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HomeMy WebLinkAbout5127 W Edinger Ave #G - PlanProject No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k Ph o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:47 AM 24-14 A0.0 COVER SHEET 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P 5127 W EDINGER AVENUE , SUITE G SANTA ANA, CA 92704 OWNER: SECTION NUMBER SHEET NUMBER DOOR TYPE WINDOW TYPE VIEW DIRECTION A A INT JOINTJT LB LAV INTR MIN NIC NTS MAX OVER OFCI OC OBS O/ LIGHTLT AC AL A/C AB AGG ALUMINUM AGGREGATE BLK'G BD BUR ABV BLOCKING BOARD ABOVE CFCI CCJ CJ CB COLD JOINT @ AT CONTRACTOR INSTALLED CONTRACTOR FURNISHED CATCH BASIN CONCRETE COLD JOINT BUILT UP ROOFING AIR CONDITIONER ANCHOR BOLT ASPHALTIC CONCRETE OWNER FURNISHED CONTRACTOR INSTALLED INTERIOR INTERCOM LAGBOLT MAXIMUM MINIMUM LAVATORY NOT IN CONTRACT OBSCURE ON CENTER NOT TO SCALE SHEET NUMBER DETAIL NUMBER SHEET NUMBER ELEVATION LETTER VIEW DIRECTION SHEET NUMBER DETAIL NUMBER (REFERENCE ONLY) ELEVATION HEIGHT ELEVATION GROUP 001 X-X X OH O OFOI PLAN PLATE PT PL PLN PLYWD PVMT ROOM RAD RD RM RFG SHEET SPR SIM SPEC SHT SCH CMU COL CONC CLG CEILING COLUMN CONCRETE DWGS DS DIAG DET DOWN SPOUT DIAGONAL DRAWINGS DETAIL CONT DIA EJ ELEV ELECT DIAMETER ELEVATION ELECTRICAL (E) EXT EXH E EXISTING EXTERIOR EXHAUST EQ EQUAL ELECTRICAL WALL EXPANSION JOINT COVER CONCRETE MASONRY UNIT CONTINUOUS OR CONTINUE STOR SYS TEL SQ STD THICK UON T&G TYP THK WC V VB VAC WOODWD WP W/O VCT FLR FD FIN FLUOR FOS FINISH(ED) FLOOR FLOOR DRAIN GALV FND GA FTG GALVANIZED GAUGE FOOTING FOUNDATION HVAC GYP BD H/C, HC HDR HEADER HB HORIZ HT HOSE BIBB HORIZONTAL HEIGHT GL CONDITIONING HEATING / VENTILATION / AIR HANDICAPPED GYPSUM DRY WALL GLASS OR GLAZING FLUORESCENT FACE OF STUD OVERHEAD PAVEMENT OWNER FURNISHED OWNER INSTALLED OXYGEN (WALL OUTLET) ROOF DRAIN PLYWOOD RADIUS SCHEDULE ROOFING SIMILAR PRESSURE TREATED SPRINKLER SYSTEM STORAGE STANDARD SQUARE TYPICAL TELEPHONE TONGUE & GROOVE UNLESS OTHERWISE NOTED WATER CLOSET VACUUM VIEW BOX WITHOUT WEATHER OR WATER PROOF VACUUM (WALL OUTLET) VINYL COMPOSITIONAL TILE SPECIFICATION ROOM GENERAL NOTES ROOM NUMBER RECEPTACLE ABBREVIATIONS AND SYMBOLS LEGEND VICINITY MAP CONTACT INFORMATION X occ. EXITING OCCUPANCY - BARBER SHOP - THIEN DIINH TRUONG 5127 W EDINGER AVENUE SANTA ANA, CA 92704 TEL: 714-873-2559 TENANT IMPROVEMENT TENANT:BARBER SHOP DESIGNER:HOME TOP HOME 16168 BEACH BLVD, STE # 201C HUNTINGTON BEACH, CA 92647 ENGINEER: TUNG VO 16168 BEACH BLVD, STE # 201C HUNTINGTON BEACH, CA 92647 TOTAL = 21 OCCUPANTS LESS THAN 50. EXIT REQUIRED:1 PROVIDED:1 OCCUPANT LOAD TABLE 1004.5 Floor Area Allowances Per Occupant Load TABLE 1006.2.1 Spaces with One Exit or Exit Access Doorway Sq.Ft. of Space/ Sq.Ft. Per Occupant Occupant Load Provided Max: Occupant Load Permitted Max: Path of Egress Distance OCCUPANCY: B 1,465 Sq. Ft. REQUESTING 21 49 75 ft. TENANT IMPROVEMENT FOR A 1465 SF. PROVIDE BARBER SHOP. OUR PROPOSED SCOPE OF WORK FOR THIS TENANT IMPROVEMENT INCLUDES THE FOLLOWING: A SMALL WAITING AREA TO MEET ACCESSIBILITY REQUIREMENTS UPGRADING THE RESTROOM TO COMPLY WITH ADA REQUIREMENTS, INCLUDING REPLACING PLUMBING FIXTURES, WATER CLOSETS, HAND SINKS, AND INSTALLING A GRAB BAR. 2 VIP ROOMS, BREAK ROOM, STORAGE. REPLACING ALL INTERIOR DOORS AND PAINTING THE INTERIOR WALLS. LIGHTING SYSTEMS, FIRE SPRINKLERS, AND MECHANICAL DUCTWORK WILL REMAIN UNCHANGED. NO EXTERIOR IMPROVEMENTS ARE INVOLVED IN THIS WORK SCOPE. DEFERRED SUBMITTALS / APPROVALS: - CHANGES TO FIRE ALARM SYSTEM. - CHANGES TO FIRE SPRINKLER SYSTEM. - BUILDING SIGNAGE. CAR PARKING TABULATION 1,465 SF./ 250: ................................... 6 SPACES REQUIRED PARKING SPACES PREVIOUSLY APPROVED WITH SHELL BUILDING 1. ALL WORK SHALL COMPLY WITH LATEST APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING BUT LIMITED TO: . 2022 CALIFORNIA BUILDING CODE (CBC) . 2022 CALIFORNIA MECHANICAL CODE (CMC) . 2022 CALIFORNIA PLUMBING CODE (CPC) . 2022 CALIFORNIA ELECTRICAL CODE (CEC) . 2022 CALIFORNIA FIRE CODE ( WITH LOCAL AMENDMENTS) . 2022 CALIFORNIA GREEN BUILDING CODE ( CALGREEN) . 2022 CALIFORNIA TITLE 24 ENERGY REGULATIONS RIALTO MUNICIPAL CODE ( INCLUDING LOCAL AMENDMENTS TO THE ABOVE ADOPTED CODES AND LOCAL GREEN BUILDING REQUIREMENTS) 2. ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES AND STATE LAWS. 3. ALL CONSTRUCTION SHALL CONFORM TO CURRENT TITLE 24, CALIFORNIA ADMINISTRATIVE CODE ACCESSIBILITY REQUIREMENTS. 4. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. 5. ALL MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED AND SEISMICALLY BRACED PER CODE. 6. DIMENSIONS ON WORKING DRAWINGS GOVERN. DO NOT SCALE DRAWINGS. 7. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE. THE DETAILS REFLECT THE DESIGN INTENT FOR TYPICAL CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE, THE COST FOR COMPLETE FINISHED INSTALLATION, INCLUDING ANOMOLIES, OF ALL TRADES. 8. ALL CONTRACTORS SHALL THOROUGHLY REVIEW CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO PROCEEDING WITH WORK. PRIOR TO BIDDING, CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY CONDITIONS WHICH ARE NOT COVERED IN THE CONTRACT DOCUMENTS. DURING CONSTRUCTION, CONTRACTORS SHALL NOTIFY THE OWNER AND SEEK CLARIFICATION IF ANY DISCREPANCIES ARE FOUND. CONTACTRORS SHALL BE RESPONSIBLE FOR REMEDIAL WORK IF RELATED WORK IS AFTER A DISCREPANCY IS IDENTIFIED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT MATERIALS, LABOR, INSTALLATION, ETC., CONFORMS TO THE CODES AND REQUIREMENTS OF LOCAL GOVERNING AGENCIES. 10. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK DONE WITH UNAPPROVED MATERIALS AND EQUIPMENT IS AT THE CONTRACTOR'S RISK. 11. CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED SO AS TO PREVENT DAMAGE OR DETERIATION UNTIL USED. FAILURE IN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR WORK. 12. FINISHES AND CONSTRUCTION SHALL BE PROTECTED BY THE CONTRACTOR FROM POTENTIAL DAMAGE CAUSED BY CONSTRUCTION ACTIVITY. DAMAGE TO FINISHES OR CONSTRUCTION CAUSED IN THIS MANNER SHALL BE REPAIRED OR REPLACED (OWNER'S & ARCHITECT'S DECISION) BY CONTRACTOR WITH IDENTICAL MATERIAL AND/OR FINSIHES. 13. ALL CONTRACTORS SHALL REMOVE TRASH AND DEBRIS RESULTING FROM THEIR WORK ON A DAILY BASIS. PROJECT SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. 14. IN ADDITION TO THOSE SHOWN ON DRAWINGS, PROVIDE AND LOCATE ACCESS DOORS OR PANELS IN CEILING AND WALL CONSTRUCTION AS REQUIRED FOR MECHANICAL, PLUMBING, AND ELECTRICAL WORK. 15. PROVIDE BACKING FOR ALL EQUIPMENT AND ACCESSORIES. 16. CONTRACTOR TO FIELD VERIFY "AS-BUILT" CONDITIONS AND NOTIFY THE ARCHITECT IF THEY VARY SUBSTANTIALLY FROM THOSE SHOWN. PROJECT LOCATION APN: 108-381-25 (SEE SHEET A301 FOR CALCULATIONS) PROJECT DATA PROJECT TITLE : TENANT IMPROVEMENT FOR BARBER SHOP PROJECT ADDRESS: 5127 W EDINGER AVENUE , SUITE G SANTA ANA, CA 92704 APN: 108-381-25 SPRINKLER: YES OCCUPANCY: B CONSTRUCTION TYPE : V-B NUMBER OF STORIES: ONE TENANT IMPROVEMENT : 1,465 SF. TOTAL OCCUPANTS: 21 SCOPE OF WORK DRAWING INDEX Sheet Number Sheet Name A0.0 COVER SHEET A1.0 SITE PLAN. A2.1 FLOOR PLAN - EXISTING - NEW, FLOOR PLAN DIMENSION A2.2 ADA PATH OF TRAVEL. REFLECTED CEILING PLAN. FLOOR PLAN-RESTROOM A2.3 TYPICAL DRYWALL SUSPENDED CEILING DETAILS ADA.0 ADA NOTES ADA.1 ACCESSIBILITY STANDARDS ADA.2 ACCESSIBILITY STANDARDS, CAL. GREEN CODE. 2022 S1.0 FOUNDATION PLAN ROOF FRAMING PLAN DETAIL E-0.1 ELECTRICAL COVER SHEET E-0.2 SINGLE LINE DIAGRAM & PANEL SCHEDULES E-1.1 LIGHTING PLAN E-1.2 POWER PLAN P-N.1 GENERAL NOTES & LEGENDS P-N.2 FIXTURE SCHEDULE AND CALCULATIONS P-N.3 SPECIFICATIONS PD-1 DETAILS P-1.1 FLOOR PLANS AND ROOF P-2.1 DIAGRAMS T24-1 TITLE 24 1 1 REVISIONS NO. DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 2 2 Bldg #101121647 APPROVALS: PLNG - F. Arias BLDG - G. Huang POLICE - B. Martin PUBLIC WORKS - B. Sarlak 5127 W Edinger Ave #G5/8/2025 EXISTING TYPICAL DRYWALL SUSPENDED CEILING DETAILS 1N.T.S. SCALE: NOTE: EXISTING CEILING TO REMAIN - NO MODIFICATIONS CEILING W/ SEISMIC STRUT 4N.T.S. SCALE:LAY-IN FISTURE SUPPORT DETAL 3N.T.S. SCALE:SUSPENDED CEILING DETAILS 2N.T.S. SCALE: 2 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:51 AM 24-14 A2.3 TYPICAL DRYWALL SUSPENDED CEILING DETAILS 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 2 5127 W Edinger Ave #G5/8/2025 48 " M I N . 48 " M I N . 48 " M I N . 48 " M I N . 36 " . 48" MIN. 1:10 MAX.1:10 MAX. 1: 1 2 M A X . EXISTING TYPICAL PERPENDICULAR CURB RAMPS 2 REMOVE NOTE3 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:49 AM 24-14 A1.0 SITE PLAN. 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 3 03/24/2025 3RD. SUBMITTAL 2 5127 W Edinger Ave #G5/8/2025 WH WH PROPOSED NEW 2X4 WOOD STUDS @16" O.C. W/ GYPSUM BOARD EACH SIDE UP TO CEILING. SEE DETAIL 1 SHEET A2.1 WALL LEGEND EXISTING STOREFRONT GLASS TO REMAIN THE SAME. FIXED WINDOW EXISTING NON-BEARING INTERIOR WALL TO BE DEMOLISHED EXISTING WALLS TO REMAIN WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM 2 3 4 5 3 12" WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM 1' - 9 " 1' - 9 " D2 4' - 0"11' - 0" 5' - 0"1' - 9" EW2 EW3 EW1 2 2 1 A2.1 2 2' - 4 " 2' - 0 " NEW DOOR TYPES INTERIOR DOOR TYPE 7' - 0 " 3' - 0" (N) 1/2" dia x 4" max. WEDGE ANCHOR @ 32" O.C. (ICC-ES ESR-1396) 2 1/2" EMBEDDED A35 EA BRACE TO STUD (N) 2X4 BOTTOM PLATE TREATED WOOD (N) 2X4" STUDS @ 16" O.C. WALL ANGLE (E) ACOUSTICAL CEILING AT 10' HEIGHT EXISTING CONCRETE SLAB (N) 1/2" DRYWALL EXISTING ROOF SHEATHING (N) 2X4" BRACE @ 48" O.C. W/ 3-16d EA RAFTER ALTERNATE (E ) 1 0 ' - 0 " EXISTING ROOF RAFTERS NON-BEARING WOOD PARTITION WALL 1N.T.S. SCALE: 2 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:50 AM 24-14 A2.1 FLOOR PLAN - EXISTING - NEW, FLOOR PLAN DIMENSION 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P FLOOR PLAN NOTES. Note Number Note Text 1 COUNTER 2 CHAIR 3 AIR COMPRESSOR 4 WATER HEATER 5 HAND SINK. 1. 2. 3. 4. 5. Provide approved panic hardware on required exit doors. All existing windows are fixed and will remain the same. 11B-404.2.10 Door and gate surfaces. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. SEE DETAIL 4/A2.1 CBC 1008.1.1 Each leaf of door in the means of egress shall be provide 32 inches clear opening and a minimum height of 6'-8" but in no case shall any single door leaf exceed 48 inches. All doors hardware shall be at 34"min. - 44" max. high from the finish floor. 1/4" = 1'-0"1.PROPOSED FLOOR PLAN 1/4" = 1'-0"2 FLOOR PLAN - EXISTING, DEMOLITION 1/4" = 1'-0"3 FLOOR PLAN - DIMENSION, FINISH DOOR SCHEDULE MARK WIDTH HEIGHT COMMENTS REMARKS D1 3' - 0"7' - 0"(N) SWING DOOR SWING D2 3' - 0"7' - 0"(N) SWING DOOR SWING D3 3' - 0"7' - 0"(N) OPENNING OPENNING D4 3' - 0"7' - 0"(N) SWING DOOR SWING ED1 3' - 0"7' - 0"(E) SWING DOOR W/ PANIC HARDWARE ED2 3' - 0"7' - 0"(E) SWING DOOR SWING REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 3 03/24/2025 3RD. SUBMITTAL WINDOW SCHEDULE MARK WIDTH HEIGHT TYPE EW1 3' - 0"4' - 0"(E) FIXED WINDOW EW2 3' - 0"4' - 0"(E) FIXED WINDOW EW3 3' - 0"4' - 0"(E) FIXED WINDOW 2 2 NOTE: EXISTING WINDOWS TO REMAIN - NO MODIFICATIONS 2 2 3 5127 W Edinger Ave #G5/8/2025 WH EXT 1 P WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM TACTILE EXIT SIGN SHALL BE PROVIDED AT EVERY EXTERIOR EXIT DOOR 4' - 0" A2.2 3 AREA IDENTITY / EXITING WIDTH LEGEND 1 PATH OF TRAVEL (NUMBER INDICATES OCCUPANT LOAD) 1 EXITING WIDTH SYMBOL P PANIC HARDWARE (REQUIRED) EGRESS PLAN NOTES TACTILE EXIT SIGN PROVIDED AT EVERY EXTERIOR EXIT DOOR 1. 2. 3. 4. 5. 6. 7. ALL EXIT DOORS SHALL COMPLY WITH SECTIN 1010.1 SHOW THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS. THE EXIT PATH SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1013. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. (1013.1) ALL REQUIRED EXITS SHALL BE MAINTED UNTIL ARRIVAL AT GRADE OR THE PUBLIC WAY. (1006.3.1) THE RATE NUMBER OF OCCUPANTS SHALL BE COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT OF AREAS AS PRESCRIBED IN TABLE 1004.1.1 FOR AREAS WITHOUT FIXED SEATING THE OCCUPANT SHALL NOT BE LESS THAN THE NUMBER DETERMINED BY DIVIDING THE FLOOR AREA UNDER CONSIDERATION BY THE OCCUPANT PER UNIT AREA FACTOR ASSIGNED TO THE OCCUPANCY AS SET FORTH HEREIN TABLE 1004.1.1 ALL SYSTEMS TO BE ALTERED IN TENANT IMPROVEMENT SHALL COMPLY WITH ENERGY REQUIREMENTS AND ALL COMPLIANCE FORMS SUBMITTED TO THE BUILDING & SAFETY DEPARTMENT FOR ITS REVIEW. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1.0 FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL, (2016 CBC, SECTION 1006.4) EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOOR WAY. (2016 CBC, SECTION 1004.3) EGRESS NOTES 1. 2. 3. 4. 5. PLACE A SIGN AT EVERY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE PATH OF TRAVEL DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH CBC 11B-216.1, 703.1 AN EGRESS DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30# FORCE. THE DOOR SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 15 POUNDS IS APPLIED TO THE LATCH SIDE. THE OPENING FORCE FOR INTERIOR SIDE SWING DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXITS ARE EXISTING AND ACCESSIBLE TO PERSONS WITH DISABILITIES AND SHALL MAINTAIN THRESHOLDS LESS THAN 1/2" ABOVE ADJACENT FLOOR SURFACE. THE BOTTOM 10" OF ALL NEW DOORS SHALL HAVE A SMOOTH SURFACE. HARDWARE TO BE SINGLE ACTION PLACED BETWEEN 30-40" A.F.F. WITH OPERATING PRESSURE OF 5 LBS. MAXIMUM. ALL AISLES AND WALKWAYS BETWEEN FIXED FURNITURE CABINETRY, EQUIPMENT, AND WALLS FOR NORMAL PATH OF ACCESS SHALL BE 3'-0" CLEAR MINIMUM UNLESS NOTED AND/OR DIMENSIONED. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ALL LOCATIONS AS MARKED ON PLANS. SYMBOLS SHALL BE A WHITE FIGURE ON BLUE BACKGROUND MOUNTED AT 60" A.F.F. F FIRE EXTINGUISHER LOCATION EXIT SIGN SYMBOL EXT 1 EXIT WIDTH: 21 PERSON X (0.2) INCHES PERSON = 4.2" NOTE: EXISTING (1) EXIT DOOR OF WIDTH AT FRONT : 72" ( COMPLIED) WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 0" 2 2 DOWNLIGHT 4-INCH ROUND ELECTRICAL SCHEDULE EXT SUPPLY REGISTER SURFACE MOUNTED EMERGENCY EXIT LIGHT & SIGN W/ 90 MINUTES BACK UP. RETURN REGISTER SYMBOL DESCRIPTION LIGHTING EXISTING CEILING TO REMAIN - NO MODIFICATIONS Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 4/4/2025 7:52:13 AM 24-14 A2.2 ADA PATH OF TRAVEL. REFLECTED CEILING PLAN. FLOOR PLAN-RESTROOM 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P 1/4" = 1'-0"2 ADA PATH OF TRAVEL. TOTAL = 21 OCCUPANTS LESS THAN 50. EXIT REQUIRED:1 PROVIDED:1 OCCUPANT LOAD CALCULATION (TABLE 1004.5) NAME AREA OCCUPANT LOAD FACTORE OCCUPANT LOAD WAITING 85 SF 15 6 BARBER AREA 444 SF 150 3 HALLWAY 153 SF 150 1 VIP 1 92 SF 150 1 VIP 2 135 SF 150 1 BREAK ROOM 104 SF 15 7 STORAGE 129 SF 300 1 (E) RESTROOM 50 SF 150 1 21 1/4" = 1'-0"1 REFLECTED CEILING PLAN . 1/2" = 1'-0"3 FLOOR PLAN - RESTROOM. REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 4 04/04/2025 4TH. SUBMITTAL NOTE: EXISTING CEILING TO REMAIN - NO MODIFICATIONS 2 2 2 2 4 5127 W Edinger Ave #G5/8/2025 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:52 AM 24-14 ADA.0 ADA NOTES 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 5127 W Edinger Ave #G5/8/2025 CLEARANCES AT DOORS LEVEL MANEUVERING 1. 2. NOTE: FIRE RATED CORRIDORS W/ DOORS SWINGING INTO CORRIDOR TO BE 6'-0" WIDE CORRIDOR MINIMUM. WALKS TO HAVE 60"x60" AREA EVERY 200' MAX. 5DOORS AND MANEUVERING SPACE SCALE: NTS 11B-404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2" HIGH MAXIMUM. RAISED THRESHOLD AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES CLEARANCES AT DOORS LEVEL MANEUVERING 1. 2. NOTE: FIRE RATED CORRIDORS W/ DOORS SWINGING INTO CORRIDOR TO BE 6'-0" WIDE CORRIDOR MINIMUM. WALKS TO HAVE 60"x60" AREA EVERY 200' MAX. 11B-404.2.4.2 Doorways without doors or gates, sliding doors, and folding doors. Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2 11B-404.2.4.4 Floor or ground surface. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level are not permitted. Exceptions: 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with Section 11B-404.2.5 shall be permitted. 11B-404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2" high maximum. Raised threshold and changes in level at doorways shall comply with sections 11B-302 and 11B-303. 1. 2. 3. 4. 11B-404.2.9 Door and gate opening force. The force for Pushing or pulling open a door or gate shall be as follows: Interior hinged doors and gates: 5 pounds (22.2 N)maximum. Sliding or folding doors: 5 pounds (22.2 N) maximum. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds (66.7 N). Exterior hinged doors: 5 pounds (22.2 N) maximum. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. 11B-404.2.10 Door and gate surfaces. Swinging door and gate surfaces within 10 inches (254 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. CLEAR WIDTH OF DOORWAYS 1SCALE: NTS 2GRAB BAR ANCHORAGE SCALE: NTS 3LEVEL CHANGES SCALE: NTS 4SCALE: NTS * ALWAYS INSULATE EXPOSED PIPES FIGURE 11B306.3 KNEE CLEARANCE 2 2 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:53 AM 24-14 ADA.1 ACCESSIBILITY STANDARDS 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 2 02/28/2025 2ND. SUBMITTAL 5127 W Edinger Ave #G5/8/2025 TURNING SPACE CLEARANCE 6 11B-304.4 Door swing. Doors shall be permitted to swing into turning spaces. 11B-305 Clear floor or ground space. 11B-305.1 General. Clear floor or ground space shall comply with Section 11B-305. 11B-305.2 Floor or ground surfaces. Floor or ground surfaces of a clear floor or ground space shall comply with Section 11B-302. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. 11B-305.3 Size. The clear floor or ground space shall be 30 inches (762 mm) minimum by 48 inches (1219 mm) minimum. 11B-305.4 Knee and toe clearance. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with Section 11B-306. 11B-305.5 Position. Unless otherwise specified, clear flooror ground space shall be positioned for either forward or parallel approach to an element. 11B-305.6 Approach. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. Clear floor or ground space may overlap an accessible route, unless specifically prohibited elsewhere in this chapter. 11B-305.7 Maneuvering clearance. Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with Sections 11B-305.7.1 and 11B-305.7.2. 11B-305.7.1 Forward approach. Alcoves shall be 36 inches (914 mm) wide minimum where the depth exceeds 24 inches (610 mm). 11B-305.7.2 Parallel approach. Alcoves shall be 60 inches (1524 mm) wide minimum where the depth exceeds 15 inches (381 mm). 11B-304.2 Floor or ground surfaces. Floor or ground surfaces of a turning space shall comply with Section 11B-302. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. 11B-304.3 Size. Turning space shall comply with Section 11B-304.3.1 or 11B-304.3.2. 11B-304.3.1 Circular space. The turning space shall be a space of 60 inches (1524 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with Section 11B-306. 11B-304.3.2 T-Shaped space. The turning space shall be a T-shaped space within a 60 inch (1524 mm) square minimum with arms and base 36 inches (914 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with Section 11B-306 only at the end of either the base or one arm. SCALE: N.T.S. 12"12"12" 12" MEN WOMEN ALL-GENDER TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS 11B-703.7.2.6 12" WITHIN 1" CENTER LINE OF SIGN ALL GENDER RESTROOM MEN WOMEN12" DIAMETER 12" 12" CL CENTER LINE OF DOOR AT EITHER SIDE GENDER SPECIFIC GEOMETRIC SYMBOLS APPLY ONLY TO MULTI-ACCOMMODATION RESTROOMS MEN WOMEN SINGLE-USER SIGN STATEMENT AS - "ALL GENDER RESTROOM" "RESTROOM" (TACTILE/BRAILLE COMPLIANT Y X 60 " M A X 48 " M I N 58 " - 6 0 " 58 " T O 6 0 " MI N CENTER LINE FIN. ELEV. Y X BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS BASELINE OF LOWEST BRAILLE CELL TACTILE / RAISED CHARACTER & GD-II BRAILLE SIGN NOTE: PICTOGRAMS NOT REQUIRED The provisions of CBS Chapter 11B require that a sanitary facility that is not specifically identified as for "men" or "women" (referred to in Chapter 11B as a "All Gender" facility) have a geometric symbol on the door that is an equilateral triangle superimposed onto a circle. The "All Gender" symbol is the only specific indicator required to be provided by Chapter 11B for a toilet facility that is available for use by all individuals. No pictogram, text, or braille is required on the symbol. (See attachment, Exihibit A. 11B-703.4.1 Height above finish floor or ground. Tactile characters on signs shall be located 48 inches (1219mm) minimum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Exception: Tactile characters for elevator car controls shall not be required to comply with Section 11B-703.4.1 1 DESIGNATION SIGN ON WALL ALL GENDER RESTROOM RESTROOMRESTROOM 34 " M I N - 4 4 " MA X NOTE: USE THIS SIGN FOR ALL-GENDER RESTROOMS 4TOILET IDENTIFY SIGNS SCALE: N.T.S. * ALWAYS INSULATE EXPOSED PIPES KNEE CLEARANCE APPLIANCES FOR LAUNDRY 3SCALE: N.T.S.2SCALE: N.T.S. E X I T 11B-703.1 General. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile charaters, shall be provided. Tactile exit signs shall be required at the following locations: 1. Each grade-level exterior exit door shall be identified by a tactile exit sign with the word, “EXIT.” 2. Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 3/4 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide, except the letter "I," and the minimum spacing between letters shall not be less than 3/8 inch (9.5 mm). Signs larger than the minimum established in this section shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the means of exit sign illumination is or is not energized. SIGNS AND IDENTIFICATION PER CBC 11B-703 Ceiling Hight 11B-404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2" high maximum. Raised threshold and changes in level at doorways shall comply with sections 11B-302 and 11B-303. 11B-404.2.7 Door and gate hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with Section 11B-309.4. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 11B-309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. NOTE: HARDWARE HEIGHT APPLIES TO ALL PROPOSED AND EXISTING DOORS. a. b. c. d. e. All exit doors shall comply with Section 1010.1 Clear width of each door opening shall be min. 32" or per Section 1005.1, whichever is greater. Min. door height of 6'-8" Shall be capable of opening 90 degrees. The maximum width of a swinging door leaf shall be 48" nominal. Exit door shall be side-hinged swinging type. TYPICAL EXIT SIGN REQUIREMENT 5SCALE: N.T.S. E X I T 2" 60 " M A X Door Thresholds Tactile Exit Sign AB O V E F I N I S H F L O O R 48 " M I N . 34 " M I N - 4 4 " M A X CAL. GREEN CODE. 2022 NOTES. 1 Project No. Date: Design by: TRINH HA, M. Arch Sheet No. Pr o j e c t f o r : Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C We b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 Em a i l : i n f o @ H o m e T o p H o m e . c o m 3/23/2025 11:48:54 AM 24-14 ADA.2 ACCESSIBILITY STANDARDS, CAL. GREEN CODE. 2022 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 BA R B E R S H O P REVISIONS NO.DATE BY 1 12/26/2024 SUBMITTAL 5127 W Edinger Ave #G5/8/2025 WH 1 COUNTER WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM 2 3 4 WALL LEGEND NEW WALL : EXISTING WALL : EXISTING FOOTING VERIFY ON FIELD. 2 S1.0 EXISTING CONCRETE SLAB TYP. WOOD 1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH CONFORMING TO WEST COAST LUMBER INSPECTION BUREAU GRADING RULES #17. MOISTURE CONTENT NOT TO EXCEED 19% AT TIME OF CONSTRUCTION. 2.WOOD-BASED STRUCTURAL USE PANELS SHALL MEET THE REQUIREMENTS OF DOC PS 2-10. STRUCTURAL SHEATHING MAY BE EITHER OSB OR PLYWOOD. 3.STRUCTURAL COMPOSITE LUMBER (SCL) SHALL CONFORM TO THE MANUFACTURER'S ICC REPORT IN COMPLIANCE WITH THE GOVERNING BUILDING CODE FOR THE PROJECT LISTED. 4.ENGINEERED GLU-LAM BEAMS SHALL BE INSPECTED AND AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO INSTALLATION. ALL GLU-LAM BEAMS SHALL BE FABRICATED WITH WATERPROOF GLUE WITH STANDARD CAMBER U.N.O. 5.GLU-LAM BEAMS MAY NOT BE SUBSTITUTED FOR STRUCTURAL COMPOSITE LUMBER (SCL) BEAMS UNLESS WRITTEN AUTHORIZATION IS PROVIDED BY THE ENGINEER OF RECORD. 6.ALL WOOD FRAMING MEMBERS DIRECTLY AGAINST CONCRETE OR MASONRY INSTALLED IN A DRY OR ENCLOSED ENVIRONMENT SHALL BE PRESSURE TREATED DOUG-FIR TREATED WITH SODIUM BORATE (SBX/DOT). CORROSION RESISTANT CONNECTORS ARE NOT REQUIRED WITH SODIUM BORATE TREATED LUMBER. IF OTHER TREATMENTS ARE USED, GALVANIZED FASTENERS PER "FASTENER REQUIREMENTS" NOTE 3 ARE REQUIRED. 7.LUMBER GRADE STAMPS ARE TO REMAIN IN PLACE AFTER INSTALLATION WHERE POSSIBLE. 8.LUMBER GRADES ARE TO BE AS FOLLOWS: STUDS UP TO 10'-0"..............................................................................................STUD GRADE STUDS OVER 10'-0".............................................................................................................DF #2 BLOCKING............................................................................................STANDARD OR BETTER PLATES & SILL.....................................................................................STANDARD OR BETTER TOP PLATES........................................................................................................................DF #2 4X4 BEAMS/POSTS.............................................................................STANDARD OR BETTER 4X6 THROUGH 4X12BEAMS/POSTS.................................................................................DF #2 4X14BEAMS/POSTS.............................................................................................................DF#1 6X & LARGER BEAMS/POSTS............................................................................................DF #1 2X RAFTER/JOIST...............................................................................................................DF #2 9.UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PURPOSE. 10.THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL , AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL)..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 11.ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING EXP 1 WITH A SPAN RATING OF 24/0 WITH 8D NAILS AT 6" O/C AT EDGES AND BOUNDARIES AND 12" O/C FIELD NAILING. 12.FLOOR SHEATHING SHALL BE 23/32" APA RATED SHEATHING EXP 1 WITH A MINIMUM SPAN RATING OF 48/24 WITH 10D NAILS AT 6" O/C AT EDGES AND BOUNDARIES AND 10" O/C FIELD NAILING. SHEET INDEX No.SHEET NO.SHEET NAME 1 S1.0 FOUNDATION PLAN, ROOF FRAMING PLAN & DETAIL. WH 1 COUNTER WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM 2 3 4 WALL LEGEND NEW WALL : EXISTING WALL : E EXISTING ROOF SYSTEM TO BE REMAINED, VERIFY ON FIELD. 1 S1.0 TYP. S1.0 FOUNDATION PLAN FRAMING PLAN & DETAIL ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 November 23, 2024 Design by TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG T HANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER FOUNDATION PLAN SCALE : 3/16"=1'-0" ROOF FRAMING PLAN SCALE : 3/16"=1'-0" TYPICAL NON-BEARING PARTITION WALL AT ROOF FRAMING DETAIL PERPENDIULAR TO TRUSS FRAMING PARALLEL TO TRUSS FRAMING 2x STUD SEE ARCH'L FOR SIZE AND SPACING 1/ 4 " ~ 1 / 2 " CL R . CL R . SIMPSON "DTC" CLIP @48"o.c. CEILING SEE ARCH'L (2)2x TOP ~P'S TRUSS BOTTOM CHORD 1/ 4 " ~ 1 / 2 " 2x6 BLOCKING W/SIMPSON "LUS" HANGER EA. END SIMPSON "DTC" CLIP @48"o.c. 1INTERIOR PARTITION, TYP. 2x P.T D.F SILL PLATE w/ 7 32"Øx312" SHOT PINS @ 32" OC w/ 14 GA PER ICC-ESR 2138 . WASHERS AND FIRST 2 PINS PLACED 6" AND 10" FROM PLATE ENDS CONCRETE SLAB 2x STUDS @ 16" OC 2x P.T D.F SILL PLATE w/ 7 32"Øx312" SHOT PINS @ 32" OC w/ 14 GA PER ICC-ESR 2138 . WASHERS AND FIRST 2 PINS PLACED 6" AND 10" FROM PLATE ENDS CONCRETE SLAB 2x STUDS @ 16" OC BEARING NONE SHEAR WALL NONE BEARING CONCRETE FOOTING SIZE & REBARS PER DETAIL 1/SD1 W PER SCHEDULE PE R S C H E D U L E SE E D E T A I L 1 / S D 1 2 5127 W Edinger Ave #G5/8/2025 ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 November 23, 2024 Design by T24-1 TITLE 24 TRINH HATUNG VO, TRINH HA, M. Arch.TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG THANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER 5127 W Edinger Ave #G5/8/2025 ELECTRICAL SYMBOLSGENERAL NOTES H A O P VFD M F kWM WP C J PB GF ST GFP T TV VERIFY ALL LIGHT FIXTURES WITH OWNER/ ARCHITECT PRIOR TO BID. LIGHTS AND PANEL SHALL NOT BE RECESSED IN FIRE PLATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. NOTE: NOTE:LIGHT SWITCHES AND CONTROLS, WALL MOUNTED AT +48" AFF (MAX) ALL WALL COUNTER RECEPTACLE SHALL BE GFCI AND 6" ABOVE SPLASH. COORDINATE WITH ARCHITECTURAL DRAWINGS. NOTE:ALL WALL MOUNTED RECEPTACLE SHALL BE +18" AFF U.O.N. NOTE:ALL RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. ALL WALL SWITCHES CONTROL LINE EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH "EMERGENCY" ON RED FACE PLATE ALL RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. NOTE: NOTE:VERIFY ALL COMMUNICATION REQUIREMENTS WITH SERVICE PROVIDER. LIGHTING FIXTURES WALL MOUNTED 8' INDUSTRIAL STRIP LIGHT 4' INDUSTRIAL STRIP LIGHT RECESSED DOWNLIGHT RECESSED WALL WASH VANITY LIGHT FIXTURE ROADWAY/PARKING LOT/WALKWAY LIGHT STANDARD PATHWAY LIGHT POST TOP MOUNTED BUILDING MOUNTED WALLPACK CEILING/PENDANT MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN SHADING INDICATES ILLUMINATED FACE OF EXIT SIGN ARROW INDICATES EXIT SIGN DIRECTIONAL ARROW SURFACE MOUNTED EMERGENCY LIGHT ON IT WITH 90 MIN. EMERGENCY BATTERY PACK. REFER TO LIGHTING FIXTURE SCHEDULE. LIGHT SWITCHES AND CONTROLS POWER RECEPTACLES AND BOXES DUPLEX RECEPTACLE QUAD RECEPTACLE SPECIAL RECEPTACLE DEDICATED 20A RECEPTACLE GFCI DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER AFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED AFCI DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED GFCI DUPLEX RECEPTACLE 6" ABOVE COUNTER OR SPLASH DUPLEX CEILING RECEPTACLE DUPLEX FLOOR RECEPTACLE JUNCTION BOX PULLBOX, SIZED PER NEC OR AS NOTED DOOR CHIME LIGHTED LV PUSHBUTTON DOOR BELL TRANSFORMER (T) PANELBOARDS OR LOAD CENTERS: SURFACE, FLUSH MOUNTED REFER TO PANEL SCHEDULES DISTRIBUTION EQUIPMENT GROUND DELTA CONFIGURATION WYE CONFIGURATION GROUND FAULT PROTECTION GROUND FAULT RELAY SHUNT TRIP MOTOR CIRCUIT PROTECTOR 30A = AMPERE RATING MCP = MOTOR CIRCUIT PROTECTOR ALL BREAKERS ARE 3-POLE, UON. FUSED DISCONNECT SWITCH 30A = SWITCH AMPERE RATING (20A) = FUSE AMPERE RATING ALL SWITCHES ARE 3-POLE, UON. HAND-OFF-AUTO CONTROL STATION START-STOP CONTROL STATION DISCONNECT SWITCH FURNISHED W/ EQUIPMENT PANEL CURRENT LIMITER UTILITY COMPANY METER. PROVIDE CT'S & PT'S AS REQUIRED. REFER TO SINGLE LINE DIAGRAM. TRANSFORMER FUSE CUTOUT SINGLE LINE DIAGRAMS PACKAGED EQUIPMENT, SINGLE POINT ELECTRICAL CONNECTION, FURNISHED WITH INTEGRAL MAIN DISCONNECT UON. VARIABLE FREQUENCY DRIVE WITH INTEGRAL MAIN DISCONNECT MECHANICAL EQUIPMENT EXHAUST FAN OR MOTOR POWER EQUIPMENT NON-FUSED DISCONNECT SWITCH WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHER PROOF AS REQUIRED 30A = SWITCH AMPERE RATING ALL SWITCHES ARE 3-POLE UON. FUSED DISCONNECT SWITCH, HP RATED WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHER PROOF AS REQUIRED 30AS = SWITCH AMPERE RATING 15AF = FUSE AMPERE RATING ALL SWITCHES ARE 3-POLE UON. COMBINATION MOTOR STARTER/MOTOR CIRCUIT PROTECTOR 100A = AMPERE RATING MCP = MOTOR CIRCUIT PROTECTOR 1 = STARTER SIZE ALL BREAKERS ARE 3-POLE UON. POWER SWITCHES AND CONTROLS 100A MCP 1 30AS 15AF 30A 30A (20A) 30A MCP COMMUNICATION DEVICES TERMINAL BOARD (TB) SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL AS REQUIRED TELEPHONE TERMINAL CABINET (TC) WITH TERMINAL STRIPS AS REQUIRED TELEPHONE OUTLET BOX, WALL MOUNTED AT +18" A.F.F. (MIN). STUB A 3/4" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. "W" = WALL MOUNTED PHONE AT +48" A.F.F. (MAX) "P" = PUBLIC (PAY) PHONE. VERIFY ALL REQUIREMENTS WITH THE TELEPHONE UTILITY COMPANY. PROVIDE 1" C.O. (MIN) TO THE MAIN TELEPHONE BACKBOARD. MOUNTING HEIGHT AS REQUIRED. COMBINATION TELEPHONE AND DATA OUTLET BOX WALL MOUNTED AT +18" A.F.F. (MIN) STUB A 1" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN FLOOR BOX WITH SERVICE FITTING. "P" = DESIGNATES PEDESTAL TYPE DEVICE "F" = DESIGNATES FIRE RATED POKE THROUGH CATV OUTLET WALL MOUNTED EMERGENCY LIGHT FIXTURE WITH VENDOR FURNISHED LAMPS 4' WALL MOUNTED FIXTURE MISC A-1 HOMERUN, A = PANEL DESTINATION, 1 = CIRCUITS WIRING SDCD SMOKE DETECTOR AND CARBON MONOXIDE COMBO HARDWIRED W/ BATTERY BACKUP SD SMOKE DETECTOR HARDWIRED W/ BATTERY BACKUP ELECTRICAL ABBREVIATIONS RESIDENT OFFICER IN-CHARGE OF CONSTRUCTION MW MV MTD MLO MH MH MFR MECH MCP MCC MCB MAX M LTG/LTS LPS LF LCP LCL LC KCMIL KW KVA K JB/JBOX INCAND IN OR " IG H.W.D.L HVAC HTR HPS HP HOA HID H GFP GFCI G/GRD FT FLUOR FLR FLA FIXT FDR FATC FACP FA EXIST EWC EQPT EP E.O.L. ENT EMT EMS EMER ELEV ELEC EL (E) EG EF D/W DWG DS DEG DIST DIA CT CPT CONT CONST CONN COMM C.O. CM/GC CLG CLF CLCB CKT CB CAB °C C B.O.T. BLDG BKR BCG BC BATT AWG AV ATS ASYM ARCH ANN AMP, A AS/AF AF/AT A/C AFCI AFG AFF ADA ABS ABOVE BACKSPLASH AMERICAN WITH DISABILITY ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ARC FAULT CIRCUIT INTERRUPTER AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) AMP FRAME, AMP TRIP AMP SWITCH, AMP FUSE AMPERE ANNUNCIATOR ARCHITECTURAL ASYMMETRICAL AUTOMATIC TRANSFER SWITCH AUDIO/VISUAL AMERICAN WIRE GAUGE BATTERY BARE COPPER BARE COPPER GROUND BREAKER BUILDING BOTTOM OF TRAY CONDUIT CELSIUS CABINET CIRCUIT BREAKER CIRCUIT CURRENT LIMITING CIRCUIT BREAKER CURRENT LIMITING FUSE CEILING CONSTRUCTION MANAGER/GENERAL CONTRACTOR CONSTRUCTION ONLY, COMPLETE WITH PULL STRING COMMUNICATIONS CONNECTED CONSTRUCTION CONTINUATION CONTROL POWER TRANSFORMER CURRENT TRANSFORMER DELTA CONNECTED DIAMETER DISTRIBUTION DEGREE DISCONNECT SWITCH DRAWING DISH WASHER EXHAUST FAN EQUIPMENT GROUND EXISTING ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING END-OF-LINE CIRCUIT TERMINATOR EXPLOSION PROOF EQUIPMENT ELECTRIC WATER COOLER EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FIRE ALARM TERMINATION CABINET FEEDER FIXTURE FULL LOAD AMPS FLOOR FLUORESCENT FEET GROUND GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HOT (UNSWITCHED) HIGH INTENSITY DISCHARGE HAND OFF AUTO HORSE POWER HIGH PRESSURE SODIUM HEATER HEATING, VENTILATION AND AIR CONDITIONING HEIGHT, WIDTH, DEPTH, LENGTH ISOLATED GROUND INCHES INCANDESCENT JUNCTION BOX DEGREE KELVIN KILOVOLT AMPERES KILOWATT THOUSAND CIRCULAR MILS LIGHTING CONTACTOR LINE CONTINUOUS LOAD LIGHTING CONTROL PANEL LINEAR FEET LOW PRESSURE SODIUM LIGHTING METER MAXIMUM MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTION MECHANICAL MANUFACTURER MOUNTING HEIGHT METAL HALIDE MAIN LUGS ONLY MOUNTED MERCURY VAPOR MICROWAVE TC SP RP FP GEF UGPS ANN FACP ELEV UBP LCP UT DT CT LT T VFD DISC SW SBG SDPB DP DB MS SSG MCC EQUIPMENT TYPE Y XFR XFMR WP W VFD VD VA V UTP UPS UON UG TSP TYP TV TELE/DATA TELCOM TEL TC SYS SYM SW SURF ST SSG SQ SPEC SN SF SECT SECONDARY SEC ROIC RM RGS REQD REF RECPT, REC QTY PWR PT PROVIDE PRIMARY PRI PRIMARY OVER 600 VOLTS FURNISH, INSTALL AND CONNECT POTENTIAL TRANSFORMER POWER QUANTITY RECEPTACLE REFRIGERATOR REQUIRED RIGID GALVANIZED STEEL ROOM SECURITY 600 VOLTS AND LESS SECTION SQUARE FOOT SOLID NEUTRAL SPECIFICATION SQUARE SECONDARY SWITCHGEAR SHUNT TRIP SURFACE SWITCH SYMMETRICAL SYSTEMS TIME CLOCK TELEPHONE TELECOMMUNICATIONS TELEPHONE AND DATA TELEVISION TYPICAL TWISTED SHIELDED PAIR UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED PAIR VOLTS VOLT AMPERES VOLTAGE DROP VARIABLE FREQUENCY DRIVE WIRE WEATHERPROOF TRANSFORMER TRANSFER WYE CONNECTED - MOTOR CONTROL CENTER - SECONDARY SWITCHGEAR - MAIN SWITCHBOARD - DISTRIBUTION BOARD - DISTRIBUTION PANELBOARD - STANDBY DISTRIBUTION PANELBOARD - STANDBY GENERATOR - DISCONNECT SWITCH - VARIABLE FREQUENCY DRIVE - TRANSFORMER - LIGHTING TRANSFORMER - CLEAN POWER TRANSFORMER - DIRTY POWER TRANSFORMER - UTILITY POWER TRANSFORMER - LIGHTING CONTROL PANEL - UTILITY BRANCH PANEL - ELEVATOR - FIRE ALARM CONTROL PANEL - FIRE ALARM ANNUNCIATOR PANEL - UNDERGROUND PULL SECTION - GARAGE EXHAUST FAN - FIRE PUMP - REC BUILDING PANEL - SUMP PUMP - TELEPHONE CABINET PR PL PH PC PB PA P OFCI NO. OR # NO NIC NF NEC NC N NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CODE NON-FUSED NOT IN CONTRACT NORMALLY OPEN NUMBER OWNER FURNISHED, CONTRACTOR INSTALLED POLE PUBLIC ADDRESS PULL BOX PHOTO CELL PHASE POLE PAIR 1.ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS 2022 TITLE 24, 2020 N.E.C., & 2022 C.E.C. AND LOCAL CODES. ELECTRICAL WORK SHALL COMPLY WITH CBC 2022 AND ALL EQUIPMENT AND SYSTEMS SHALL BE U.L. LISTED. 2.PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL SYSTEM. 3.COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION. 4.INSTALL RACEWAY SYSTEMS AS FOLLOWS: a.USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE b.USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY. USE SEAL-TITE IN AREAS EXPOSED TO WEATHER. c.USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED d.USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED GROUND. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR P.V.C. COATING. 5.PROVIDE COPPER CONDUCTORS FOR ALL BRANCH CIRCUITS AND EQUIPMENT FEEDERS (I,E., HVAC & PLUMBING EQUIP, APPLIANCES, OWNER PROVIDED EQUIP, ETC...) WITH 600 VOLT TYPE "THHN" INSULATION IN DRY LOCATIONS AND TYPE "THWN" INSULATION IN DAMP OR WET LOCATIONS. CONDUCTORS IN SIZES #10 AWG AND SMALLER SHALL BE SOLID; OTHER CONDUCTORS SHALL BE STRANDED. #12 AWG IS THE SMALLEST CONDUCTOR SIZE PERMITTED FOR LINE VOLTAGE BRANCH WIRING. BOTH ENDS OF ALL WIRE RUNS SHALL BE LABELED W/ NUMBERED PRESSURE LABELS. SPLICE ONLY IN ACCESSIBLE JUNCTION OR OUTLET BOXES. SCREW-ON CONNECTORS SHALL BE NEATLY INSTALLED; GROUPED, LACED OR CLIPPED, AND FANNED OUT TO/FROM TERMINAL. 6.U.O.N., PROVIDE ALUMINUM CONDUCTORS TYPE THWN-2 FOR PANELBOARD FEEDERS AS SHOWN ON SINGLE LINE DIAGRAM, ALL OTHER CONDUCTORS SHOWN ELSEWHERE SHALL BE COPPER AS SPECIFIED ABOVE. 7.CONDUIT FOR ROOF MOUNTED EQUIPMENT SHALL BE ROUTED BELOW THE ROOF WITHIN THE BUILDING. 8.ALL FIXTURE, DEVICE, ETC.. LOCATIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK 9.ELECTRONIC BALLASTS FOR FLUORESCENT LIGHTING FIXTURES SHALL HAVE A MINIMUM BALLAST FACTOR (BF) OF 0.90 OR GREATER UNLESS OTHERWISE SPECIFIED 10.ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED. 11.THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC... TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 12.ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF 13.ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL GOVERNING CODES. 14.ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL-U.O.N. 15.ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS 16.COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR 17.ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS. CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT. 18.ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES, DEVICES, FEEDERS ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. 19.ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: a.ALL SUBSTITUTED LIGHT FIXTURES. b.ALL ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION EQUIPMENT AND PANEL BOARDS. c.OTHER ITEMS AS SPECIFICALLY INDICATED. 19.ALL ELECTRICAL EQUIPMENT CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK. 20.COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE CEC ARTICLE 250. 21.PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WTH ALL LOCAL, STATE, AND NATIONAL CODES. 22.PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT. 23.PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF JOB. 24.ALL DISCONNECT SWITCHES TO BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 25.PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUIT CONDUITS SIZED PER CEC 250-122. 26.ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED OUTLET BOXES IN ACCORDANCE WITH CODE. FOR EXACT LOCATION OF ALL FIXTURES, REFER TO ARCHITECTURAL DRAWINGS. (ARCH TO APPROVE LIGHTING FIXTURES) 27.SUPPLY PLASTER FRAMES, TRIM RINGS, AND BACKBOXES TO OTHER TRADES. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN AND MECHANICAL EQUIPMENT. 28.ALL FIXTURES, LENSES, AND OTHER TRIM SHALL BE ALIGNED, CLEANED, FREE OF PAINT AND BLEMISHES BEFORE FINAL ACCEPTANCE. NO FIXTURE SUPPORT OR INSERT, EXCEPT PENDANT CANOPIES, SHALL BE VISIBLE FROM THE FLOOR. 29.CONTRACTOR SHALL PERFORM A BURN TEST. LIGHT FIXTURES MUST BURN CONTINUOUSLY PER MANUFACTURER RECOMMENDATION, MINIMUM 48 HOURS. TEST MUST BE REPEATED FOR EARLY BURNOUTS. 30.VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 31.REFER TO THE MECHANICAL DRAWINGS FOR EXACT EQUIPMENT RATINGS AND ELECTRICAL REQUIREMENTS. COORDINATE WITH THE INSTALLER OF THE HVAC SYSTEMS AND PROVIDE ALL CONDUIT, WIRING, TIME CLOCKS, STARTERS, CONTROL DEVICES, RELAYS, DISCONNECT SWITCHES, FIRE SMOKE DAMPERS, ETC. FOR THE PROPER OPERATION OF THE MECHANICAL SYSTEMS. REFER TO THE MECHANICAL DRAWINGS AND ADDENDUMS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 32.NO PIPING, DUCTS OR EQUIPMENTS FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. PROVIDE A NOTE ON THE PLANS. (110.26(F)) 33.FIELD VERIFY SERVICE WATER PROOF & GFI RECEPTACLES IS PROVIDED WITHIN 25' OF ROOFTOP MECHANICAL EQUIPMENTS. (210.63) ELECTRICAL SHEET INDEX NO.SHEET DESCRIPTION 1 E-0.1 ELECTRICAL COVER SHEET 2 E-0.2 SINGLE LINE DIAGRAM & PANEL SCHEDULES 3 E-1.1 LIGHTING PLAN 4 E-1.2 POWER PLAN SINGLE POLE SWITCH AT 48" U.O.N. DIMMER SWITCH/DIMMING WALL CONTROL STATION AT +48" U.O.N. THREE-WAY SWITCH AT +48" U.O.N. THREE-WAY DIMMER SWITCH AT +48" U.O.N. MANUAL MOTOR STARTER CEILING MOUNTED OCCUPANCY SENSOR MANUFACTURER TO BE DETERMINED CEILING MOUNTED VACANCY SENSOR MANUFACTURER TO BE DETERMINED OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL SWITCHING AT +48" U.O.N./MANUFACTURER TO BE DETERMINED VACANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL SWITCHING AT +48" U.O.N./MANUFACTURER TO BE DETERMINED OCCUPANCY SENSOR SINGLE POLE SWITCH WITH DIMMER CONTROL FEATURE AT +48" U.O.N./MANUFACTURER TO BE DETERMINED CEILING MOUNTED DAYLIGHT SENSOR MANUFACTURER TO BE DETERMINED S S3 MS D D 3 OS VS OS/D OS VS DL ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 November 23, 2024 Design by TRINH HA, M. Arch. E-0.1 ELECTRICAL COVER SHEET Design by TRINH HA, M. Arch.TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG T HANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER 5127 W Edinger Ave #G5/8/2025 PANEL SCHEDULES DISCONNECT SWITCHVOLTSDESCRIPTIONITEMMCAMOCP MOTOR EQUIPMENT RATING EXHAUST FAN ---R EF WATER HEATER 208 ---1 WH FLA -- 15000 M - WATTS SINGLE LINE DIAGRAM M 100A 3P EXISTING BUILDING SERVICE (E) PANEL "A" MECHANICAL & PLUMBING EQUIPMENT SCHEDULES BUS RATING = 125A -- EXISTING EXHAUST FAN (NOT PART OF DESIGN) ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 March 24, 2025 Design by TRINH HA, M. Arch. E-0.2 SINGLE LINE DIAGRAM, LOAD CALCULATION & PANEL SCHEDULES Design by TRINH HA, M. Arch. Design by TRINH HA, M. Arch.TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG T HANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER 5127 W Edinger Ave #G5/8/2025 WH WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM LIGHTING FIXTURE SCHEDULE SYMBOL ID DESCRIPTION LOCATION LAMP TYPE WATTAGE MANUFACTURER // MODEL MOUNTING HEIGHT NOTES F1 RECESSED DOWNLIGHT CEILING LED TBD TO MATCH WITH EXISTING LIGHT V.I.F. F2 BUG EYES WALL LED 5 LOTHONIA / 2-LIGHT LED EMERGENCY V.I.F. 90-MIN EMERGENCY BATTERY BACKUP NOTES: 1. CONFIRM LIGHT FIXTURES WITH OWNER/ARCHITECT PRIOR TO BID. 2. COORDINATE ALL LOCATIONS WITH ARCHITECT. 3. FOR CEILING AREAS WITH INSULATION WHERE RECESSED LIGHT CANS ARE SHOWN, PROVIDE AT-RATED FIXTURES ONLY AND INSULATION CONTACT WITH IC-RATING. 4. PERMANETLY INSTALLED LUMINAIRES IN RESIDENTIAL KITCHENS, BATHROOM, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES. (130(b), 150(k)) 5. ALL OTHER RESIDENTIAL LUMINAIRES SHALL BE HIGH EFFICACY TYPE UNLESS CONTROLLED BY CERTIFIED DIMMERS OR OCCUPANCY SENSORS. (150(k)4) 6. OUTDOOR LUMINAIRES SHALL BE HIGH EFFICACY TYPE UNLESS CONTROLLED BY CERTIFIED OCCUPANCY SENSORS WITH INTEGRAL PHOTOCONTROL. (150(k)) GENERAL NOTES EXISTING LIGHTING PLAN 1/4" = 1'-0 1.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL MOUNTED DEVICE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 2.VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. 3.ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 4.ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. 5.ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. 6.REFER TO ARCHITECTURAL PLANS FOR EXIT SIGN AND NUMBER OF FACTS PER EXIT SIGN. 7.WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: - ALL BRANCH CIRCUITS SHALL BE IN EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. 8.CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWING. 9.COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. 10.EMERGENCY/EGRESS FIXTURES SHALL BE CONNECTED TO LOCAL CIRCUIT SERVING RESPECTIVE AREA AND AHEAD OF ALL CONTROLS. 11.ALL LIGHT FIXTURES ARE SHOWN WITH "EM" SHOULD BE EQUIPPED WITH UL924 LISTED 90 MINUTES EMERGENCY BATTERY BACKUP. PROVIDE ADDITIONAL UN-SWITCHED HOT CONDUCTOR TO BATTERY BACKUP. WHEN NORMAL SWITCH IS LOST, "EM" FIXTURE SHALL TURN "ON" FOR A MINIMUM OF 90 MINUTES. 12.EXIT SIGN ARE UN-SWITCHED. PROVIDE INTEGRATED BATTERY BACKUP WITH TEST SWITCH FOR ALL EXIT SIGNS KEYED NOTES EXIT SIGN ARE UN-SWITCHED. PROVIDE INTEGRATED BATTERY BACKUP WITH TEST SWITCH FOR ALL EXIT SIGNS. KEEP THE EXISTING SIGNAGE AND THE CIRCUIT. INSTALL ALL NEW LIGHTING SWITCHES AND SENSORS, AND REVISE THE WIRING FOR THE CONTROLS. 1 2 EXIT 1 NEW LIGHTING PLAN 1/4" = 1'-0 ·ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THE OWNER/ARCHITECT ARE SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED ·MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DO NOT REUSE MATERIALS AND EQUIPMENT UNLESS SPECIFICALLY ·INDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNER/ARCHITECT TO BE SCRAP. ·DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT, DISCONNECT SWITCHES, RECEPTACLES, MOUNTING HARDWARE AND ASSOCIATED RACEWAYS, CONDUCTORS AND OUTLET BOXES. ·WHERE OUTLET BOXES ARE FLUSH AND CONDUITS ARE CONCEALED IN EXISTING REMAINING WALLS, REMOVE WIRING AND ABANDON CONDUIT IN PLACE. ·COVER UNUSED AND/OR ABANDONED OUTLETS WITH BLANK COVER PLATES. ·DISCONNECT ABANDONED CIRCUITS AT EXISTING PANELBOARDS AND REMOVE WIRE TO LAST REMAINING DEVICE, LABEL ALL ABANDONED CIRCUIT BREAKERS "SPARE". ·PROVIDE NEW TYPEWRITTEN DIRECTORIES FOR RE-USED PANELBOARDS THAT ARE ALTERED AS PART OF THE DEMOLITION ·ELECTRICAL CONTRACTOR TO VISIT FIELD AND REMOVE EXISTING WIRES AND/OR RECEPTACLES THAT ARE NOT USED. ·EXISTING RECEPTACLES SHOULD BE RELOCATED TO THE NEW LOCATION AS PER NEW PLANS. ·ELECTRICAL CONTRACTOR TO VISIT FIELD AND VERIFY IF EXISTING CONDUITS CAN BE USED. DEMOLITION NOTES : 1.THE EXISTING RECEPTACLE SHOULD BE RELOCATED TO THE NEW LOCATION AS PER THE NEW PLANS. 2.REMOVE THE EXISTING WIRES. 3.THE EXISTING CONDUITS CAN BE USED. GENERAL DEMOLISH NOTES (E)EXISTING (ER)EXISTING TO BE REMOVED (N)NEW LEGEND : (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E)(E) (E) (E)(E) (E) (E) (E) (E)(E) (E)(E) (N) F1 (N) F2 (N) F2 (N) F2 (N) F2 (N) F2 (N) F2 (N) F2 (N) F2(N) F2 a 3a A-3 OS OS OS OS OSS ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 November 23, 2024 Design by TRINH HA, M. Arch. E-1.1 LIGHTING PLAN Design by TRINH HA, M. Arch.TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG T HANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER 5127 W Edinger Ave #G5/8/2025 GENERAL NOTES EXISTING POWER PLAN 1/4" = 1'-0 1.COORDINATE LOCATION AND MOUNTING HEIGHT OF DEVICES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. 2.COORDINATE ALL EQUIPMENT REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH IN. 3.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. 4.THE CIRCUITING OF EXISTING LOAD SHOULD BE VERIFIED IN THE FIELD. 5.ALL BRANCH CIRCUITS OVER 50' SHALL USE #10 CONDUCTORS. 6.LABEL ALL OUTLETS WITH PANEL NAME AND CIRCUIT NUMBER USING CLEAR LABEL WITH BLACK PRINTED LETTERS. 7.OUTLETS IN LOUNGE AREA SHALL BE TAMPER RESISTANT (E)EXISTING (ER)EXISTING TO BE REMOVED (N)NEW LEGEND : KEYED NOTES PROVIDE 15A/1P MOTOR RATED SWITCH FOR CONNECT TO THE EXHAUST FAN. REFER TO MECHANICAL PLAN FOR DETAIL. EXISTING MOTOR RATED SWITCH CONNECTING TO THE EXHAUST FAN. REFER TO MECHANICAL PLAN FOR DETAIL 1 2 WH WAITING BARBER AREA HALLWAY VIP 1 VIP 2 BREAK ROOM STORAGE (E) RESTROOM EF R EF 1 WH NEW POWER PLAN 1/4" = 1'-0 (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (ER) (E) (N) (N) (N)(N) (N) (N) (N) (ER) (E) (ER) (N) (N)(N) (N)(N) (N)(N) (N) (N)(N) (E) (E) 26 26 26 26 26 A-26 28 28 30 3030 A-30 27 27 2727 A-27 29 29 29 A-29 A-20,22,24 MS A-1 A (E) 100A, 120/208V, 3Ø, 4W PANEL VERIFY IN FIELD (E) A-28 (E) (E) A-18 FOR AIR COMPRESSOR (N) A-19 ©2024Sheet No. Revisions 1 24303Project No. Date Hu n t i n g t o n E x e c u t i v e P a r k P h o n e : ( 7 1 4 ) 9 2 8 - 2 0 0 6 16 1 6 8 B e a c h B l v d , S t e # 2 0 1 C W e b s i t e : H o m e T o p H o m e . c o m Hu n t i n g t o n B e a c h , C A 9 2 6 4 7 E m a i l : i n f o @ H o m e T o p H o m e . c o m Pr o j e c t f o r : BA R B E R S H O P 51 2 7 W E D I N G E R A V E N U E , S U I T E G SA N T A A N A , C A 9 2 7 0 4 March 24, 2025 Design by TRINH HA, M. Arch. E-1.2 POWER PLAN Design by TRINH HA, M. Arch. Design by TRINH HA, M. Arch.TUNG VO, M.S., P.E. C 69546 Exp: 06/30/26 TUNG T HANH VO C I V I LSTATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER 5127 W Edinger Ave #G5/8/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 5127 W Edinger Ave #G5/8/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 5127 W Edinger Ave #G5/8/2025