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FEC <br />CR <br />FE <br />C <br />(E <br />) <br />FEC <br />(E) <br />CR <br />CR <br />CR <br />1.IN SPRINKLERED BUILDINGS, MAXIMUM COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED (CBC <br />TABLE 1006.2.1): <br />A-3 = 75'-0" <br />B = 100'-0" <br />S-1 = 100'-0" <br />2.IN SPRINKLERED BUILDINGS, MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED (CBC TABLE 1017.2): <br />A-3 = 250'-0" <br />B = 300'-0" <br />S-1 = 400'-0" <br />CODE ANALYSIS NOTES <br />MAXIMUM EXIT ACCESS TRAVEL DISTANCE <br />MAXIMUM COMMON PATH OF EGRESS TRAVEL <br />DOOR WITH PANIC HARDWARE <br />ILLUMINATED EXIT SIGN, DIRECTIONAL WHERE INDICATED. TIED TO BUILDING LIFE <br />SAFETY OR BATTERY BACKUP. <br />FOR EMERGENCY LIGHTING, REFER TO ELECTRICAL ENGINEERING LIGHTING PLAN. <br />-(E) INDICATES EXISTING <br />AREA NOT IN CONTRACT <br />FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER <br />CARD READER <br />NUMBER OF OCCUPANTS EXITING IN DIRECTION INDICATED <br />LEGEND <br />SQUARE FOOTAGE <br />OCCUPANT LOAD <br />LOAD FACTOR <br />PH <br />AREA <br />101 <br />Name <br />LF OL <br />X <br />AREA <br />PROVIDE CODE COMPLIANT TACTILE "EXIT" SIGNAGE. SEE DETAIL S-3 <br />PROVIDE CODE COMPLIANT TACTILE "EXIT ROUTE" SIGNAGE. SEE DETAIL SEE DETAIL S-5 <br />KEYNOTES <br />A <br />B <br />/1 T-3 <br />/1 T-3 <br />1 <br />A <br />B <br />C <br />D <br />C.6 <br />C.5 <br />2 3 4 5 6 <br />379 SF <br />3 <br />201 <br />OFFICE <br />150 <br />590 SF <br />4 <br />200 <br />EXECUTIVE <br />OFFICE <br />150 <br />647 SF <br />44 <br />202 <br />LOUNGE <br />15 <br />223 SF <br />1 <br />204 <br />STORAGE <br />300 <br />28 SF <br />1 <br />205 <br />STOR <br />300 <br />4440 SF <br />30 <br />206 <br />OPEN OFFICE <br />150 <br />212 SF <br />2 <br />207 <br />OFFICE <br />150 <br />38 SF <br />210 <br />JAN <br />26 SF <br />1 <br />204A <br />STOR <br />300 <br />OPEN TO BELOW <br />OPEN TO BELOW <br />3 <br />23 <br />24 <br />1 <br />1 <br />1 <br />1 <br />2 <br />29 <br />29 <br />2958 <br />58 X .2 = 11.6" REQUIRED <br />49" PROVIDED <br />29" X .2 = 5.8" REQUIRED <br />37" PROVIDED <br />29 X .15 = 4.2" REQUIRED <br />32" PROVIDED <br />29 X .15 = 4.35" REQUIRED <br />32" PROVIDED <br />4 <br />IA-5.2‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒ <br />5 <br />IA-5.2‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒ <br />NORTH <br />HHENDY.COM <br />T (949) 851-3080 <br />4770 Campus Dr., Suite 100 <br />Newport Beach, CA 92660 <br />H ndy <br />ISSUES AND REVISIONS <br />JOB NUMBER <br />SCALE <br />PROJECT <br />TEAM <br />All specifications, drawings, concepts, designs, arrangements, intellectual and written material represented herein constitute <br />unique and unpublished work of H. Hendy Associates and may not be copied, used by or disclosed to others without written <br />consent of H. Hendy Associates. <br /> 2023 H.HendyAssociatesc <br />DATE <br />1/8" = 1'-0" <br />04463.0000.24 <br />3080 S. HARBOR BLVD. <br />SANTA ANA, CA 92704 <br />LEVEL 2 EXITING PLAN <br />T-2 <br />MCGUFF <br />AB/CD <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25