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SLOPE 1/4"/FT. <br />SCALE:3" = 1'-0" <br />FULL HEIGHT GUARDRAIL DETAIL <br />04.1.01 SCALE:3" = 1'-0" <br />GUARDRAIL DETAIL <br />04.1.01 <br />SLOPE 1/4"/FT. <br />42 <br />" <br /> <br />M <br />I <br />N <br />. <br />2' <br />- <br />0 <br />" <br />1' <br />- <br />6 <br />" <br />VERTICAL SOLID STEEL, SEE <br />STRUCTURAL PLAN <br />1-1/2" TOP HANDRAIL <br />CAULK <br />EXTERIOR STUCCO PER GCR <br />SHEETS, DIVISION 9.2.3 <br />DECK JOISTS PER STRUCT. - SLOPE MIN. <br />1/2" PER FT. TO DRAIN. <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />HORIZONTAL RAIL SOLID STEEL, <br />SEE STRUCTURAL <br />METAL MOUNTING BRACKET <br />SET OVER CONTINUOUS BEAD <br />OF SEALANT OVER (1) 12" SQ. <br />LAYER BITUTHENE. SEE <br />STRUCTURAL PLAN FOR <br />ATTACHMENT INFORMATION <br />METAL MOUNTING BRACKET SET OVER <br />CONTINUOUS BEAD OF SEALANT OVER (1) <br />12" SQ. LAYER BITUTHENE. SEE <br />STRUCTURAL PLAN FOR ATTACHMENT <br />INFORMATION <br />26 GA. G.I. FLASHING WITH DRIP EDGE <br />DECK JOISTS PER STRUCT. - SLOPE MIN. <br />1/2" PER FT. TO DRAIN. <br />EXTERIOR STUCCO PER GCR-2, DIVISION <br />9.2.3 <br />WESTCOAT - ALX STANDARD WITH WATER <br />BASED STAIN BLENDS FINISH IN RAVEN <br />COLOR. INSTALL PER MANUF. SPEC. <br />BITUTHENE MEMBRANE AT PENETRATION <br />SCALE:3" = 1'-0" <br />GUARDRAIL DETAIL <br />04.1.01 <br />SCALE:3" = 1'-0" <br />GUARDRAIL DETAIL <br />04.1.01 <br />1' <br />- <br />6 <br />" <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />8"4'-0" <br />MAX <br />INTERMEDIATE POST VERTICAL <br />SOLID STEEL, SEE <br />STRUCTURAL PLAN <br />HORIZONTAL RAIL SOLID STEEL, <br />SEE STRUCTURAL PLAN <br />CORNER POST VERTICAL SOLID <br />STEEL, SEE STRUCTURAL <br />TOP HANDRAIL, SEE <br />STRUCTURAL PLAN <br />STUCCO LOW WALL <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />EQ <br />3. <br />9 <br />9 <br />" <br /> <br />M <br />A <br />X <br />42 <br />" <br /> <br />M <br />I <br />N <br />. <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />8"4'-0" <br />MAX <br />3 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />4" <br />3" <br />METAL SCUPPER <br />SCALE:3" = 1'-0" <br />GUARDRAIL DETAIL <br />04.1.01 <br />SLOPE 1/4"/FT. <br />42 <br />" <br /> <br />M <br />I <br />N <br />. <br />CAULK <br />EXTERIOR STUCCO PER GCR <br />SHEETS, DIVISION 9.2.3 <br />WESTCOAT - MAcoat WITH WATER-BASED <br />STAIN BLENDS FINISH IN RAVEN COLOR <br />INSTALL PER MANUF. SPEC. <br />4" <br />3" <br />METAL SCUPPER <br />4" <br />1 1/2" <br />PODIUM SLAB <br />APPLY 1 1/2" THK. HIGH DENSITY FOAM O/ <br />THE BROWN COAT OF AN EXT. STUCCO <br />SYSTEM. SEE ELEV. FOR SIZE AND SHAPE. <br />SLOPE TOP 1/4" PER FT. MIN. APPLY FINISH <br />COAT OVER FOAM. <br />SLOPE 1/4"/FT. <br />2X FRAMING <br />BITUTHENE MEMBRANE <br />RETURN VERTICAL 6" MIN. <br />T.O.W. <br />EXTERIOR PLYWOOD SHEATHING. INSTALL <br />PER MANUF. SPEC. <br />WESTCOAT - ALX STANDARD WITH WATER <br />BASED STAIN BLENDS FINISH IN RAVEN <br />COLOR. INSTALL PER MANUF. SPEC. <br />EXTERIOR PLYWOOD SHEATHING. INSTALL <br />PER MANUF. SPEC. <br />POUR IN PLACE CONCRETE <br />HORIZONTAL RAIL SOLID STEEL, <br />SEE STRUCTURAL PLAN <br />CORNER POST VERTICAL SOLID <br />STEEL, SEE STRUCTURAL <br />INTERMEDIATE POST VERTICAL <br />SOLID STEEL, SEE <br />STRUCTURAL PLAN <br />TOP HANDRAIL, SEE STRUCTURAL <br />PLAN <br />11 <br />12 <br />10 <br />9 <br />7 1 <br />3 <br />4 <br />5 <br />6 D4.2 <br />ARCHITECTURAL <br />DETAILS <br />VARIES <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 />HORIZONTAL EXPANSION JOINT VERTICAL EXPANSION JOINT