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3601 W MacArthur Blvd Unit# 909 - Plan
E.P.E.P.E.P.E.P. E.P. FX FX +44" +44" +57" +44" +50" E E E E E E E E E E E E E E E E E E GFI +42" A-3 PLAN LEGEND KEYNOTES 1 PO W E R / D A T A P L A N "E" 2 TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 POWER/DATA PLAN SCALE: 1/8" = 1'-0" N OPEN 100 OFFICE OPEN 105 OFFICE OPEN 106 OFFICE OPEN 102 OFFICE BREAK 103 ROOM ALL 104 GENDER ALL 108 GENDER 107 OFFICE 109 OFFICE 110 VESTIBULE 2 111 WAREHOUSE 1 2 TYP. 2 TYP. 2 TYP. 2 TYP. ALL 101 GENDER 112 VESTIBULE 1 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 3601 W MACARTHUR BLVD 909-911 4 COMBINE THREE SUITES INTO ONE BY REMOVING NON-BEARING NON-RATED DEMISING WALLS; REPLACE ONE NON-COMPLIANT RESTROOMS WITH ONE ACCESSIBLE ALL-GENDER RESTROOM 4 4 4 4 4 4 4 4 4 ALLISON PAGE 949 679.6456 X204 03 08 2024 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: _________________________________ OCFA Authorization Updated: 06/02/2020 rs SHEET INDEX AGENCY HAVING JURISDICTION: CODES: TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES: OCCUPANCY TYPES: PROJECT SCOPE: GENERAL NOTES SYMBOLS LEGEND PROJECT INFORMATION VICINITY MAP A-0.1 AREA OF CONSTRUCTION: OCFA FIRE NOTES TOTAL SUITE : PROJECT TEAM ABBREVIATIONS MEP ENGINEER OWNER CO V E R S H E E T TENANT IMPROVEMENT 3601 W MACARTHUR BLVD, SUITES 909-911 SANTA ANA, CA 92704 ZONE: # # # NAME ROOM INSPECTIONS TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 TENANT A SEPARATE PERMIT IS REQUIRED FOR THE FOLLOWING ITEMS: 1.STORAGE RACKS NOTE: NO TENANT SHALL OCCUPY THE SPACE WITHOUT AN APPROVED CERTIFICATE OF OCCUPANCY. APPLICANT/ARCHITECT OF RECORD SUITE 909 EXISTING AREA: SUITE 910 EXISTING AREA: SUITE 911 EXISTING AREA: SUITE 909 NEW COMBINED AREA: AREA OF CONSTRUCTION: # # # # RACKING VENDOR 3 N: \ P r o j e c t f i l e s \ P r o j e c t s 9 9 - 0 0 - 0 1 - 0 2 \ 2 3 6 . 0 0 H a r b o r B u s i n e s s C e n t e r \ 2 3 6 . 1 5 3 6 0 1 M a c A r t h u r S t e 9 0 9 - 9 1 1 \ 2 3 6 . 1 5 C D s - A r c h \ 2 3 6 . 1 5 1 - A - 0 . 1 - D e l t a 3 . d w g , 2 0 2 5 - 0 5 - 2 3 1 6 : 1 4 : 3 6 , A l l i s o n P a g e 202527 3 GN-1 GENERAL REQUIREMENTS GE N E R A L N O T E S CONSTRUCTION NOTES DEMOLITION NOTESPOWER & DATA NOTESFINISH NOTES MILLWORK NOTES REFLECTED CEILING NOTES TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 2025 NO PA R K I N G NO PARKING A-0.2.1 PLAN LEGEND KEYNOTES EXISTING ENLARGED SITE PLAN SCALE: 3/32" = 1'-0" N 2 3 4 1 EX I S T I N G E N L A R G E D S I T E P L A N TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 EXISTING 1-STORY BUILDING WAREHOUSE/OFFICE/RETAIL SUITES 3601 W. MACARTHUR BLVD SUITE 911SUITE 910SUITE 909 SUITE 908SUITE 907 SUITE 901SUITE 902 SUITE 903 SUITE 904 SUITE 905 SUITE 906 AREA OF WORK 1 1 3 3 4 5 5 9'-0"±12'-2" 18 ' - 0 " 6 7 8 9 7 6 8 PARKING TABLE 10 10 1 7' - 0 " 2 5'-0" 11 3 9 9 9 6'-0" 3 12 13 14 3 MATCH LINE MATCH LINE 5'-0" 3' - 0 " 3' - 0 " 5'-0" 14 14 2 13 12 11 11 15 15 ±9 1 ' - 4 " ±15'-1" 5'-0" 31 ' - 1 " R15'-8" R36'-0" 8' - 8 " 15 ' - 9 " 35 ' - 8 " ±7'-6" ±7'-6" 9'-4" 16 W. MACARTHUR BLVD 16 17 17 4' - 0 " 3 3 N: \ P r o j e c t f i l e s \ P r o j e c t s 9 9 - 0 0 - 0 1 - 0 2 \ 2 3 6 . 0 0 H a r b o r B u s i n e s s C e n t e r \ 2 3 6 . 1 5 3 6 0 1 M a c A r t h u r S t e 9 0 9 - 9 1 1 \ 2 3 6 . 1 5 C D s - A r c h \ 2 3 6 . 1 5 6 - A - 0 . 2 . 1 - D e l t a 3 . d w g , 2 0 2 5 - 0 5 - 2 3 1 6 : 1 6 : 5 3 , A l l i s o n P a g e 202527 NO PA R K I N G NO PA R K I N G NO PA R K I N G PA R K I N G NO N O PA R K I N G NO PARKING A-0.2 PLAN LEGEND KEYNOTES EXISTING OVERALL SITE PLAN SCALE: 1" = 1/600 N 2 1 EX I S T I N G O V E R A L L S I T E P L A N TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 1 A-0.2.1 PARKING TABLE 3501 W MOORE AVE 3500 W MOORE AVE 3613 W MACARTHUR BLVD3617 W MACARTHUR BLVD3633 W MACARTHUR BLVD 3601 W MACARTHUR BLVD3621 W MACARTHUR BLVD 3629 W MACARTHUR BLVD 3625 W MACARTHUR BLVD 3609 W MACARTHUR BLVD 3605 W MACARTHUR BLVD 3 N: \ P r o j e c t f i l e s \ P r o j e c t s 9 9 - 0 0 - 0 1 - 0 2 \ 2 3 6 . 0 0 H a r b o r B u s i n e s s C e n t e r \ 2 3 6 . 1 5 3 6 0 1 M a c A r t h u r S t e 9 0 9 - 9 1 1 \ 2 3 6 . 1 5 C D s - A r c h \ 2 3 6 . 1 5 5 - A - 0 . 2 - D e l t a 3 . d w g , 2 0 2 5 - 0 5 - 2 3 1 6 : 1 6 : 0 8 , A l l i s o n P a g e 202527 3 E.P.E.P.E.P.E.P. E.P. FX FX E E A-0.3 PLAN LEGEND KEYNOTES FX 1 2 EG R E S S P L A N OCCUPANT LOAD CALCULATION ROOM / FUNCTION SQ. FT.OCC. LOAD FACTOR OCCUPANT LOAD OCCUPANCY CALCULATION BASED ON CBC 2022 TABLE 1004.5 3 ROOM NO.OCC. GROUP * * TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 EGRESS PLAN SCALE: 1/8" = 1'-0" N 98'- 9 " / 2 = 4 9 ' - 5 " PER C B C 1 0 0 7 . 1 . 1 50' - 8 " > 4 9 ' - 5 " EXIT DISCHARGE EXIT DISCHARGE 32'-0" LF TRAVEL DISTANCE COMMON PATH OF EGRESS 48'-11" LF 58 ' - 2 " L F TR A V E L D I S T A N C E 100 PRODUCTION 1 (E) ENTRY/ 105 RECEPTION 106 (E) OFFICE 102 PRODUCTION 2 BREAK 103 ROOM ALL 101 GENDER (E) ALL 104 GENDER (E) ALL 108 GENDER 107 HUDDLE SHIPPING/ 109 RECEIVING 110 VESTIBULE 2 111 WAREHOUSE 3 2 2 1 1 112 VESTIBULE 1 2025 E.P.E.P.E.P.E.P. E.P. A-1 PLAN LEGEND KEYNOTES DEMOLITION PLAN SCALE: 1/8" = 1'-0" N DE M O L I T I O N P L A N 1 2 4 5 6 7 9 10 11 TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 3 2 333 1 1 1 4 5 6 6 7'-11" 7 999 1010 11 2 4 2 4 8 2 424 12 8 12 6 3' - 0 " 6 4' - 0 " 13 13 ±3 9 ' - 0 " 13 ' - 2 " ±4 6 ' - 8 " 2025 E.P.E.P.E.P.E.P. E.P. FX FX A-2 # PLAN LEGEND KEYNOTES FX 1 2 CO N S T R U C T I O N P L A N 3 4 5 PARTITION SCHEDULE CONSTRUCTIONTYPE DETAIL X 6 TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" N 100 PRODUCTION 1 (E) ENTRY/ 105 RECEPTION 106 (E) OFFICE 102 PRODUCTION 2 BREAK 103 ROOM ALL 101 GENDER (E) ALL 104 GENDER (E) ALL 108 GENDER 107 HUDDLE SHIPPING/ 109 RECEIVING 110 VESTIBULE 2 111 WAREHOUSE D1 B1 B1 B1 B1 A1 A1A1 A1 1 2 22 3 7 7 4 5 6 1 4 100 103 109 110B 110A 107 112 105 111 ±4'-7"±3'-0" ±1 5 ' - 4 " ±8'-11"±10'-7" ±7 ' - 0 " ±4 ' - 0 " ±1 0 ' - 9 " ±9'-5" ±1 0 ' - 6 " ±1 4 ' - 7 " ±7 ' - 6 " ±16'-1" ±11'-11" ±1 1 ' - 0 " ±4 ' - 8 " ±8 ' - 0 " ±7'-0" 1 A-6 C1 8 8 112 VESTIBULE 1 ±3 ' - 0 " 9 9 TYP. 9 TYP. 1 101 G-1 10 10 11 10 1 1 1 11 1 11 1 11 1 1 2025 E.P.E.P.E.P.E.P. E.P. EE E EEE E E E EEE E E A-4 PLAN LEGEND KEYNOTES 1 RE F L E C T E D C E I L I N G P L A N 2 3 4 CHX'-X" TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" N BREAK 103 ROOM (E) ALL 101 GENDER (E) ALL 108 GENDER 107 HUDDLE SHIPPING/ 109 RECIEVING 110 VESTIBULE 2 111 WAREHOUSE (E) ALL 104 GENDER 1 A-6 4 1 22 2 5 5 TYP. CH10'-0" CH7'-10" CH7'-10" CH7'-10"CH7'-10" CH7'-10" CH7'-10" CH7'-10" CH13'-8" CH7'-10" 3 112 VESTIBULE 1 100 PRODUCTION 1 (E) ENTRY/ 105 RECEPTION 106 (E) OFFICE 102 PRODUCTION 2 2025 ENLARGED RESTROOM DIMENSIONPLAN ENLARGED RESTROOM FINISH PLAN ENLARGED RESTROOM FIXTURE PLANENLARGED RESTROOM CEILING PLAN A-641 EN L A R G E D R E S T R O O M P L A N S A N D EL E V A T I O N S RESTROOM FIXTURE & ACCESSORY SCHEDULE 7 ACCESSORY MANUF.MODEL #SIZE MOUNTING COMMENTS PLAN KEYNOTES X 2 NOTE: REFER TO SHEET AD-2 FOR ACCESSIBILITY DETAILS 3 LEGEND: WALL TYPE: SEE CONSTRUCTION PLAN, A-1 EXISTING WALL: SEE CONSTRUCTION PLAN, A-1 ±7'-0" 101 ALL GENDER ±8 ' - 0 " 1' - 6 " 4'-0" CLR. 30"x48" CLR. SPACE 5' - 0 " 1 2 3 4 5 6 7 8 9 4 1 9 5 6 2 3 7 8 EQEQ ±2 ' - 6 " TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 FLOOR COVERING SPECIFICATIONS: PAINT & WALLCOVERING SPECIFICATIONS: SV 1 P 1 FRP 1 SV 1 P 1 FRP 1 1' - 6 " EQ EQ 1' - 6 " 10 10 2025 A-7 DOOR/WINDOW TYPES DOOR NOTES HARDWARE GROUPS DOOR SCHEDULE SC HC NR WD ALUM. MTL DO O R N U M B E R DO O R T Y P E DO O R W I D T H DO O R C O R E DO O R F I N I S H DO O R H E I G H T FR A M E M A T E R I A L FR A M E F I N I S H FI R E R A T I N G DO O R T H I C K N E S S HA R D W A R E G R O U P HM ABBREVIATIONS SV PTD. ANOD DO O R & H A R D W A R E S C H E D U L E PLAM VNR STL REMARKS DOOR / FRAME SPECIFICATIONS OFFICE INTERIOR DOORS: DOORS CONNECTING OFFICE TO WAREHOUSE: TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 HARDWARE GROUPS GROUP 01 - LATCHSET GROUP 02 - LOCKSET - SINGLE DOORA 10 D-2 34 " - 4 4 " G-1 42 " 3' - 0 " - PAIR DOORB 34 " - 4 4 " 11 D-2 12 D-2 11 D-2 12 D-2 14 D-2 13 D-2 4'-0" SAFETY GLAZING NOTES GROUP 03 - DOUBLE DOOR HARDWARE 2025 REFLECTIVE WHITE INTERIOR SIGNAGE SIZES VARY (3"-6") NOTE: INTERNATIONAL SYMBOL OF ACCESS TO BE PAINTED TRAFFIC WHITE ON BLUE (COLOR NO. 15090 IN FEDERAL STANDARD 595C) BACKGROUND (11B-703.7.2.1) BLUE COLOR NO. 15090 IN FEDERAL STANDARD 595C 2'-8" AT PARKING2"2" IN T E R I O R S I G N A G E S I Z E S V A R Y ( 3 " - 6 " ) 2' - 8 " A T P A R K I N G 2" 2" INTERNATIONAL SYMBOL OF ACCESSIBILITY INTERNATIONAL ACCESSIBILITY SYMBOL TO BE PLACED AT ALL ACCESSIBLE ENTRANCES PER CBC SEC. 11B-206.4/11B-216.6. SIGN SHALL COMPLY WITH CBC SEC. 11B-703.7 9" MIN. 18 " M I N . 2" Ø GALVANIZED PIPE SET IN CONCRETE 18" BELOW GRADE WHERE OCCURS. "VAN" SIGN AS INDICATED ON SITE PLAN ONLY INTERNATIONAL SYMBOL OF ACCESS TO BE PAINTED WHITE ON ROYAL BLUE BACKGROUND MIN. 70 SQ. INCHES 1/2" RADIUS TYPICAL REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL TOW AWAY WARNING SIGNAGE 17" MIN. (24" RECOMMENDED) 22 " M I N . ( 2 4 " R E C O M M E N D E D ) REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL. (2) 3/8" DIAMETER BOLTS THRU STEEL PIPE. SIGN TO DISPLAY ID SYMBOL. 2" SQ. ANODIZED ALUMINUM PIPE. COLOR AND FINISH TO MATCH PARKING LOT LIGHTING FIXTURE POLES PARKING ONLY ACCESSIBLE PARKING SIGNAGE 60 " A . F . F . M I N . M E A S U R E D T O B O T T O M O F S I G N 80 " A . F . F . I N A C C E S S I B L E R O U T E LETTERING ON SIGN MUST BE MINIMUM OF 1" HIGH APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN HEIGHT)(11B-502.8.2) NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. SIGN SHALL BE LOCATED SO AS NOT TO BE BLOCKED BY VEHICLE PARKED IN SPACE. NOTE: SIGN MUST BE POSTED AT EACH ENTRY TO OFF-STREET PARKING FACILITIES 60 " A . F . F . M I N . M E A S U R E D T O B O T T O M O F S I G N 80 " A . F . F . I N A C C E S S I B L E R O U T E ACCESSIBLE PARKING STALL STANDARDS WHEEL STOP- SEE 2% MAX. SLOPE 6 - NO PARKING 18 ' - 0 " M I N . 9'-0" MIN. 9'-0" MIN. 5'-0" MIN. 2% MAX. SLOPE 36" O.C. 2% M A X . SL O P E 2% M A X . SL O P E 24 " THIS DETAIL IS FOR REFERENCE ONLY. SEE SITE PLAN ENLARGED DETAIL FOR ACTUAL ACCESSIBLE PARKING LAYOUT AND DIMENSIONS. ACCESSIBLE PARKING SIGNAGE (11B-502.6), SEE SYMBOL OF ACCESSIBILITY (11B-703.7.2.1). SEE 9 - 12 - 8'-0" VAN 4" WIDE, BLUE STRIPES @ 36" O.C. "NO PARKING" WHITE LETTERING, 12" IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY (11B-502.3.3) 6" 2'-0" 6" PRECAST CONCRETE WHEEL STOP 6" HIGH x 6" WIDE x 48" LONG PRECAST CONCRETE WHEELSTOP NOTE LINE OF BUILDING OR WALL. SEE SITE PLAN. 2 - 3/4" Ø x 24" LONG G.I. PIPE STAKES. APPLY BOND BREAKER TO JOINT PRIOR TO SECOND POUR TO PREVENT BONDING TO CONCRETE RECOMMEND SILICONE SEALANT AT RADIUS EDGE AT JOINTS - SLAB CENTERLINE, PERPENDICULAR DOWELS SHALL BE INSTALLED AT 12" O.C. w/ SAW-CUT ENDS. Ø3/4" X 16" LONG SMOOTH ROD @ TO JOINT AND LEVEL. WRAP OR COAT ONE END OF DOWEL ALL JOINTS EXTERIOR PAVING CONSRUCTION JOINTNEW TO EXISTING FLUSH TRANSITION TRUNCATED DOMES FIGURE 11B-705.1 SIZE AND SPACING OF TRUCATED DOMES PLAN ENLARGED ELEVATION RECESS CONCRETE PER MANUFACTURER'S RECOMMENDATIONS PE R P L A N 0.65 MIN. 16.5 2.3 - 2.4 58 - 61 2.3 - 2.4 58 - 61 0.2 5.1 MM BASE DIAMETER 0.9 - 0.92 22.9 MM - 23.4 MM TOP DIAMETER 0.45 - 0.47 11.4 MM - 11.9 MM 11B - 705.1 DETECTABLE WARNINGS 11B - 705.1.1 GENERAL DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH SECTION 11B-705. 11B - 705.1.1.1 DOME SIZE TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM) MAXIMUM, A TOP DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH (11.9 MM) MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 MM). 11B - 705.1.1.2 DOME SPACING TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER - TO - CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4 INCHES (61 MM) MAXIMUM, AND A BASE - TO - BASE SPACING OF 0.65 INCH (16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. EXCEPTIONS: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A CENTER - TO - CENTER SPACING OF 1.6 INCHES (41 MM) MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM. 11B-705.1.1.3.1 DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A. EXCEPTIONS: 1. REPLACEMENT OF LESS THAN 20 PERCENT OF EXISTING DETECTABLE WARNINGS AT A SINGLE CONTINUOUS LOCATION SHALL BE PERMITTED TO BE IN-KIND AT EXISTING CURB RAMPS, ISLAND OR CUT-THROUGH MEDIANS WITH DETECTABLE WARNINGS IN COMPLIANCE WITH THE CODE REQUIREMENTS IN EFFECT AT TEH TIME OF INSTALLATION. 2. EXISTING INSTALLED DETECTABLE WARNINGS AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS MAY COMPLY WITH SEC. 11B-705.1.1.2.3 IN LIEU OF SECTION 11B-705.1.1.3.1. 11B-705.1.1.3.2 DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MIN. VISUAL CONTRAST CONTRAST IN PERCENT SHALL BE DETERMINED BY: CONTRAST PERCENT = [(B1-B2)/B1] X 100 WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. EXCEPTIONS: WHERE THE DETECTABLE WARNING SURFACE DOES NOT PROVIDE 70 PERCENTAGE MIN. CONTRAST WITH ADJACENT WALKING SURFACES, A 1 INCH WIDE MIN. VISUALLY CONTRASTING SURFACE SHALL SEPARATE THE DETECTABLE WARNING FROM ADJACENT WALKING SURFACES. THE VISUALLY CONTRASTING SURFACE SHALL CONTRAST WITH BOTH THE DETECTABLE WARNING AND ADJACENT WALKING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. 48" M I N . 36" PARALLEL CURB RAMP - TYP. 1:12 M A X . 2" M A X . GUTTER 11B-247.1.2.2 DETECTABLE WARNING ALIGN WITH FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. 11B-705.1.2.2, EXCEPTION 1. WARNING CURBS SHALL BE PROVIDED WHERE THE CHANGE IN ELEVATION EXCEED 4". WARNING CURBS ARE NOT REQUIRED ADJACENT TO STREETS OR DRIVEWAYS. 11B-406.5.7 2. THE CROSS SLOPE OF RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2%) STR E E T O R D R I V E W A Y 11B-406.5.2 11B-406.3.1 CURB OR WARNING CURB WHERE REQUIRED. 11B-303.5 11B-406.3 1:1 2 M A X . 48" M I N . w/ TOOLED EDGE AND CONCRETE SLAB THICKEN SLAB EDGE 1 - #5 CONT. ADJACENT PAVING SLIP RESISTANT FINISH 6" CURB DETAIL C.I.P. CONCRETE CURB TOOL EXPOSED EDGES SEE CIVIL PLANS CONC WALK OR FIN. GRADE SEE SITE PLAN ADJACENT PAVING 6" 6" 4" EDGE OF CONCRETE PAVING 1/ 2 " 12" 12 " 6" TO MATCH EXISTING (TYP.) SLIP RESISTANT FINISH 1/2" TOOLED RADIUS EDGE CONCRETE WALKING SURFACE, SEE SITE PLAN FOR FINISH 1/ 2 " M A X . 4" MI N LANDSCAPE WHERE OCCURS NOTE: REFER TO GEOTECHNICAL REPORT PREPARED BY KLING CONSULTING GROUP 9.17.2024 FOR CONCRETE PAVING SPECIFICATIONS. EDGE OF WALKWAY 8" 8" MIN AD-1 SI T E A C C E S S I B I L I T Y D E T A I L S TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 3 1 1 3 3 N: \ P r o j e c t f i l e s \ P r o j e c t s 9 9 - 0 0 - 0 1 - 0 2 \ 2 3 6 . 0 0 H a r b o r B u s i n e s s C e n t e r \ 2 3 6 . 1 5 3 6 0 1 M a c A r t h u r S t e 9 0 9 - 9 1 1 \ 2 3 6 . 1 5 C D s - A r c h \ 2 3 6 . 1 5 4 - A D - 1 - D e l t a 3 . d w g , 2 0 2 5 - 0 5 - 2 3 1 6 : 1 5 : 5 6 , A l l i s o n P a g e 202527 3 6 1 1/2" clear RECESSED OBJECTS 6 1 2 NOTE: 1 1/4" - 2" 5 1 1/2" clear PROJECTING OBJECTS 4 5 6 412 1 5 3 1 1/4" - 2" 3 GRAB BAR CROSS - SECTION (DIAMETER OR WIDTH ) SHALL BE 1 1/4" TO 2" OR ITS SHAPE PROVIDES EQUIVALENT A GRIPPING SURFACE 2 PROVIDE BACKING AS REQUIRED 1 1/2" MINIMUM CLEAR UNOBSTRUCTED AREA BELOW OF HANDRAIL. 12" MINIMUM CLEAR UNOBSTRUCTED AREA ABOVE TOP OF HANDRAIL OBSTRUCTED OBJECTS - WHERE OCCURS RECESSED OBJECTS - WHERE OCCURS MAXIMUM PROJECTION INTO CLEAR SPACE SHALL BE 3" GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS EDGES SHALL HAVE A MIN. RADIUS OF 1/8" NOTE: SINK MUST HAVE LEVER TYPE FAUCET. C SIDE OPENING DOOR- SWINGING OUT ACCESSIBLE WATER CLOSET COMPARTMENT B ACCESSIBLE WATER CLOSET FRONT ELEVATION SIDE ELEVATION GRAB BAR ACCESSIBLE MOUNTING HEIGHTS - TYPICAL CL 19 " M I N . TO O U T L E T 7" - 9" 17 " - 1 9 " 33 " - 3 6 " 42" MIN.12" MAX. 54" MIN. TRANSFER SIDE 17" - 18" CL 6" MAX.12" MIN. 24" MIN. 56" MIN. AT WALL MOUNTED WATER CLOSET 59" MIN. AT FLOOR MOUNTED WATER CLOSET CLEARANCE 60 " M I N . FIRE EXTINGUISHER CABINET 36 " HA N D L E TYPICAL "J"-BOX OUTLET 15 " BO T T O M O F PL A T E TYPICAL "J"-BOX OUTLET AT DESK 21 " FIRE ALARM PULL AND STROBE 48 " SHELF 40 " 40 " M A X . TO R E F L E C T I V E SU R F A C E 40 " M A X . OP E N P O S I T I O N WALL MIRRORFLIP DOWN SURFACE MOUNTED BABY CHANGING TABLE 40 " MA X . SEAT COVER DISPENSER BIO / SRP / GLOVE DISPENSER SOAP DISPENSER FEMININE NAPKIN DISPENSER TOWEL DISPENSER WASTE RECEPTACLE CL KNEE CLEARANCE - CBC FIGURE 11B-306.3 (c) FINISH FLOOR REQUIRED CLEAR AREA ADJOINING OR OVERLAPPING ACCESSIBLE ROUTE. DOORS SHALL NOT SWING OVER CLEAR SPACE. PLAN INSULATE HOT WATER SUPPLY AND DRAIN LINES. A CLEARANCE DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE WHEN DOOR SWINGS IN DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE SIZE OF CLEARANCE AT WATER CLOSET 56" MIN. AT WALL MOUNTED WATER CLOSET 59" MIN. AT FLOOR MOUNTED WATER CLOSET 36" MIN. 60 " M I N . 56" MIN. 48" MIN. CLEARANCE 60 " M I N . 9" MI N . 8" MIN. 11" MIN. 27 " M I N I M U M BO T T O M O F S I N K 29 " M I N I M U M BO T T O M O F C O U N T E R FR O N T L I P 34 " M A X I M U M TO P O F C O U N T E R 30" MIN. 17 " M I N . 25 " M A X . 18" MIN. 48 " M I N . HAND DRYER FIN. FLR. OPERABLE PART TOILET PAPER DISPENSER SEAT COVER DISPENSER OUTSIDE OF GRAB BAR FIN. FLR. 24" MIN. TOP OF GRIP SURFACE 60" MANEUVERING SPACE 60" MANEUVERING SPACE FIGURE 11B-604.3.1 FIGURE 11B-604.8.1.1.2 SIDE OPENING DOOR- SWINGING IN FIGURE 11B-604.8.1.1.2 SANITARY NAPKIN DISPOSAL 36" MIN. AMBULATORY ACCESSIBLE TOILET COMPARTMENT 44" MIN. 35 " - 3 7 " 60" MIN. FIGURE 11B-604.8.2 AMBULATORY COMPARTMENT 1 2 LETTERING 1 2 3 MEN / MALE WOMEN / FEMALE MEN WOMEN ALL GENDER TACTILE CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MINIMUM AND 2" MAXIMUM BASED ON HEIGHT OF UPPER CASE LETTER 'I'. BRAILLE SHALL BE CONTRACTED GRADE 2 AND SHALL COMPLY WITH CBC SECTIONS 11B-703.3 AND 11B-703.4 WALL SIGNAGE- ACCESSIBLE RESTROOM WHITE BORDER WHITE FIGURE PICTOGRAM CONTRASTING BACKGROUND BLUE IN COLOR AND SHALL APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C (11B-703-7.2.1) NOTE: LOCATED ON LATCH SIDE OF DOOR- REFER TO DETAIL 11 / - 1.COLOR AND CONTRAST OF DOOR SIGNAGE SHALL DISTINCTIVELY CONTRASTED WITH THE COLOR AND CONTRAST OF THE DOOR. 2.PICTOGRAM SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM. 3.'DOT' PATTERN FOR BRAILLE IS DIAGRAMMATIC AND IS GRAPHIC REPRESENTATION OF THE TACTILE WRITING SYSTEM FOR THE VISUALLY IMPAIRED. 58 " - 6 0 " TO C E N T E R O F S Y M B O L 12 " 6" M I N . NOTE: 1.CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR A NON - GLARE FINISH. CHARACTERS AND SYMBOLS SHALL BE IN CONTRAST WITH THEIR BACKGROUNDS 2.SIZE / DIMENSION OF ACCESSIBLE SIGNAGE SHALL BE BASED ON ROOM NAME INFORMATION. GENERAL CONTRACTOR SHALL VERIFY SIZE / DIMENSIONS OF ACCESSIBLE SIGNAGE PRIOR TO FABRICATION (U.N.O.). 3. 'DOT' PATTERN FOR BRAILLE IS DIAGRAMMATIC AND A GRAPHIC REPRESENTATION OF THE TACTILE WRITING SYSTEM FOR THE VISUALLY IMPAIRED. 58 " - 6 0 " TO C E N T E R O F S Y M B O L 58 " - 6 0 " TO C E N T E R O F S Y M B O L 12 " 12 " DOOR SIGNAGE- ACCESSIBLE RESTROOM SIGNAGE- ISA ACCESSIBLE SIGNAGE 1/4" THICK EQUILATERAL TRIANGLE 1/4" THICK CIRCLE 1/4" THICK CIRCLE WITH 1/4" THICK EQUILATERAL TRIANGLE SUPERIMPOSED WITHIN CIRCLE ALL-GENDER 6" M I N . 60 " M A X . A . F . F . 48 " M I N . A . F . F . 60 " M A X . A . F . F . 48 " M I N . A . F . F . 1 34 2 3 BASELINE OF THE LOWEST BRAILLE CELL. 4 BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. FIGURE 11B-703.4.2 TACTILE SIGN AT DOOR 18" MIN.CENTERED ON TACTILE CHARACTERS 18 " M I N . CL NOTE: 1.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED AT DOOR LATCH SIDE. 2.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE ACTIVE LEAF. 3. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. 4. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. 5. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THE CLEAR FLOOR SPACE OF 18" X 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 6. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. 7. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN DIRECTION OF EGRESS TRAVEL. EXCEPTION: IN ALTERATIONS WHERE THE SIGN INSTALLATION LOCATIONS IDENTIFIED ABOVE ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN INSTALLATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. 2. NOTE: 1. 4 2 3 2 3 DOOR SIGNAGE- REFER TO DETAIL 14 /- CENTER HORIZONTALLY ON DOOR. 1 DOOR & FRAME- REFER TO DOOR SCHEDULE. DOOR TO OPERATE WITH NO MORE THAT 5LBS. APPLIED PRESSURE. WALL SIGNAGE- REFER TO DETAIL 13 / - WALL SIGN MOUNTING LOCATION SHALL ALLOW A PERSON TO APPROACH WITHIN 3" OF WALL SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. GENERAL CONTRACTOR TO VERIFY EXISTING SIGNS CONFORM TO ACCESSIBLE REQUIREMENTS SIGNAGE- ACCESSIBLE RESTROOM 58 " - 6 0 " DOOR HARDWARE- REFER TO DOOR SCHEDULE 4 1 REFER TO ACCESSIBLE SIGNAGE DETAIL 5 6 5 BRAILLE SHALL BE SEPARATED 3/8" MINIMUM AND 1/2" MAXIMUM FROM ANY OTHER TACTILE CHARACTERS. 6 BRAILLE SHALL BE SEPARATED 3/8" MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 6" M I N . 1 6" M I N . 4 PICTOGRAM SHALL BE IN CONTRAST WITH THE BACKGROUND 4 2 3123 NOTE: LOCATED ON DOOR- REFER TO DETAIL 11 / - 1.COLOR AND CONTRAST OF DOOR SIGNAGE SHALL DISTINCTIVELY CONTRASTED WITH THE COLOR AND CONTRAST OF THE DOOR. C.L. C.L. C.L. 60 " M A X . A . F . F . 48 " M I N . A . F . F . WALL HUNG LAVATORY 17 " MA X . 13 1/2" MIN. 17 " MA X . FRONT ELEVATION SIDE ELEVATION ACCESSIBLE URINAL - WALL HUNG AD-21 25 7 8 1013 11 12 RE S T R O O M A C C E S S I B I L I T Y D E T A I L 3 14 15 9 TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 2025 TACTILE EXIT SIGNAGE PER C.B.C. SECTIONS 11B-703 AND 1023.9 # ROOF ACCESS STAIR I GROUND FLOOR ACCESS (BRAILLE) # 18" EQ.EQ.CL 12 " NO ROOF ACCESS STAIR I GROUND FLOOR ACCESS (BRAILLE) B A 1" 1/ 4 " 1" 1/ 4 " 5" 1/ 4 " 1" 1/ 4 " 1- 1 / 2 " 1/ 2 " MI N . C EXIT (BRAILLE) EXIT ROUTE A B D 6" EQ.EQ. CL (BRAILLE) 5"5" 6" EQ.EQ.CL 5/ 8 " M I N . 2" M A X . 3/ 8 " MI N . 48 " A . F . F . MI N . 60 " A . F . F . MA X . 48 " A . F . F . MI N . 60 " A . F . F . MA X . UP STAIRSSTAIRS DOWN 6" EQ.EQ. CL 5" 6" EQ.EQ. CL EXIT (BRAILLE) EXIT 5" 48 " A . F . F . MI N . 60 " A . F . F . MA X . 48 " A . F . F . MI N . 60 " A . F . F . MA X . (BRAILLE) 3/ 8 " M I N . 1/ 2 " M A X . 5/ 8 " M I N . 2" M A X . 3/ 8 " M I N . 1/ 2 " M A X . 3/ 8 " MI N . 5/ 8 " M I N . 2" M A X . 3/ 8 " MI N . 3/ 8 " M I N . 1/ 2 " M A X . 5/ 8 " M I N . 2" M A X . 3/ 8 " MI N . 3/ 8 " M I N . 1/ 2 " M A X . TACTILE EGRESS SIGNAGE 1 4" 1 4" 1 4" 1 4" 3/8" MIN. - 1/2" MAX. 60 " A . F . F . MA X . 48 " A . F . F . MI N . 18" EQ.EQ.CL 12 " 1" 1/ 4 " 1" 1/ 4 " 5" 1/ 4 " 1" 1/ 4 " 1- 1 / 2 " 1/ 2 " MI N . 3/8" MIN. - 1/2" MAX. 60 " A . F . F . MA X . 48 " A . F . F . MI N . TACTILE FLOOR SIGNAGE TACTILE EXIT SIGNAGE PER C.B.C. SECTIONS 11B-703.1, 11B-703.2, 11B-703.3, 11B-703.5, 1143A AND 1013.4 INSTALL TACTILE SIGNAGE AT 48"-60" HIGH AT LATCH SIDE OF DOOR PER CBC SEC 11B-703.4.1. ELEVATION 60 " M A X . TO F I N I S H E D F L O O R 48 " M I N . TO F I N I S H E D F L O O R PROVIDE 18" x 18" CLEAR VIEWING AREA 9" 1'-6" STAIRS DOWN EXIT AS PER 2022 CBC 1013.4 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: a.'EXIT STAIR DOWN' b.'EXIT RAMP DOWN' c.'EXIT STAIR UP' d.'EXIT RAMP UP' e.'EXIT' f.'EXIT ROUTE' LETTERS & NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE, AT LEAST 5/8" HIGH, BUT NO MORE THAN 2" CHARACTERS SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE SUPERIMPOSED WITHIN PLACARD NOTE: 1.CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR A NON - GLARE FINISH. CHARACTERS AND SYMBOLS SHALL BE IN CONTRAST WITH THEIR BACKGROUNDS. 2.SIZE / DIMENSION OF ACCESSIBLE SIGNAGE SHALL BE BASED ON ROOM NAME INFORMATION. GENERAL CONTRACTOR SHALL VERIFY SIZE / DIMENSIONS OF ACCESSIBLE SIGNAGE PRIOR TO FABRICATION (U.N.O.). 3.SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE BUILDING OWNER AND TENANT FOR APPROVAL. 4.SEE AND FOR ADDITIONAL SIGNAGE INFORMATION. STAIRS DOWN EXIT TACTILE EXIT SIGNAGE 3 - 4 - 2 6 7 4 1 3 5 6 1 3 4 5 7 WALL SWITCH, DIMMER OR WALL MOUNTED MOTION SENSOR, WALL PHONES AND 'J' BOXES AT COUNTERS. MULTIPLE SWITCHES TO BE GANGED INTO ONE COVER PLATE. 2 ELECTRICAL WALL OUTLET. MULTIPLE OUTLETS TO BE GANGED INTO ONE COVER PLATE. ADJUST CENTERLINE DIMENSION TO 12" AS REQUIRED TO ACCOMMODATE MULTIPLE GANGED DEVICES DOOR / DOOR FRAME PER DOOR SCHEDULE MOUNTING HEIGHTS AT DOOR WALL MOUNTED F.L.S. STROBE DEVICE KEY CARD READER OR THERMOSTAT DOOR LEVER HANDLE OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH REACH RANGES UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 48 " M A X . 15 " M I N . 48 " M A X . 15 " M I N . 34 " M A X 20" MAX. 48 " M A X . NOTE: 1.ALL DIMENSIONS GIVEN ARE FROM F.F.L. DATUM. FINISH FLOOR MATERIAL IS ASSUMED TO BE 3/8" THICK GLUE DOWN CARPET. FLOOR FINISH AND THICKNESS WILL VARY FROM LOCATION TO LOCATION. REFER TO PLANS AND DETAILS FOR SPECIFIC FLOORING INFORMATION. 2.NO ALLOWANCE HAS BEEN MADE FOR ANY DEPRESSIONS OR ELEVATIONS IN THE SLAB. ELEVATION HEIGHTS SHOULD TAKE INTO ACCOUNT ANY VARIATIONS IN THE FLOOR SLAB. 3.CERTAIN ELEVATION DIMENSIONS ARE ASSOCIATED WITH CODE REQUIRED MAXIMUM OR MINIMUM MOUNTING HEIGHTS. SUCH DIMENSIONS SHOULD BE HELD DESPITE VARIATIONS IN THE SLAB. CODE DIMENSIONS ARE IN PARENTHESIS WITH AN ASTERISK NEXT TO THE CRITICAL DIMENSION. E.G.: ( * +15" MIN. ) 4.THE THERMOSTAT AND CARD READERS SHALL BE LOCATED SO THAT THE TOP OF THE OUTLET BOX IS NO MORE THAN 48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2019 CBC 11B-308). 6" 6" M I N . CL E A R PE R D O O R S C H E D U L E + 8 0 " A . F . F . + 4 8 " A . F . F . T O T O P O F B O X 34 " - 4 4 " 15 " FIG. CD-12C 10" MAX. FIG. CD-12D 48 " M A X . 10" MAX. OBSTRUCTED HIGH SIDE REACH 34 " M A X FIG. CD-12D 46 " M A X . >10"-24" MAX. FIG. CD-12A 20" - 25" MAX. 44 " M A X . FIG. CD-12B OBSTRUCTED HIGH FORWARD REACH FIG. CD-12B AD-31 2 36 AC C E S S I B I L I T Y D E T A I L S 4 TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 2025 PARTITION TOP TRACK TOP TRACK, ANCHORED TO DIAGONAL BRACING WITH (2) #8 1-1/4" SCREWS, MIN. DO NOT MOUNT TO CEILING GRID OR TILE. CEILING AS SCHEDULED WALL TYPE- PER PARTITION SCHEDULE SCRIBE WALL BOARD TO CEILING GRID AND TRIM NEAT AND TRUE. BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX. MATCH WALL STUD SIZE & GAUGE (3-5/8" 20 GA. MIN). PROVIDE BENT LEG & FASTEN TO TOP TRACK WITH 5/32" DIA. SHOTS PINS (ESR-1663). MAX. LENGTH OF BRACE 25'-0". INSULATION WHERE OCCURS. SEE PARTITION SCHEDULE ON CONSTRUCTION PLAN PARTITION BOTTOM TRACK 1 2" FLOOR FINISH AS SCHEDULED NOTE: 1.PROVIDE ACOUSTICAL SEALANT (OR FIRE CAULKING AT FIRE-RESISTANCE RATED WALLS) AT BOTH SIDES OF WALL BOTTOM. 2.REFERENCE UL #BW-S-0001 FOR FIRE RESISTANCE RATED WALL ASSEMBLIES. 3.ALL JOINTS OR PENETRATIONS IN FIRE-RESISTANCE RATED WALLS ARE REQUIRED TO BE PROTECTED WITH A UL LISTED FIRE STOP SYSTEM. PARTITION- REFER TO PARTITION SCHEDULE ON CONSTRUCTION PLAN CONT. METAL BOTTOM TRACK TO MATCH STUD GAUGE W/ 'HILTI' SHOT PIN AT 16" O/C. ICC #ESR-2269 JOIST WHERE OCCURS 25GA TOP TRACK WITH #8 SCREW PER JOIST WITH MIN. 1-3/4" IMBEDMENT METAL STUD WALL WHERE OCCURS PARTITION TO ROOF STRUCTURE WALL PERPENDICULAR TO ROOF FRAMING METAL STUD WALL BRACE W/ (2) #8 WOOD SCREWS W/ 1 1/2" MIN. PENETRATION INTO PURLIN EXISTING STRUCTURE W/ 2X RAFTERS WALL BRACE DETAIL 4" M I N . EXISTING 2X RAFTERS EXISTING PURLIN CEILING AS SCHEDULED- REFER TO RCP 7' - 1 0 " CE I L I N G H E I G H T ( V . I . F . ) CEILING SEPARATION PARTITION UNDERSIDE OF STRUCTURE ABOVE 6" MI N . 13 ' - 8 " TO S T R U C T U R E A B O V E ( V . I . F . ) NOTE: 1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING. 45 ° 6 - CEILING AS SCHEDULED- REFER TO RCP 7' - 1 0 " CE I L I N G H E I G H T ( V . I . F . ) PARTITION- REFER TO PARTITION SCHEDULE ON CONSTRUCTION PLAN TOP OF SLAB OR FLOOR LEVEL REFER TO SPECIFIED DETAIL FOR BRACE FRAMING CEILING HEIGHT PARTITION 6 - 5 - 1/ 2 " FULL-HEIGHT PARTITION 13 - 8 " TO S T R U C T U R E A B O V E ( V . I . F . ) NOTE: 1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING. NOTE: 1.SEE METAL STUD TABLE ON THIS SHEET FOR STUD SIZING. 45° UNDERSIDE OF STRUCTURE ABOVE REFER TO SPECIFIED DETAIL FOR BRACE FRAMING PARTITION- REFER TO PARTITION SCHEDULE ON CONSTRUCTION PLAN 4 - 4 - TOP OF SLAB OR FLOOR LEVEL 5 - 13 ' - 8 " TO S T R U C T U R E A B O V E ( V . I . F . ) 4 - 9 - TOP OF SLAB OR FLOOR LEVEL PARTITION- REFER TO PARTITION SCHEDULE ON CONSTRUCTION PLAN CEILING AS SCHEDULED- REFER TO RCP UNDERSIDE OF STRUCTURE ABOVE SOUND BATT INSULATION IN CAVITY - REFER TO PARTITION SCHEDULE SOUND BATT INSULATION IN CAVITY - REFER TO PARTITION SCHEDULE SOUND BATT INSULATION IN CAVITY - REFER TO PARTITION SCHEDULE EXISTING WALL CONSTRUCTION FLOOR FINISH AS SCHEDULED FURRING AT EXISTING WALL 20 GA. CONTINUOUS TOP TRACK EXISTING STRUCTURE ABOVE 20 GA. METAL FLOOR TRACK WITH 5/32" DIAMETER SHOT PINS AT 24" O.C. WITH 1-1/8" TO 1-1/2" MIN. EMBEDMENT (ESR-2269) OR APPROVED EQUAL. TRACK GA TO MATCH VERTICAL. FINISHED CEILING WHERE OCCURS, SEE RCP. BATT INSULATION, STICK PINNED TO CONCRETE. REFER TO PARTITION SCHEDULE SINGLE LAYER 5/8" GYPSUM BOARD OVER METAL STUDS- REFER TO PARTITION SCHEDULE 9 - 13 ' - 8 " TO S T R U C T U R E A B O V E ( V . I . F . ) 11 2" 2 1 / 2 " 3" 2' - 1 0 " 2'-0" MAX. U.O.N. PLASTIC LAMINATE BASE ADJUSTABLE SHELVES ON 5MM DIA. ROW HOLES 32MM O.C. MIN. & 2" MAX., EQUALLY SPACED FROM FRONT AND BACK SCHEDULED COUNTERTOP SCHEDULED BACKSPLASH DOUG MOCKETT DP3B TAB PULL. LOWER CABINET WITH DOOR PLASTIC LAMINATE CABINET DOOR WHITE MELAMINE INTERIOR, TYP. PLASTIC LAMINATE BASE PLASTIC LAMINATE CABINET DOOR DOUG MOCKETT DP3B TAB PULLS. SCHEDULED COUNTERTOP 2' - 1 0 " 11 2" 10" CLR. 2 1 / 2 " SCHEDULED BACKSPLASH 2'-0" MAX. U.O.N. ACESSIBLE CABINET WITH SINK WHITE MELAMINE INTERIOR, TYP. 9" M I N . 27 " M I N . 8" MIN.6" MAX. 31 2" ACCESSIBLE SINK - REFER TO PLUMBING PLANS (ICC ESR-3064P)BACKING DETAILSSMA- METAL STUD TABLE 'S'- SECTION HT. FOR GYP BOARD WALL 250S125-18 Fy (ksi)(5 PSF L/240) SPACING (in) O.C. 362S125-30 250S125-30 362S125-18 600S125-18 600S125-30 MEMBER DEPTH: (EXAMPLE: 6" - 600 X 1 100 INCHES) ALL MEMBER DEPTHS ARE TAKEN IN 1 100 INCHES FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION FLANGE WIDTH: (EXAMPLE: 1 5 8" - 1.625"-162 X 1 100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1 100 INCHES. STYLE: (EXAMPLE: STUD OR JOIST SECTION - S) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: MATERIAL THICKNESS: (EXAMPLE: 0.054 IN. = 54 MILS: 1 MIL = 1 1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESSS= STUD OR JOIST. T = TRACK, U = CHANNEL. F = FURRING 600 S 162 54 (INTERIOR NON-BEARING WALL PER SSMA ESR-3064P 2 1/2" X 25 GA 3 5/8" X 20 GA 2 1/2" X 20 GA 3 5/8" X 25 GA 6" X 25 GA 6" X 20 GA 33 33 33 33 33 33 33 33 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 14'-2" 12'-10" 11'-3" 15'-10" 14'-5" 12'-7" 16'-8" 15'-2" 13'-2" 18'-3" 16'-7" 14'-6" 17'-6" 15'-11" 13'-8" 19'-5" 17'-8" 15'-5" 22'-9" 20'-1" 16'-4" 27'-1" 24-7" 21'-6" 400S125-184" X 25 GA 400S125-334" X 20 GA 24 600S125-336" X 20 GA 33 12 16 28'-1" 25'-6" 22'-324 OR BB24 (24" O.C.)- VERIFY BB12 (12" O.C.) BB16 (16" O.C.) 'CLARK DIETRICH' BACKER BAR MTL. STUDS- PER PARTITION SCHEDULE SPACING IN FIELD D-11 2 3 4 5 6 7 8 9 10 11 13 DE T A I L S TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 12 2025 DOOR JAMB DETAIL DOOR HEAD DETAIL 3-5/8" 25 GA. METAL STUD DIAGONAL BRACING AT 45 DEGREES AT 8'-0" O.C. STAGGERED SIDES AT 4'-0" SPANS ATTACHED W/2 #8 X 1-1/4" SCREW. ANCHOR TO 25 GA. METAL CAP AT UNDERSIDE OF STRUCTURE ABOVE. FASTEN TO TOP TRACK AT 12" O.C. ANGLE METAL SYSTEMS (ESR-3064) WITH (2) #8 1-1/4" SCREWS. FINISHED CEILING WHERE OCCURS, SEE RCP. DOOR PER SCHEDULE CE I L I N G H E I G H T SE E R C P VA R I E S 4" MIN.DOOR PER SCHEDULE DOUBLE STUDS AT STRIKE JAMB PARTITION PER CONSTRUCTION PLAN. FACE OF WALL, WHERE OCCURS. DOOR FRAME PER SCHEDULE DOOR HEAD DETAIL 1"1" CE I L I N G H E I G H T SE E R C P VA R I E S INSULATION WHERE OCCURS. DOUBLE STUD 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND SPACING. DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE GLAZING AT SILL (JAMB SIM.) PARTITION PER SCHEDULE REFER TO 'DOOR TYPES' OR ELEVATION FOR GLASS THICKNESS HEADER WESTERN INTEGRATED 1" TRIM, PART NO 302** **WHERE WOOD FLOORING IS PROPOSED - USE FLUSH TRIM PART NO. 304 ALL (4) SIDES. WESTERN INTEGRATED ALUMINUM GLAZING HEADER. ATTACH PER MFR TEMPERED GLAZING WHERE REQUIRED WESTERN INTEGRATED ALUMINUM GLAZING HEADER. ATTACH PER MFR DOUBLE BACK-TO-BACK METAL STUDS. DOUBLE BACK-TO-BACK METAL STUDS. LOOSE SCREW WALL CONNECTION ANCHOR TO STRUCTURE ACOUSTIC CLG. PANEL WALL MOLDING ICC REPORT ESR-1308 MINIMUM 7/8" BERC2 CLIP WITH 3/4" ICC REPORT ESR-1308 FACE OF FINISHED WALL WALL ANGLE "UNATTACHED WALL" ARMSTRONG BERC2 ICC-ESR-1308 OR "UNATTACHED WALL" OR "UNATTACHED WALL" CHICAGO METALLIC ICC-ESR-2631 TIGHT SCREW BERC2 CLIP WITH 3/4" ICC REPORT ESR-1308 "ATTACHED WALL" ARMSTRONG BERC2 ICC-ESR-1308 OR "ATTACHED WALL" USG DONN OR "ATTACHED WALL" CHICAGO METALLIC ICC-ESR-2631 ACOUSTIC CLG. PANEL ICC-ESR 1222 SEISMIC CLIP SYSTEM ANCHOR TO WALL OR SOFFIT BY #6 SCREWS AT 24" O.C. MINIMUM 7/8" WALL MOLDING ICC REPORT ESR-1308 PERIMETER HANGER WIRE AT ALL MAIN RUNNERS AND CROSS TEES. SEISMIC CLIP SYSTEM ANCHOR TO WALL OR SOFFIT BY #6 SCREWS AT 24" O.C. PERIMETER HANGER WIRE AT ALL MAIN RUNNERS AND CROSS TEES. UNATTACHED CLOSURE ANGLE ATTACHED CLOSURE ANGLE 3/4" 8" MAX. OR NOTE #1 3/4" 8" MAX. USG DONN ICC-ESR 1222 2' o.c. Unattached Wall Attached Wall Un a t t a c h e d W a l l B or P B B B B B B B B BBB UNATTACHED WALL ATTACHED WALL B or P B or P 1-1/2" TOTAL TRAVEL OPTIONAL 3 4" 7 8" 8" MAX. 8" MAX. 7 8" 8" MAX. 7 8" ATTACHED WALL POP RIVET SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FRM WALL MOLDING BERC2 CLIPS OR POP RIVETS ARMSTRONG BERC2 CLIP SEISMIC DETAILS - ESR-1308 3 4" HORIZONTAL SEISMIC SLOT SEISMIC JOINT CLIP ARMSTRONG SEISMIC JOINT CLIP SYSTEM WORKS WITH ARMSTRONG 15/16" & 9/16" GRID SYSTEMS. (PRELUDE, SUPRAFINE AND SILHOUETTE.) MAIN BEAM: SJMR CRESS TEE: SJCG SILHOUETTE ADN INTERLUDE CROSS TEE: SJCSI ICC ESR-1308 USG DONN ICC ESR-1222 CHICAGO METALIC SST ICC ESR-2361 OR OR SEISMIC JOINT CLIP TWO PIECE UNIT W/ SLOTS VERTICAL POSITIONING STAMP (ARMSTRONG 'SJCG' SHOWN CEILING SYSTEM DESIGN TO FOLLOW AND COMPLY WITH CBC SECTION 808 AND SEISMIC DESIGN PER ASCE 7-16, CHAPTER 13: 13.5.6.2.2 1.FIXTURES INSTALLED IN CEILING SYSTEMS SHALL BE MOUNTED IN SUCH A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE. 2.FIXTURES SHALL BE SUPPORTED BY SUPPLEMENTAL HANGERS WHEN THE WEIGHT EXCEEDS THE DEFLECTION CAPABILITY. HANGERS WILL BE WITHIN 6" OF EACH CORNER OR THE FIXTURES SHALL BE SUPPORTED INDEPENDENTLY. DO NOT ECCENTRICALLY LOAD MAIN OR CROSS RUNNERS. SUPPORTING RUNNERS SHALL NEVER BE ALLOWED TO ROTATE MORE THAN 2° AFTER THE LOAD IS IMPOSED. 3.CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL CONFORM WITH CH. 16 PART 111 OF THE CBC. CEILING SYSTEMS SHALL BE DESIGNED AND INSTALLED FOR A LATERAL FORCE OF 100% OF THE WEIGHT OF THE FIXTURE IN ADDITION TO THE VERTICAL LOAD. 4.ELECTRICAL a.FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. b.FOR INTERMEDIATE SYSTEMS NO 12 GAUGE HANGERS SHALL BE ATTACHED TO GRID MEMBERS WITHIN 3" OF EACH CORNER OF THE FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. c.LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO REQUIREMENTS (2) NO. 12 GAUGE HANGERS CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY SLACK. d.LIGHT FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. e.PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH NO. 9 GAUGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT THE USE OF THE CEILING SYSTEM FOR DIRECT SUPPORT. 5.MECHANICAL f.CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM MAIN RUNNERS OR TO CROSS RUNNERS OF THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. g.TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS SHALL HAVE IN ADDITION TO THE ABOVE NOTED (2) NO. 12 GAUGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. h.TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 6.LIGHTING AND MECHANICAL FIXTURES MUST BE SUPPORTED BY ADDITIONAL INDEPENDENT NO. 12 GAUGE WIRES ATTACHED TO EACH CORNER OF THE FIXTURES. PER ASCE 7-16 CHAPTER 13, SEISMIC DESIGN CATAGORIES D-F 7.A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. 8.ACCOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580. SECTION 5 - SEISMIC DESIGN CATEGORIES D, E, AND F AS MODIFIED BY THIS SECTION. ACCOUSTICAL LAY-IN PANEL CEILINGS SHALL ALSO COMPLY WITH THE FOLLOWING: a. THE WIDTH OF TE PERIMETER SUPPORTING CLOSURE ANGLE OR CHANNEL SHALL BE NOT LESS THAN 2" (50MM) UNLESS QUALIFIED PERIMETER SUPPORTING CLIPS ARE USED. CLOSURE ANGLES OR CHANNELS SHALL BE SCREWED OR OTHERWISE POSITIVELY ATTACHED TO WALL STUDS OR OTHER SUPPORTING STRUCTURES. PERIMETER SUPPORTING CLIPS SHALL BE ATTACHED TO THE SUPPORTING CLOSURE ANGLE OR CHANNEL WITH A MINIMUM OF TWO SCREWS PER CLIP AND SHALL BE INSTALLED AROUND THE ENTIRE CEILING PERIMETER. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING SHALL BE ATTACHED TO THE CLOSURE ANGLE, CHANNEL, OR PERIMETER SUPPORTING CLIP. THE OTHTER END CEILING GRID IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.75" (19MM) CLEARANCE FROM THE WALL SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE, CHANNEL, OR PERIMETER SUPPORTING CLIP. 9.FOR CEILING AREAS EXCEEDING 1,000 SQ. FT., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. 10.FOR CEILING AREAS EXCEEDING 2,500 SQ. FT. A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS UP THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQ. FT. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM 2 AND RESTRAINS OR BRACING IN ACCORDANCE WITH ITEM 3. 11.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD DIRECTION. 12.CHANGES IN THE CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 13.CABLE TRAYS WITH ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 14.LATERAL BRACING FOR SUSPENDED CEILINGS SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE VERTICAL COMPONENT FROM LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6" OF EACH WALL. ATTACHMENT OF RESTRAINT WIRE TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. 15.SUSPENDED CEILING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636 AND THE CISCA FOR SEISMIC ZONES 3-4 MODIFIED BY THE FOLLOWING - FOR CEILING AREAS EXCEEDING 100 SQ. FT., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. CABLE TRAYS AND CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. SEE DETAILS ON THIS SHEET. ICC # ESR 1308 #12 GA. HANGER FIXTURE SUPPORT WIRES AT BASE OF FIXTURE. (TYPICAL OF TWO) TEX SCREWED THROUGH FIXTURE IN OPPOSITE CORNERS TO MAIN BAR RUNNERS. HEAVY-DUTY SUSPENDED CEILING 2'X4' FIXTURE HOUSING #12 AWG STEEL WIRE CONNECTORS (TYPICAL) CEILING T-BAR \ FIXTURE MOUNTING HEIGHT (TYPICAL) LIGHT FIXTURE SUPPORT COMPRESSION STRUT OVER CEILING RUNNER SLOT END OF TUBE TO FIT CROSS RUNNER TUBES SHALL LAP ONE ONE TUBE TO THE OTHER. INSTALL BOLT TO SECURE LATERAL FORCE BRACING UNDERSIDE OF FLOOR OR FULLY EXTENDED POSITION. ANOTHER AT LEAST 4" IN TURN CEILING GRID LEVEL PRIOR TO NO. 12 GA. VERTICAL WIRE HANGER, SEE MAX. HEIGHT SCHEDULE ROOF STRUCTURE ABOVE. BOLT AND LOCKING NUT. DRILL 5/32" HOLE AND INSTALL 1/8" SETTING TUBE. SLEEVE EMT NOTE: SYSTEM-SEE CLG. PLAN. L (MAX. HEIGHT) ELECTRICAL METALIC TUBING (EMT) ONLY SUSPENDED CEILING 8'-6"1 1/4" 2" 1 1/2" 12'-0" 9'-10" 1" 1/2" 3/4" SIZE (DIAMETER) 4'-0" 6'-6" 5'-2" MAIN RUNNER 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD; THEREFORE, THE APPLICANT MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT LOAD CAN BE SUPORTED VERTICALLY AND LATERALLY BY THE SUSPENSION SYSTEM ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. 12'-0" O.C. TYP. 12 ' - 0 " O. C . T Y P . 6" M A X . D-21 2 3 4710 11 CE I L I N G & D O O R D E T A I L S TE N A N T I M P R O V E M E N T SH E E T T I T L E : JO B T I T L E : HA R B O R B U S I N E S S P A R K 36 0 1 W M A C A R T H U R B L V D , S U I T E S 9 0 9 - 9 1 1 SA N T A A N A , C A 9 2 7 0 4 REVISIONS 24-236.15 6 8 12 13 14 2025 E.P.E.P.E.P. K -342 7H IGHL IN ET OILE TSV ITR E OUS C HINAK -342 7H IGHL IN ET OILE TSV ITR E OUS C HINA E.P. E.P. FX FX W. MACARTHUR BLVD. 3601 W. MACARTHUR BLVD. SUITES 909-911 SANTA ANA, CA 92709 NORTH PROJECT LOCATION Date: Drawn by: Scale: Project Data REVISION DATE 7351 Garden Grove Blvd. Unit B Garden Grove, CA 92841 Phone: (562) 997-1911 www.catalinamh.com Client CMH Project # Sheet Index Name: P24204B Approved Revise and Resubmit Seismic Engineer Structural Engineering & Design 1815 Wright Ave. La Verne, CA 91750 Bob Sharifi Ph. 909-596-1351 Fax. 909-596-7186 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 06/03/24 CN Initial drawing. 06/06/24 CN Correct elevation heights. A 07/30/24 JR Adjust bay types and elevations accordingly. B 08/02/24 CN Update accessibility status of two doors and update egress paths accordingly. Project Manager:Yazdan Attaei August 02, 2024 A1.0 TITLE SHEET A2.0 FLOOR PLAN A3.0 ELEVATIONS A4.0 EGRESS PLAN SED NOTES & DETAILS Installation of storage rack in an existing building. Sheet Index Project Description Vicinity Map This project is for: CDL Design 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 BY DESCRIPTION OF REVISION Approval Project Name: © 2024 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Catalina Material Handling. Please sign layout: Signature: ___________________________________ Date: Approved With Comments Project Location 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 Building Info: Total Building Sq. Ft.: 9,600 sq.ft. Total Tenant Sq. Ft.: 4,800 sq.ft. Total Racking Sq. Ft.: 550 sq.ft. Building Occupancy: S-1/B Construction Type: Type III-B Fully Sprinklered Occupancy: Commercial/Industrial APN: 414-221-09 Sheet Name: N.T.S. Christopher NguyenTitle Sheet A1.0 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS 505)&"%&26"$: 0'5)&4503"(& 3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/. FOR REFERENCE ONLY E.P.E.P.E.P. K-3427HIGHLINETOILETSVITREOUS CHINAK-3427HIGHLINETOILETSVITREOUS CHINA E.P. E.P. FX FX AA B BAA BAA DD A A A E A A B C 432.521 40'-0" 60'-0" 20'-0" 80 ' - 0 " 40 ' - 0 " 40 ' - 0 " 13 ' - 1 0 " 12 ' - 4 " 18 ' - 1 " 7' - 1 1 " 20"28"29" 4'-2" 3"7'-3" 9'-10" 11'-3" 20'-0"40'-0" 60'-0" 120'-0" NORTH 3' - 6 " 3' - 9 " 8' - 1 1 " 4'-11" 6" NOT A PART 4" Date: Drawn by: Scale: REVISION DATE 7351 Garden Grove Blvd. Unit B Garden Grove, CA 92841 Phone: (562) 997-1911 www.catalinamh.com Client CMH Project # Sheet Index Name: P24204B Approved Revise and Resubmit 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 06/03/24 CN Initial drawing. 06/06/24 CN Correct elevation heights. A 07/30/24 JR Adjust bay types and elevations accordingly. B 08/02/24 CN Update accessibility status of two doors and update egress paths accordingly. Project Manager:Yazdan Attaei August 02, 2024BYDESCRIPTION OF REVISION Approval Project Name: © 2024 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Catalina Material Handling. Please sign layout: Signature: ___________________________________ Date: Approved With Comments Sheet Name: N.T.S. Justin ReyesFloor Plan A2.0 NOTE: BUILDING DIMENSIONS TO BE VERIFIED. RACKING SHELVING PROPOSED RACKING Bay Type Number of Bays Pallet Positions per Bay Pallet Positions A 7 8 56 B 3 8 24 D 1 12 12 E 1 15 15 TOTAL PALLET POSITIONS 92 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS 505)&"%&26"$: 0'5)&4503"(& 3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/. FOR REFERENCE ONLY Selective Rack Front View All Dims are T.O.B. WIRE MESH DECK ALL LEVELS Type A / B 99" O.C. 96" CLEAR 42" 76" 10'-6" T.O.P. 42"Wire Deck 13'-6" Clear 13'-6" Clear Wire Deck 34" Wire Deck 34"110" Selective Rack Front View All Dims are T.O.B. WIRE MESH DECK ALL LEVELS Type D 147" O.C. 144" CLEAR 44" 80" 10'-6" T.O.P. 44"Wire Deck Wire Deck 36" Wire Deck 30"110" Selective Rack Front View All Dims are T.O.B. WIRE MESH DECK ALL LEVELS Type E 147" O.C. 144" CLEAR 42" 66" 10'-6" T.O.P. 42"Wire Deck Wire Deck 24" Wire Deck 22"88" Wire Deck110"22" Selective Rack Side View Single Row Type A / B 10'-0" Frame 42" Selective Rack Side View Single Row Type D 10'-0" Frame 42" Selective Rack Side View Single Row Type E 12'-0" Frame 42" Date: Drawn by: Scale: REVISION DATE 7351 Garden Grove Blvd. Unit B Garden Grove, CA 92841 Phone: (562) 997-1911 www.catalinamh.com Client CMH Project # Sheet Index Name: P24204B Approved Revise and Resubmit 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 06/03/24 CN Initial drawing. 06/06/24 CN Correct elevation heights. A 07/30/24 JR Adjust bay types and elevations accordingly. B 08/02/24 CN Update accessibility status of two doors and update egress paths accordingly. Project Manager:Yazdan Attaei August 02, 2024BYDESCRIPTION OF REVISION Approval Project Name: © 2024 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Catalina Material Handling. Please sign layout: Signature: ___________________________________ Date: Approved With Comments Sheet Name: 1/4" = 1'-0" Justin ReyesElevation A3.0 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS 505)&"%&26"$: 0'5)&4503"(& 3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/. FOR REFERENCE ONLY E.P.E.P.E.P. K-3427HIGHLINETOILETSVITREOUS CHINAK-3427HIGHLINETOILETSVITREOUS CHINA E.P. E.P. FX FX AA B BAA BAA DD A A A E A A B C 432.521 40'-0" 60'-0" 20'-0" 80 ' - 0 " 40 ' - 0 " 40 ' - 0 " 20'-0"40'-0" 60'-0" 120'-0" NORTH NOT A PART PATH = 98' PATH = 76' Date: Drawn by: Scale: REVISION DATE 7351 Garden Grove Blvd. Unit B Garden Grove, CA 92841 Phone: (562) 997-1911 www.catalinamh.com Client CMH Project # Sheet Index Name: P24204B Approved Revise and Resubmit 3601 W. MacArthur Blvd. Suite 909-911 Santa Ana, CA 92704 06/03/24 CN Initial drawing. 06/06/24 CN Correct elevation heights. A 07/30/24 JR Adjust bay types and elevations accordingly. B 08/02/24 CN Update accessibility status of two doors and update egress paths accordingly. Project Manager:Yazdan Attaei August 02, 2024BYDESCRIPTION OF REVISION Approval Project Name: © 2024 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Catalina Material Handling. Please sign layout: Signature: ___________________________________ Date: Approved With Comments Sheet Name: N.T.S. Christopher NguyenEgress Plan A4.0 NOTE: BUILDING DIMENSIONS TO BE VERIFIED. (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS 505)&"%&26"$: 0'5)&4503"(& 3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/. FOR REFERENCE ONLY 0.95" 1.57" 0.39" 1 5/8" 7 GA. 2" 1" 3 3/8" 2" 6" 1/2" 3-1/4" MIN. EMBED. F.F. O.A.L. BASE PLATE 3 3/8" 3/4" 1 1/2"1" 5/8"Ø X 7/8" SLOT 4 PLCS 3" 1 63/64"SEE ATTACHED CATALINA MATERIAL HANDLING DWG. FOR STORAGE RACK ELEVATIONS 1" 1" 5" 3/8" 5/8"Ø 7" 3" 3" 2" 4" 1 5/8" 1 1/2"1"1" 5" 1 5/8" 1 1/2" 3/4"1 3/4" 1 5/8" 3 11/16" 1" 1" 5" 3/8" 5/8"Ø 7" 3" 1 5/8" 2" 1" 1 5/8" 1 1/2" 6" 5 1/2"4" 3" 3/4" 1 1/2" ATTACHMENT: ATTACH W/ (2) 5/16"Ø GRADE 5 BOLTS PER BRACE, (1) @ EA. END DESCRIPTION MATERIAL STEEL YIELD 3-PIN CONNECTOR 7 GAGE MATERIAL DESCRIPTION STEEL YIELD BRACING: HORIZ. & DIAG. 16 GAGE STEEL NOTES: USE @ TYPES E, D BEAM TO COLUMN CONNECTION LOCATIONS. NOTES: USE @ ALL ZIGLIFT BRACE LOCATIONS TYP. COLUMN: ZIGLIFT 3315B ASTM A570, Fy = 50,000 PSI DESCRIPTION STEEL YIELD MATERIAL ROW SPACER 14 GAGE 5/16"Ø SAFETY CLIP 4266 1/2"Ø x 3-1/4" MIN. EMBED. HILTI KWIKBOLT TZ2 ANCHOR SIZE ICC/ESR# DESCRIPTION NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SPECS. 7/16" Ø GR 55 RIVET NOTES: ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS, (2) @ EACH END COLUMN DESCRIPTION MATERIAL BASE PLATE: 7" x 5" 3/8" THICK PLATE STEEL YIELDASTM A36, Fy=36,000 PSI NOTES: USE 3314B COL @ TYPE A, D USE 3315B COL @ TYPE B ZIGLIFT COLUMN/BASE LOCATIONS. DESCRIPTION MATERIAL STEEL YIELD 15 GAGE STEEL 16 GAGE 4" BEAM (SB406) STEEL YIELD MATERIAL DESCRIPTION ASTM A570, Fy=50,000 PSI DESCRIPTION STORAGE RACK ELEVATION GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA SS=1.311, S1=0.471, FA=1.200, FV=1.829, IP=1.0 (NO PUBLIC ACCESS), SDS=1.049, SD1=0.574, OCCUPANCY CATAG. II SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D 3. STORAGE CAPACITY: TYPE A=1600 LBS PER LEVELS 1-2, 1200 LBS LVL 3. TYPE B=1600 LBS PER LEVELS 1-2, 1200 LBS LVL 3. TYPE D=2400 LBS PER LEVEL1, 1800 LBS LVLS 2-3 . TYPE E=1800 LBS PER LEVEL TYP. 4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502 1/2"Ø X 3-1/4" MIN. EMBEDT. 50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2) 40 FT-LBS TORQUE (POWERS SD2) (2) ANCHORS PER BASE PLATE. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED PER ICC ESR#4266. 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" X 3000 PSI 7. SOIL BEARING PRESSURE 750 PSF. 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. 15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED AND STABLE POSITION. E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN CONFIGURATION. 16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS, CONTROL/EXPANSION JOINTS OR SLAB CRACKS=3.5". 17. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED. 18. FOR 120" H FRAMES: MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 2.4") OF TOP SHELF LEVEL HEIGHT @ BRACED DIRECTION AND 5% (OR 6") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION. FOR 144" H FRAMES: MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 2.88") OF TOP SHELF LEVEL HEIGHT @ BRACED DIRECTION AND 5% (OR 7.2) OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION. 18 1 5 W R I G H T A V E . L A V E R N E , C A 9 1 7 5 0 P H O N E 9 0 9 - 5 9 6 - 1 3 5 1 F A X 9 0 9 - 5 9 6 - 7 1 8 6 24-0801-13 SED 1 OF 1 08 / 0 6 / 2 0 2 4 CA T A L I N A M A T E R I A L H A N D L I N G ZI G L I F T J. M ST O R A G E R A C K SA N T A A N A , C A 9 2 7 0 4 36 0 1 W M A C A R T H U R B L V D NOTES: USE @ TYPE A BEAM LOCATIONS. NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. ASTM A570, Fy=50,000 PSI ASTM A570, Fy=50,000 PSI ASTM A570, Fy=50,000 PSI NOTES: USE (2) STD SPACERS FOR DOUBLE ROW 1B 1 3 4 6 10 11 15 GAGE 5" BEAM (SB505) STEEL YIELD MATERIAL DESCRIPTION ASTM A570, Fy=55,000 PSI NOTES: USE @ TYPE E BEAM LOCATIONS. 5 8 14 GAGE 3-11/16" BEAM (BB2) STEEL YIELD MATERIAL DESCRIPTION ASTM A570, Fy=55,000 PSI NOTES: USE @ TYPE B BEAM LOCATIONS. COLUMN: ZIGLIFT 3314B DESCRIPTION MATERIAL 14 GAGE STEEL COLUMN: ZIGLIFT 3" X 1-5/8" COLUMN DESCRIPTION MATERIAL BASE PLATE: 7" x 5" 3/8" THICK PLATE STEEL YIELDASTM A36, Fy=36,000 PSI NOTES: USE @ TYPE E ZIGLIFT COLUMN/BASE LOCATIONS. DESCRIPTION MATERIAL STEEL YIELD 14 GAGE STEEL ASTM A570, Fy=50,000 PSI 2B 2 16 GAGE 6" BEAM (STEPBEAM) STEEL YIELD MATERIAL DESCRIPTION ASTM A570, Fy=55,000 PSI NOTES: USE @ TYPE D BEAM LOCATIONS. 7 DESCRIPTION MATERIAL STEEL YIELD 2-PIN CONNECTOR 7 GAGE NOTES: USE @ TYPES A, B BEAM TO COLUMN CONNECTION LOCATIONS. 5/16"Ø SAFETY CLIP 7/16" Ø GR 55 RIVET ASTM A570, Fy=50,000 PSI 9 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S FOR REFERENCE ONLY 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 3601 W MACARTHUR BLVD 909-911 4 COMBINE THREE SUITES INTO ONE BY REMOVING NON-BEARING NON-RATED DEMISING WALLS; REPLACE ONE NON-COMPLIANT RESTROOMS WITH ONE ACCESSIBLE ALL-GENDER RESTROOM 4 4 4 4 4 4 4 4 4 ALLISON PAGE 949 679.6456 X204 03 08 2024 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: _________________________________ OCFA Authorization Updated: 06/02/2020 rs