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NOTE: <br />1. AT DOORS,THRESHOLD ACTS AS TRANSITION BETWEEN <br />DIFFERING MATERIALS <br />CARPET, TYPE "1"CARPET, TYPE "2" <br />RES. TILE/ RUBBER CORK <br />CARPET TO RES. TILE/ RUBBER CORK C <br />TRANSITION STRIPCARPET <br />CARPET TO PORCELAIN TILE <br />B1 <br />MARBLE THRESHOLD <br />THIN SET-PORCELAIN TILE <br />CARPET <br />CARPET TO CARPET D <br />SEALED CONCRETE/ EPOXY TO RES. TILE/ RUBBER CORKB2 <br />MARBLE THRESHOLD <br />RES. TILE/ RUBBER CORKEPOXY/ CONCRETE <br />MAX 1:2 <br />(RISE: <br />RUN) <br />IF ADJACENT CARPETS ARE FROM A DIFFERENT MANUFACTURER AND <br />TRANSITION DOES NOT OCCUR AT DOORS, PROVIDE RESILIENT TRANSITION <br />STRIP <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />3/ <br />8 <br />" <br />MAX 1:2 (RISE: RUN) <br />LEVELING COMPOUND <br />1 2 <br />CONC. <br />CARPET TO CONCRETE A <br />ALUM. THRESHOLD <br />CARPET <br />MA <br />X <br />1/ <br />2 <br />" <br />MAX SLOPE 1/2 (RISE) <br />1/ <br />4 <br />" <br />#139 <br />RFI <br />CO <br />V <br />E <br /> <br />B <br />A <br />S <br />E <br />B A <br />D <br /> PORCELAIN WALL TILE OVER <br />THINSET BASE <br />COVE BASE TILE W/ 3/8" <br />RADIUS TO MATCH <br />FLOOR TILES <br />THIN-SET PORCELAIN <br />FLOOR TILE <br />PORCELAIN TILE COVE BASE <br />CARPET AT BASE RES. TILE/ RUBBER CORK AT BASE <br />COVE RUBBER <br />BASERES. TILE/ RUBBER CORK <br />STRAIGHT RUBBER <br />BASE <br />CARPET <br />FLOOR <br />C SEALED CONCRETE AT BASE <br />SLIM FOOT <br />BASE <br />SEALED CONCRETESEALANT JOINT <br />LIQUID APPLIED <br />EPOXY COVE BASE <br />E EPOXY BASE <br />CO <br />V <br />E <br /> <br />B <br />A <br />S <br />E <br />4" <br />EPOXY FLOORING <br />4" <br />VERTICAL CHANGE IN <br />LEVEL WITHOUT EDGE <br />TREATMENT <br />BEVELED CHANGE IN LEVEL <br />MAX <br />1:2 (RISE:RUN) <br />1/ <br />4 <br />" <br />1/ <br />2 <br />" <br />1/ <br />4 <br />" <br />1/ <br />4 <br />" <br />1 2 <br />TROUGH <br />6 1/2" <br />B ANTI-TIP RAIL <br />CONCRETE BACK <br />FILL SEE S-SERIES <br />DRAWINGS <br />EXISTING <br />CONCRETE SLAB <br />NON-SHRINK GROUT <br />1/4" DIA. x 2" EMB. SLEEVE <br />ANCHORS <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br /> <br />O <br />F <br /> <br />F <br />L <br />O <br />O <br />R <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />I <br />N <br />G <br />VA <br />R <br />I <br />E <br />S <br />. <br /> <br />B <br />A <br />S <br />E <br />D <br /> <br />O <br />N <br />NOTE: ALL TROUGH SIDES, BOTTOMS & SURFACE AT EDGE OF <br />TROUGH MUST BE TRUE TO 1/4" OVER 20'-0 SPAN (NON- <br />CUMULATIVE). <br />1. <br />2. <br />3. <br />CONCRETE BACK FILL (TROUGHS) NOTES: <br />FINISHED SLAB MUST MAINTAIN NO MORE THAN 1/4" OVER <br />20'-1" OUT OF LEVER IN ALL DIRECTIONS. <br />FINISHED SLAB MUST BE NO HIGHER THAN TOP OF <br />FINSHED RAIL MINUS THE THICKNESS OF THE FLOOR <br />OVERING AT ANY POINT. <br />COCRETE BACKFILL & THE CLEANING OF RAILS TO BE <br />DONE BY OTHERS. <br />(E) CONC. SLAB <br />CARPET TILE <br />3/8" STONE <br />TILE OVER <br />THINSBT <br />CONC.LEVELING <br />COMPOUND <br />SCHIENE 3/8" <br />ALIGN <br />MIN. <br />2"MAX. <br />1" <br />RUBBER INTREGRAL <br />TREAD & NOSING; <br />PROVID 2" MIN. <br />WARNING STRIP AT TOP <br />& BOTTOM TREADS <br />RUBBER INTREGRAL <br />TREAD & NOSING; SEE <br />FINISH PLAN <br />ST <br />09-30-2025 <br />O <br />ARCHITECT <br />FOFCALE <br />REN. <br />AT ARN <br />NO. <br />SE <br />LICNE <br />C-27893 <br />D <br />T <br />EC <br />HIT <br />ARC <br />DAVID SCHNEE <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />F R A N CN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />N D E N VA <br />,N I N G <br />CRAE <br />TCEIT <br />S C <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />0718 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />PERMIT SET 1ST ISSUANCE <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />09/29/2023 <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />REV # DESCRIPTION DATE <br />1 BACKCHECK REV-1 03.01.2024 <br />2 CITY REVIEW REV-1 08.02.2024 <br />3 CITY REVIEW REV-2 10.18.2024 <br />4 CITY REVIEW REV-3 01.27.2025 <br />5 CITY REVIEW REV-4 04.07.2025 <br />6 CITY REVIEW REV-5 06.27.2025 <br /> <br />REVIEWED FOR CONSTRUCTABILITY: <br /> 80470 <br />SEAN THOMAS. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />RECOMMENDED FOR CONSTRUCTION: <br /> 62968 <br />JASON GABRIEL. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />A9.2-1 <br />INTERIOR DETAILS <br />- FLOOR AND BASE <br /> 3" = 1'-0"01 IFL - FLOORING TRANSITIONS <br /> 3" = 1'-0"09 IFL - WALL BASE DETAILS <br /> 6" = 1'-0"11 IFL - TYPICAL CHANGE IN LEVEL <br /> 6" = 1'-0"2 IFL - MOBILE COMPACT SHELVING RECESSED RAIL DETAILS <br /> 3" = 1'-0"12 IFL - FLOORING STONE TILE TRANSITION <br />#020 <br />ASI <br />15 IFL - PATCHING HOLES ON CATWALK PLAN <br />CONDITOIN A: PANEL LEFT IS WIDER THAN 3" <br />CONDITOIN B: PANEL LEFT IS LESS THAN 3" <br />14 IFL - PATCHING WEB PLATE SECTOIN <br />#107 <br />RFI <br /> 3" = 1'-0"10 IFL - RUBBER STAIR TREAD @ STAIR #1, #2 & #3 <br />#016.1 <br />ASI