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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 />12 <br />10 <br />9 <br />8 <br />7 1 <br />2 <br />3 <br />4 <br />5 <br />6 D4.1 <br />ARCHITECTURAL <br />EXTERIOR <br />DETAILS <br />VARIES <br />ROUGH OPNG. PER CONDITION <br />4" <br />MI <br />N <br />. <br />4" <br />MIN. <br />4"MIN.PE <br />R <br /> <br />P <br />L <br />A <br />N <br />SCALE:1 1/2" = 1'-0" <br />PAN FLASHING AT FLUSH DOOR <br />04.2.01 <br />26 GAUGE G.I. FLASHING SET IN MASTIC. <br />PROVIDE SEALANT AT ALL SEAMS (TYP.) <br />1/4" HIGH LIP <br />4" <br />MIN. <br />4" <br />MI <br />N <br />. <br />TYP. INTERIOR WALL GYP. BOARD ON EACH <br />SIDE OF 2 X STUDS AT 16" O.C. <br />PRESSURE TREATED 2x SILL PLATE w/ SHOT <br />PIN ANCHOR PER REPORT ESR-1663 - OR <br />APPROVED EQUAL. <br />SCALE:3" = 1'-0" <br />INTERIOR WALL SOLE PLATE <br />13.2.01 <br />ROUGH OPNG. PER CONDITION <br />4" <br />MI <br />N <br />. <br />RETURN PER PLAN <br />4" MIN <br />. <br />DR <br />O <br />P <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />SCALE:1 1/2" = 1'-0" <br />PAN FLASHING AT RECESSED DOOR <br />04.2.07 <br />26 GAUGE G.I. FLASHING SET IN <br />MASTIC. <br />PROVIDE SEALANT AT ALL SEAMS <br />(TYP.) <br />1/4" HIGH LIP <br />RETU <br />R <br />N <br />PER P <br />L <br />A <br />N <br />RE <br />C <br />E <br />S <br />S <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />RECE <br />S <br />S PER <br /> <br />P <br />L <br />A <br />N <br />4" <br />MI <br />N <br />. <br />SCALE:3" = 1'-0" <br />GRILLE DETAIL <br />GRILLE_2 <br />CONCRETE WALL <br />SEALANT <br />2 <br />1 <br />/ <br />2 <br />" <br />METAL GRILLE JAMB GUIDE ASSEMBLY PER <br />MFGR. <br />METAL GRILLE ASSEMBLY <br />SCALE:1/2" = 1'-0" <br />METAL GRILLE <br />METAL GRILLE <br />METAL GRILLE <br />9' <br />- <br />6 <br />" <br />8' <br />- <br />0 <br />" <br />6'-0"3'-0"6'-0" <br />1-1/2" SQ. <br />TUBULAR STEEL <br />FRAME <br />2' <br />- <br />6 <br />" <br />5' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />6 <br />" <br />5' <br />- <br />6 <br />" <br />SIZE A SIZE B SIZE C <br />5 <br />D4.1 <br />SCALE:3" = 1'-0" <br />DECK TO WALL FLASHING <br />04.3.01 <br />EXTERIOR STUCCO PER GCR SHEETS, <br />DIVISION 9.2.3 <br />2" <br />MI <br />N <br />. <br />2" <br />SLOPE <br />1/4" = 1'-0" <br />2X DECK JOIST, SEE STRUCTURAL PLANS <br />2X FLOOR JOIST, SEE STRUCTURAL PLANS <br />WESTCOAT WATERPROOF MACOAT SYSTEM <br />OVER BALCONY. INSTALL PER MANUF. <br />SPEC. <br />EXACOR UNDERLAYMENT ON TOP OF <br />PLYWOOD STRUCTURAL PANEL. INSTALL <br />PER MANUF. SPEC'S <br />EXTERIOR STUCCO PER GCR SHEETS, <br />DIVISION 9.2.3 <br />EXTERIOR GRADE PLYWOOD, SEE <br />STRUCTURAL PLAN <br />6" <br />MI <br />N <br />. <br />26 GA. G.I. STUCCO WEEP SCREED <br />26 GA. G.I. BONDERIZED FLASHING MIN. 4" <br />ON DECK AND 6" HEIGHT. <br />4" <br />MIN. <br />SCALE:1 1/2" = 1'-0" <br />HEIGHT WARNING BEAM <br />17.1.39 <br />1'-0" <br />1' <br />- <br />0 <br />" <br />5" <br /> <br />M <br />I <br />N <br />. <br />3" <br />8' <br />- <br />2 <br />" <br /> <br />T <br />O <br /> <br />F <br />I <br />N <br />. <br /> <br />F <br />L <br />R <br />. <br />SOLID ANCHORAGE <br />FRAMING ABOVE <br />3"x4 1/2" x 1/4" THK. STEEL <br />CHANNEL FORMED AS <br />SHOWN <br />1 3/4" ROUND <br />METAL BOLT W/ <br />COMPRESSION <br />SPRING AND <br />NY-LOCK NUTS <br />1 1/4" SQ. x 12 GA. STEEL <br />TUBE 8'-0" OC <br />2"x12" THIN WALL <br />TUBE STEEL CAP <br />ENDS & GRIND <br />SMOOTH <br />NOTE: AFTER FABRICATION FIELD PAINT COMPLETE CONFIRM <br />COLOR WITH OWNER <br />9'-0" LONG (FIELD VERIFY) <br />CENTER IN OPENING <br />PARKING CLEARANCE SIGN AS PER SIGNAGE PLANS <br />- VERIFY WITH DEVELOPER. <br />CONC. PODIUM <br />SCALE:3/4" = 1'-0" <br />BICYCLE RACKS <br />17.1.16 <br />2 3 4 5 61 7 <br />RACK BY 'CYCLOPS' OR EQUAL <br />ANCHOR PER MANUFACTURER'S <br />RECOMENDATIONS <br />3'-3"2'-0" <br />3' <br />- <br />0 <br />" <br />LOCATIONS AND NUMBER OF BICYCLE SPACES <br />REFER TO GARAGE PLANS FOR APPROX. <br />AT EACH LOCATION. INSTALL PER MFR. <br />RECOMENDATIONS FOR CLEARENCES TO ADJ. <br />WALLS OR COLUMNS <br />SCALE:3" = 1'-0" <br />WALL PROTECTOR @ TRASH ROOM <br />17.1.17 <br />3X10 PTDF BUMPER ALL <br />AROUND TRASH ROOM - <br />ATTACH WITH 1/2" LAG BOLTS <br />IN EXP. SHIELDS BOLTS AT <br />48" O.C. AND 12 " MAX FROM <br />ENDS <br />COUNTERSINK AND FILL <br />BOLT HOLES <br />CONCRETE OR C.M.U. <br />WALL <br />MI <br />N <br />M <br />I <br />U <br />M <br /> <br />4 <br />' <br />- <br />0 <br />" <br /> <br />( <br />V <br />E <br />R <br />I <br />F <br />Y <br />) <br />SCALE:1 1/2" = 1'-0" <br />BOLLARD DETAIL <br />17.1.18 <br />3' <br />- <br />0 <br />" <br />2' <br />- <br />6 <br />" <br />3" <br />16" DIA. <br />1/2" MIN. RAISED CONCRETE DOME <br />6" Ø STEEL PIPE BOLLARD. TO BE <br />"REFLECTORIZED". <br />CONCRETE SLAB. SEE <br />STRUCTURAL DWGS. <br />16" Ø CONC. FOOTING <br />4 - #4 VERTICAL BARS <br />3 - #4 TIES