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11 <br />12 <br />10 <br />9 <br />8 <br />7 1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />32 <br />2 <br /> <br />N <br />. <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br /> <br />B <br />L <br />V <br />D <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />SHEET NUMBER <br />2 0 2 4 0 1 0 <br />SHEET TITLE <br />PROJECT NUMBER <br />REVISIONS <br />NO.DATE NO.DATE <br />HANNOUCHE ARCHITECTS <br />EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT <br />AND OTHER PROPERTY RIGHTS INHERENT IN <br />THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, <br />FIELD NOTES AND ASSOCIATED DOCUMENTS <br />ARE INSTRUMENTS OF SERVICE AND ARE THE <br />PROPERTY OF HANNOUCHE ARCHITECTS. <br />ALL INFORMATION CONTAINED IN THESE DRAWINGS, <br />ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED <br />DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT <br />BE REPRODUCED, DISCLOSED, CHANGED, COPIED, <br />OR USED OTHERWISE IN ANY FORM OR MANNER <br />WHATSOEVER, WITHOUT FIRST OBTAINING THE <br />EXPRESSED WRITTEN PERMISSION AND CONSENT <br />OF HANNOUCHE ARCHITECTS. <br />HANNOUCHE ARCHITECT c 2021 <br />HANNOUCHE <br />ARCHITECTS <br />949.261.2070 <br />SAMIR HANNOUCHE, ARCHITECT <br />20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 <br />May 9, 2025 <br />1 CORR <br />12/10/24 <br />BLDG <br />A CORR <br />3/18/25 <br />OCFA <br />2 CORR <br />4/09/25 <br />BLDG <br />DATE SIGNED2 <br />3 CORR <br />5/09/25 <br />BLDG <br />D5.2 <br />ARCHITECTURAL <br />STAIR <br />DETAILS <br />VARIES <br />CONCRETE-FILLED STEEL <br />PAN TREAD AND RISER <br />STEEL CHANNEL <br />STRINGER, PER <br />STRUCTURAL DRAWINGS <br />11 <br />4" X 11 <br />4" X 1 <br />8" STEEL <br />ANGLE AT RISER & <br />TREAD (TYP) <br />FINISH FLOOR <br />STEEL FRAME, PER <br />STRUCTURAL <br />DRAWINGS <br />CONCRETE-FILLED AT TOP RISER <br />11"MIN. (TYP.) <br />TREAD <br />7" <br /> <br />M <br />A <br />X <br /> <br />( <br />T <br />Y <br />P <br />. <br />) <br />RI <br />S <br />E <br />R <br />CONCRETE-FILLED STEEL PAN <br />TREAD AND RISER <br />11 <br />4" X 11 <br />4" X 1 <br />8" STEEL <br />ANGLE AT RISER & <br />TREAD (TYP) <br />FLOOR FINISH O/ CONCRETE <br />SLAB/BEAM PER STRUCTURAL <br />DRAWINGS <br />STEEL CHANNEL STRINGER, SEE <br />STRUCTURAL <br />11"MIN. (TYP.) <br />TREAD <br />7" <br /> <br />M <br />A <br />X <br /> <br />( <br />T <br />Y <br />P <br />. <br />) <br />RI <br />S <br />E <br />R <br />SCALE:1 1/2" = 1'-0" <br />INTERIOR - STRINGER TO LANDING <br />ST-R 14 <br />1 1/4" X 1 1/4" X 1/8" STEEL <br />ANGLE AT RISER & TREAD (TYP) <br />PER PLAN - 10" MIN. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />7 <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />CONCRETE-FILLED STEEL PAN TREAD AND <br />RISER <br />FINISH FLOOR <br />STEEL CHANNEL STRINGER, SEE <br />STRUCTURAL DRAWINGS <br />STEEL FRAME, PER STRUCTURAL <br />DRAWINGS <br />FLOOR CONCRETE (@ BASEMENT LEVEL B-1) <br />SCALE:1 1/2" = 1'-0" <br />INTERIOR - STRINGER TO FLR. <br />ST-R 16 <br />WOOD FLOORING O/ 1/4" RUBBER MAT O/ <br />1 1/2" LIGHTWEIGHT CONCRETE <br />1 1/4" X 1 1/4" X 1/8" STEEL <br />ANGLE AT RISER & TREAD (TYP) <br />PER PLAN - 10" MIN. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />7 <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />CONCRETE-FILLED STEEL PAN TREAD AND <br />RISER <br />STEEL CHANNEL STRINGER, SEE <br />STRUCTURAL DRAWINGS <br />EXPANSION BOLT <br />A <br />C <br />B <br />1 1/2"-2" <br />1 1/2"-2"1 1/2" <br />MIN. <br />SCALE:3" = 1'-0" <br />HANDRAIL GRIP DETAIL <br />ST-R 18 <br />NOTE: <br />HANDRAIL & INSTALLATION SHALL MEET THE REQ. OF THE <br />CURRENT EDITION CBC SEC. 1013.2. EXCEPT. #1 <br />GU <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br /> <br />M <br />I <br />N <br />. <br /> <br />4 <br />2 <br />" <br /> <br />A <br />T <br /> <br />L <br />A <br />N <br />D <br />I <br />N <br />G <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />HA <br />N <br />D <br />R <br />A <br />I <br />L <br />: <br /> <br />M <br />I <br />N <br />. <br /> <br />3 <br />4 <br />" <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br /> <br />F <br />R <br />O <br />M <br /> <br />S <br />T <br />A <br />I <br />R <br /> <br />T <br />R <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />HA <br />N <br />D <br />R <br />A <br />I <br />L <br />: <br /> <br />3 <br />4 <br />" <br /> <br />( <br />M <br />I <br />N <br />. <br />) <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br /> <br />( <br />M <br />A <br />X <br />. <br />) <br />AB <br />O <br />V <br />E <br /> <br />S <br />T <br />A <br />I <br />R <br /> <br />T <br />R <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />PLAN <br />AT WALL <br />AT OUTSIDE OF STAIR <br />BALUSTER - MATCH <br />APPROPRIATE STYLE PER <br />DEVELOPER <br />TYPICAL GUARDRAIL <br />METAL WALL BRACKET W/ <br />250 LB. WORKING CAPACITY <br />AT 4'-0" O.C. (MAX.) <br />RETURN TO <br />WALL WHERE <br />SHOWN, SEE <br />PLANS <br />TOP RAIL - MATCH <br />APPROPRIATE STYLE PER <br />DEVELOPER <br />4" <br /> <br />M <br />A <br />X <br />. <br />FR <br />O <br />M <br /> <br />E <br />N <br />D <br />WELD BRACKET TO RAIL <br />SCALE:1 1/2" = 1'-0" <br />INTERIOR - STRINGER TO FLR. <br />ST-R 20 <br />3/4" PLYWOOD FLOOR SHEATHING <br />FLOOR CONCRETE @ PODIUM LEVEL) <br />1 1/4" X 1 1/4" X 1/8" STEEL <br />ANGLE AT RISER & TREAD (TYP) <br />PER PLAN - 10" MIN. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />7 <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />STEEL CHANNEL STRINGER, SEE <br />STRUCTURAL DRAWINGS <br />CONCRETE-FILLED STEEL PAN TREAD AND <br />RISER <br />FINISH FLOOR O/ GYPCRETE O/ ACOUSTIC <br />MAT <br />SCALE:3" = 1'-0" <br />TACTILE EXIT STAIR DOOR SIGNAGE <br />22.01.02 <br />5'-0"A.F.F.LC <br />EXIT <br />STAIR <br />LC <br />8" <br />GRADE 2 BRALLE, STATING SAME AS TEXT <br />ON SIGN <br />1/32" RAISED HELVETICA MEDIUM <br />CAPS, TYP.8" <br />6" TO EDGE OF DOOR JAMB AT <br />STRIKE SIDE, U.O.N, TYP <br />DOWN <br />EQ.EQ. <br />RADIUS CORNERS, TYP. <br />WHITE LETTERS ON BACKGROUND COLOR <br />TO BE SELECTED <br />1 <br />1 <br />/ <br />2 <br />" <br />1" <br />R5/8" <br />EXIT <br />STAIR <br />UP <br />1 <br />1 <br />/ <br />2 <br />" <br />1" <br />SCALE:3" = 1'-0" <br />ROOM IDENTIFICATION SIGN <br />22.01.03 <br />5'-0"A.F.F.LC <br />ROOM <br />LC <br />10" <br />GRADE 2 BRALLE, STATING SAME AS TEXT <br />ON SIGN <br />1/32" RAISED HELVETICA MEDIUM <br />CAPS, TYP. <br />5" <br />6" TO EDGE OF DOOR JAMB AT <br />STRIKE SIDE, U.O.N, TYP <br />NAME <br />EQ.EQ. <br />RADIUS CORNERS <br />WHITE LETTERS ON BACKGROUND COLOR <br />TO BE SELECTED <br />1" <br />1" <br />1" <br />1" <br />1" <br />R5/8" <br />1ST THRU 4TH <br />5'-0"A.F.F.LC <br />STAIR 14 <br />STAIRWAY I.D. <br />FLOOR LEVEL <br />LC <br />SCALE:3" = 1'-0" <br />STAIRWAY IDENTIFICATION SIGNAGE <br />22.01.00 <br />1'-0" <br />"RAISED 5 POINTED STAR" ONLY AT <br />DISCHARGE LEVEL <br />GRADE 2 BRALLE, STATING SAME AS TEXT <br />ON SIGN <br />UPPER & LOWER TERMINUS OF STAIRWAY <br />1/32" RAISED HELVETICA MEDIUM <br />CAPS, TYP. <br />1' <br />- <br />0 <br />" <br />2" <br />1" <br />5" <br />1" <br />1" <br />6" TO EDGE OF DOOR JAMB AT <br />STRIKE SIDE, U.O.N, TYP <br />RADIUS CORNERS, TYP.R5/8 <br />"