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FEC <br />CA <br />CR <br />FE <br />C <br />(E <br />) <br />FEC <br />(E) <br />CR <br />CR <br />CR <br />ALL NOTES ARE TYPICAL THROUGHOUT: <br />1. REFER TO GENERAL NOTES IA-G1 AND IA-G2 FOR ADDITIONAL INFORMATION. <br />2. REPLACE SEALANT AT ALL EXTERIOR PANEL JOINTS <br />PARTITION NOTES <br />AREA NOT IN CONTRACT <br />EXISTING PARTITION TO REMAIN, PROTECT IN PLACE. <br />EXISTING DOOR TO REMAIN <br />NEW DOOR, REFER TO DOOR SCHEDULE. <br />EXISTING SIDELIGHT OR GLAZING TO REMAIN. <br />NEW SIDELIGHT OR GLAZING. REFER TO KEYNOTES AND/OR ELEVATIONS FOR <br />ADDITIONAL INFORMATION. <br />WALL TYPE A: 3-5/8" X 16 GA. X 12'-0" HIGH MTL. STUDS @ 16" O.C. W/ (1) LAYER 5/8" <br />GYP. BD. EA. SIDE . <br />PROVIDE BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER CABINET. <br />NEW MILLWORK TO BE CONSTRUCTED. REFER TO ELEVATIONS FOR ADDITIONAL <br />INFORMATION. <br />DOOR TAG, SEE DOOR SCHEDULE, SHEET IA-8.1. <br />PARTITION LEGEND <br />- <br />WALL TYPE B: 3-5/8" X 16 GA. X 12'-0" HIGH MTL. STUDS @ 16" O.C. W/ (1) LAYER 6 MIL <br />VISQUEEN ON INTERIOR SIDE AND (1) LAYER 5/8" GYP. BD. EA SIDE. . <br />WALL TYPE C: 8" X 16 GA. X 12'-0" HIGH MTL. STUDS @ 16" O.C. W/ (1) LAYER 6 MIL <br />VISQUEEN ON INTERIOR SIDE AND (1) LAYER 5/8" GYP. BD. EA SIDE. . <br />WALL TYPE D: 3-5/8" X 16 GA. X 12'-0" HIGH MTL. STUDS @ 16" O.C. W/ (1) LAYER 6 MIL <br />VISQUEEN ON INTERIOR SIDE AND (1) LAYER 5/8" GYP. BD. ON INTERIOR SIDE. . <br />12'-0" HIGH CHAIN LINK FENCING W/ 12'-0" GATE .X <br />SECURITY CAMERA <br />CARD READER <br />1 <br />A <br />B <br />C <br />D <br />C.6 <br />C.5 <br />2 3 4 5 6 <br />201 <br />OFFICE <br />200 <br />EXECUTIVE OFFICE <br />202 <br />LOUNGE <br />203 <br />RESTROOM <br />204 <br />STORAGE <br />206A <br />VETIBULE <br />205 <br />STOR <br />206 <br />OPEN OFFICE <br />207 <br />OFFICE <br />208 <br />MEN <br />209 <br />WOMEN210 <br />JAN <br />204A <br />STOR <br />20 <br />4 <br />4 <br />IA-5.2‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒ <br />2' - 11" <br />200 <br />200A <br />203 <br />20 <br />6 <br />A <br />205 <br />202 <br />210 209 208 <br />206 <br />207 <br />204A <br />201 <br />5' - 11"5' - 0" <br />5 <br />IA-5.2‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒‒ <br />4 <br />4 <br />4 <br />4 <br />BRIGHTPICK AREA TO RECEIVE SELF-LEVELING COMPOUND.1 <br />KEY NOTES <br />2 <br />3 <br />4 <br />EPOXY FILL ALL GAPS AND CRACKS IN SLAB GREATER THAN 0.2 INCHES IN WIDTH <br />NEW VISION GLAZING IN EXISTING WINDOW FRAMES <br />NEW 16 GA. METAL BACKING PER DETAIL <br />5 NEW COMBINATION EYEWASH/ SHOWER UNIT. HAWS AXION MSR 8300-8309 <br />6 RELOCATED WINDOW AND FRAME <br />7 NEW AIR CURTAIN AT COILING DOORS -MARS STD2 (STANDARD 2) SERIES STD2144-3U-0B <br />NOT USED <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 PARTITION PLAN <br />IA-1.2 <br />MCGUFF <br />AB/CD <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25