSIDE THE BUILDING SHALL COMPLY WITH SECTION 608.5 CPC. 23.SERVICE WATER HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS, SECTION 113. 24.PROVIDE EXPANSION TANK OR OTHER APPROVED METHOD OF RELIEVING PRESSURE PER SECTION 608.3 CPC. 25.ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMICING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO BETWEEN 100°F AND 108°F. SELF-CLOSING OR METERED FAUCET TO PROVIDED AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION. 26.GAS PIPING MATERIALS SHALL COMPLY WITH SEC. 1210.0 CPC. 27.COPPER SYSTEMS INSTALLED BELOW GRADE WITHIN THE FOOTPRINT OF THE BUILDING SHALL BE BRAZED. 28.INSTALLATION OF PLUMBING FIXTURES SHALL COMPLY WITH CHAPTER 4 CPC. 29.EACH FIXTURE TRAP SHALL HAVE A PROTECTING VENT SO LOCATED THAT THE DEVELOPED LENGTH OF THE TRAP ARM FROM THE TRAP WEIR TO THE INNER EDGE OF THE VENT SHALL BE WITHIN THE DISTANCE GIVEN IN TABLE 1002.2 CPC, BUT IN NO CASE LESS THAN TWO TIMES THE DIAMETER OF THE TRAP ARM. 30.EACH PLUMBING FIXTURE THAT CONNECTS TO THE SANITARY SEWER SYSTEM SHALL BE PROPERLY TRAPPED AND VENTED IN ACCORDANCE WITH THE 2025 CALIFORNIA PLUMBING CODE. 31.NON-STORAGE, INSTANTANEOUS HEATER HAVING AN INSIDE DIAMETER OF NOT MORE THAN 3 INCHES. OTHERWISE, PROVIDE EXPANSION TANK OR OTHER APPROVED METHOD OF RELIEVING PRESSURE PER SECTION 608.3 CPC AND SHOW ROUTING AND TERMINATION OF PRESSURE AND TEMPERATURE RELIEF DRAIN FOR WATER HEATER. 32.EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. 33.ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR WATER HEATER SHALL COMPLY WITH CH. 5, CPC 2025 AND WITH MANUFACTURE'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 34.DOMESTIC HOT WATER PIPING SHALL BE INSULATED PER SECTION 609.12 CPC. MANDATORY CONSERVATION MEASURES 1. SERVICE WATER HEATING EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED AND LISTED BY THE CALIFORNIA ENERGY COMMISSION. NEW PLUMBING FIXTURES SHALL HAVE FLOW RESTRICTION DEVICES THAT LIMIT THE FLOW AND CAPACITY OF WATER. EACH PLUMBING FIXTURE AND FITTING SHALL MEET THE REDUCTION FLOW RATE SPECIFIED IN CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) PER SECTION 5.303.3 BELOW ARE THE MAXIMUM WATER USES FOR EACH FIXTURE PER SECTION 5.303.3 OF 2025 CGBSC MAXIMUM FLOW RATES: FIXTURE TYPE FLOW RATE SHOWERS 1.8 GPM @ 80 PSI METERING FAUCETS (LAVS) 0.20 GAL. PER CYCLE SINKS 1.8 GPM @ 60 PSI WATER CLOSETS 1.28 GPF URINALS 0.125 GPF LAVATORIES 0.5 GPM @ 60 PSI 2. ALL WATER CLOSETS, URINALS, LAVATORY FAUCETS AND SHOWERHEADS SHALL MEET THE STANDARDS REFERENCED IN CGBSC SECTION 5.303.3 IN DIVISION 5.3. 3. WATER SUBMETERS SHALL BE INSTALLED PER CGBSC SECTION 5.712. 4. LAVATORY FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF CLOSING TYPE AND M T.C.S.THERMOSTATIC CIRCUIT SOLVER SHALL NOT EXCEED A WATER FLOW OF 0.20 GAL/USE. SHEET INDEX P001 PLUMBING - LEAD SHEET & SCHEDULES P200 PLUMBING - DEMOLITION PLAN - WASTE & VENT P201 PLUMBING - DEMOLITION PLAN - WATER & GAS P300 PLUMBING - NEW WORK PLAN - WASTE & VENT P301 PLUMBING - NEW WORK PLAN - WATER & GAS P500 PLUMBING - DETAILS & TITLE-24 PIPE MATERIAL SCHEDULE SYSTEM DESCRIPTION MATERIAL DESCRIPTION SANITARY WASTE AND VENT (ABOVE GRADE)CAST IRON PIPE WITH NO HUB FITTINGS SANITARY WASTE AND VENT PIPING BELOW GRADE SCH 40 PVC PIPE AND FITTINGS. SOLVENT WELD JOINTS DOMESTIC HOT AND COLD WATER PIPING (ABOVE GRADE) TYPE L COPPER, LEAD FREE SOLDERED OR PRO PRESS 1" FIBERGLASS INSULATION FOR HOT WATER CONDENSATE TYPE M COPPER, LEAD FREE SOLDERED OR PRO PRESS PLUMBING FIXTURE SCHEDULE FIXTURE NO.FIXTURE TYPE MINIMUM ROUGH-IN SIZES (IN) REMARKSS OR W V CW HW WC-1 KOHLER CIMARRON K-5310 FLOOR MOUNTED ADA COMPLIANT 4 2 1/2 - WITH KOHLER 4636 OPEN FRONT SEAT, NON SLAM SEAT L-1 LAVATORY KOHLER K-2005 WALL HUNG 2 2 1/2 1/2 WITH SLOAN SF 2350 BATTERY POWERED SENSOR FAUCET. KS-1 KITCHEN SINK KOHLER VAULT K-3894-4 STAINLESS UNDER-MOUNT 2 1 1/2 1/2 1/2 WITH KOHLER PURIST K7508 FAUCET WITH SIDE SPRAY. MS-1 MOP SINK FIAT MSBID2424 FLOOR MOUNTED MOLDED STONE 3 2 1/2 1/2 WITH CHICAGO 897-CRCF WALL MOUNTED FAUCET GD-1 GARBAGE DISPOSAL ISE BADGER 5XP 3/4 HP ----NEW. ET-1 AMTROL ST-5 -----2.0 TANK VOLUME, 0.9 MAX ACCEPTANCE, 3/4 NPTM. WD-1 WATER DISPENSER ---1/2 -O.F.C.I. CM-1 COFFEE MAKER ---1/2 -O.F.C.I. CONDENSATE PUMP SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.SERVICE LOCATION TYPE GPH FT HD ELECTRICAL OPER WEIGHT (LBS) REMARKSV/PH/HZ WATTS AMP LITTLE GIANT VCMA-20UL SERIES SSFC-1 SSFC-2 ATM-102 IDF-111 CONDENSATE 48 10 115/1/60 93 1.5 5 NEW.CDP 1 PLUMBING - WASTE & VENT - ISOMETRIC WATER HEATER SCHEDULE UNIT NO. MANUFACTURER & MODEL NO.LOCATION SERVICE TYPE STORAGE CAPACITY (GAL) TEMP RISE (GPH) OUTLET TEMP (°F) ELEC. INPUT (KW) ELECTRICAL OPER WEIGHT (LBS) REMARKS AMPS V/PH/HZ A.O. SMITH DSE-10A JANITOR CLOSET 117 BREAK 112, ALL GENDER 115 & 116, JANITOR 117 ELECTRIC 10 60°F @ 41GPH 110 6 28.8 208/1/60 116 NEW.WH 1 L-1 (E)WC O 2%SL O P E WC-1 (E) SV (E) SV (E) 2"S V (E) SW (E) SW L-1 (E)WC O WC-1 (E) SV (E) SV (E) SW (E) SW (E) SW 3" SW 2" SV S-1 WCO 1-1/2" S V 2% SL O P E 2" SW 2%SLO P E 3" SW MS-1 WCO 3" SW 2" SV (E) 2" S V U . T . R . (E) SW P.O.C. ( T Y P . ) 2% SL O P E 1 122 (E) 2" V (E) CD U.T.R. SEE M301 FOR CONTINUATION (E) CD U.T.R. SEE M301 FOR CONTINUATION (E) 3/4" CD (E) 3/4" CD (E) 2" V.T.R. (E) 2" V 3 (E) SW 2% NORTH PLUMBING - DEMOLITION PLAN - WASTE & VENT 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P200 PLUMBING DEMOLITION PLAN WASTE & VENT 1 2 WATER CLOSET TO BE REMOVED. REWORK EXISTING WATER CLOSET BEND TO ACCOMMODATE LOCATION OF NEW WATER CLOSET. LAVATORY TO BE REMOVED. NEW LAVATORY TO BE INSTALLED. SEE SHEET P300. DISCONNECT (E) 3/4" CD FROM LAVATORY TRAP TAIL PIECE. NEW LAVATORY AND TRAP TO BE INSTALLED. SEE SHEET P300. 3 1 1 2 2 (E) 3/4" DCW (E) DCW NORTH PLUMBING - DEMOLITION PLAN - WATER & GAS 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P201 PLUMBING DEMOLITION PLAN WATER & GAS 1 2 WATER CLOSET TO BE REMOVED. REMOVE BRAIDED HOSE WATER LINES BACK TO ANGLE STOP. LAVATORY TO BE REMOVED. REMOVE BRAIDED HOSE WATER LINES BACK TO ANGLE STOP. Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage P.O.C. L-1L-1 WC-1 WC-1 MS-1 KS-1 GD-1 1-1/2" V 2" SW 2" V 3" SW WCO 3/4" CD (GRAVITY) CDP 1 CDP 1 3/4" CD 3/4" CD 3/4" CD (GRAVITY) CM-1 WD-1 P.O.C. P.O.C. WCO P.O.C. 3" SW 1 2 3 344 5 6 8 7 7 SSFC 2 SSFC 1 9 (E) 2" V (E) CD U.T.R. SEE M301 FOR CONTINUATION (E) CD U.T.R. SEE M301 FOR CONTINUATION (E) 3/4" CD (E) 3/4" CD (E) 2" V.T.R. (E) 2" V (E) SW 2% 1% 1% 2% 2% (1.5 TONS) (0.5 TONS) 10 NORTH PLUMBING - NEW WORK PLAN - WASTE & VENT 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P300 PLUMBING NEW WORK PLAN WASTE & VENT P.O.C.TO EXISTING WASTE LINE. FIELD VERIFY LOCATION. P.O.C.TO EXISTING VENT LINE. FIELD VERIFY LOCATION. INSTALL NEW WATER CLOSET. RE-WORK EXISTING CLOSET BEND AS REQUIRED TO ACCOMMODATE NEW WATER CLOSET LOCATION. INSTALL NEW LAVATORY. RE-PLUMB EXISTING TRAP ARM TO NEW LAVATORY LOCATION AS REQUIRED. 2" WASTE DOWN FROM KITCHENETTE SINK AND 1-1/2" VENT UP. 3" WASTE DOWN FROM MOP SINK AND 2" VENT UP. P.O.C.3/4" CD FROM FAN COIL TO EXISTING CD LINE. ROUTE 3/4" CD FROM SSFC-2 TO CONDENSATE PUMP. ROUTE 3/4" PUMPED CD LINE TO 3/4" GRAVITY LINE. ROUTE 3/4" CD FROM SSFC-1 TO CONDENSATE PUMP. ROUTE 3/4" PUMPED CD LINE TO 3/4" GRAVITY LINE. RECONNECT EXISTING CONDENSATE DRAIN TO NEW TRAP TAIL PIECE. SEE DETAIL 4/P500. 1 2 3 4 5 6 7 8 9 10 Check Scanner Check Printer Doc Printer Ch e c k Sc a n n e r Ch e c k Pr i n t e r Do c Pr i n t e r Storage Storage Storage WH 16 P.O.C. L-1L-1 WC-1 WC-1 MS-1 KS-1 GD-1 3/4" DHW 3/4" DCW 1/2" DHW 1/2" DHW 1/2" DHW 1/2" DHW 1/2" DCWCM-1 WD-1 3/4" DCW 1/2" DHW 5 1 3/4" DCW 2 2 33 4 7 (E) 3/4" DCW (E) DCW NORTH PLUMBING - NEW WORK PLAN - WATER & GAS 1/4"=1'-0" SHEET NOTES ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P301 PLUMBING NEW WORK PLAN WATER & GAS P.O.C.TO (E) DCW. ROUTE NEW 3/4" DCW LINE TO NEW WATER HEATER. P.O.C.TO EXISTING ANGLE STOP. INSTALL NEW BRAIDED HOSE TO NEW WATER CLOSET CONNECTION. P.O.C.TO EXISTING ANGLE STOP. INSTALL NEW BRAIDED HOSE TO NEW LAVATORY. 1/2" DCW AND 1/2" DHW DOWN TO NEW KITCHEN SINK. 1/2" DCW DOWN TO COFFEE MAKER AND WATER DISPENSER. NEW WATER HEATER TO BE INSTALLED ON SHELF ABOVE MOP SINK. SEE DETAIL P500/1. ROUTE T&P VALVE DRAIN FULL SIZE AND TERMINATE AT MOP SINK WITH AIR GAP. 3/4" DCW AND 3/4" DHW DOWN TO MOP SINK AND 3/4" DCW DOWN TO WATER-HEATER. ROUTE 3/4" DHW LINE FROM WATER HEATER TO NEW FIXTURES. 1 2 3 4 5 6 7 ISSUE DATES: SCALE: JOB NUMBER:8-25-6786 12.22.2025 PLAN CHECK SUBMITTAL 1601 West 17th Street, Suite C Santa Ana, CA 92706 SANTA ANA BRANCH California C R E D I T U N I O N SEE DRAWINGS THIS DRAWING IS THE EXCLUSIVE PROPERTY OF PACIFIC RIM MECHANICAL (PRM), AND WAS PREPARED FOR THE EXCLUSIVE USE OF PRM, FOR THE SERVICES PERFORMED BY PRM. NO USE, REPRODUCTION, OR DUPLICATION OF THIS DRAWING, IN PART OR WHOLE MAYBE MADE WITHOUT WRITTEN PERMISSION OF PRM. ENGINEERS & CONTRACTORS www.prmech.com San Diego (858) 974-6500 Santa Ana (714) 285-2600 CA Lic. 814462 03.06.2026 PLAN CHECK RESUBMITTAL P500 PLUMBING DETAILS & TITLE-24 SCALEPIPE HANGER DETAIL 2NONE M5-25-17 1/4"x2" SAMMI SCREW ANCHOR VERTICAL TEAR DROP LOOP HANGER (TYP.) EXISTING 2"x4" SUBPURLINS 3/8" ALL THREAD (TYP.) NOTE: MAXIMUM POINT LOAD SHALL NOT BE GREATER THAN 30 LBS. 1/4"x2" SAMMI SCREW SIDE WINDER ATTACH TO UPPER 1/3 OF MEMBER NUT AT BOTTOM OF SAMMI NUT AT TOP OF SAMMI NOTE: REINFORCED WALL FRAMING PER ARCH. DWGS. 6" MIN. SCALEELECTRIC SHELF MOUNTED WATER HEATER DETAIL 1NONE . CW & HW, SIZE PER PLANS D D 16 GA.x2" GALV. STEEL STRAP ATTACH TO PLATE WITH (2) #12 SCREWS AT EACH END 3/4" PLYWOOD BASE SECURE TO FRAME W/ (4) 1/4" BOLTS & NUTS WELDED 1-1/2"x1-1/2"x1/8" ANGLE STEEL FRAME SECURE TO WALL PLATES WITH SHEET METAL SCREWS (TYP.) SERVICE SINK FINISHED FLOOR BALL VALVE (TYP.) CHECK VALVE (TYP.) TEMP. & PRESS. RELIEF VALVE ROUTE 3/4" DRAIN LINE DOWN TO SERVICE SINK BELOW 8"x12 GA. STEEL PLATE SPAN & SECURE TO WALL STUDS WITH (2) #12 SCREWS AT EACH STUD 3/4" DRAIN PAN CONNECT TO 3/4" T & P VALVE DRAIN PIPE AND SPILL AT +6" ABOVE FLOOD LEVEL RIM OF SERVICE SINK 16 GA. STEEL PLATE-SPAN & SECURE TO WALL STUDS W/ SHEET METAL SCREWS ET 1 WH 1 HEAT PUMP RTU DRAIN LINE SHALL NOT BE SMALLER THAN DRAIN SIZE ON THE UNIT DIELECTRIC UNION H TYPE 'M' COPPER TUBING WITH WROUGHT FITTING VENT SAME SIZE AS DRAINSLOPE TO APPROVED RECEPTACLE NOTES: 1. ALL INTERIOR CONDENSATE DRAIN PIPING HALL BE INSULATED WITH 25/50 PLENUM RATED CLOSED-CELL ELASTOMERIC FOAM INSULATION. 2. SLOPE ALL HORIZONTAL CONDENSATE DRAIN PIPING AT MINIMUM 1% TOWARD DRAIN. 3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL UNITS & COORDINATE DRAIN CONNECTION SIZE & LOCATION WITH MECHANICAL CONTRACTOR,. H/ 2 M I N . H = TOTAL SP + 1" TONS DRAIN SIZE 0-20 3/4" 21-40 1" 41-90 1-1/4" 91-125 1-1/2" 126-250 2" SCALEDRAW THROUGH UNIT CONDENSATE DRAIN TRAP DETAIL 3NONE M5-25-17 SCALECONDENSATE DRAIN TO TRAP DETAIL 4NONE . CONDENSATE DRAIN IN WALL 3/4" I.D. (MAX.) RUBBER DRAIN HOSE SINK CHROME PLATED TAILPIECE WITH DRAIN CONN. STAINLESS STEEL HOSE CLAMP (TYP.)CHROME PLATED ESCUTCHEON (TYP.) WALL !"# $#$% !" ! # $%&'()* ! +, #! ! -!!# ! ! +,./%0.1%23 4 # ,5"2" $$& '(# , 67 , 7 ! 7 , 1 7 "8 % 7 ! 19 :;!<+ = = !4 ><+==4? :1;! :;!7 " #$ % /#! ! !7& ' % !% 0< ! !@.0>@ ?@/5 7A @0 ! !! 7( > ?7 7"/% 7# 7 A ! 1B 1B > ?7, ! .B 7 A% >00B ?7(" )* 2#! ! ! 6 7(" ! +, $! - ( , ' ", ,. )* ! )! ) .#! C C C ! C !! !C ! C !! ! C C! C % !>@0 @ ! ?C D ! C ! 7 +,/, 0!0 )0* 3) !! ! !7 E ! 7, 71" 1 2 , " , 3, +,/, 0)04 !0) 5) ! D 6 0 ! ";>2;%D !! ! ?73'"),+ ' 00 , F #!! C! 6 ! !! 7325 /6 ' " '+ ! 7 """ , 00 )*)*+,+$ ,) &) % $ $$ $) -) !$ , G , ! ! ! C ! ! +, (6 ! ! ! ! C ! !! " AD) H $,! ! +, ! A)HGA)H! ! ,G,, .,4,41".I ! ! ! *&$ &*&$) +*) * * ) ) % , ) # 8".. " " ". 9 :;<=! ",7 "9 <1( .9 , $, >! " , " ' 9 " <1(.9 +" " " ,, "., ,,.<1(!, " " <1( ". ",, " '9 " " ,,, , <1(.9 1601 W. 17th Street C ✔ 2,715 SF OF TENANT IMPROVEMENTS FOR NEW CREDIT UNION BRANCH IN EXISTING SINGLE-STORY COMMERCIAL BUILDING. NO CHANGE IN OCCUPANCY IS PROPOSED. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Jaime Bernal (HA Architecture) 858 232-3030 12 24 25 Santa Ana 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: _________________________________ Updated: 06/02/2020 rs