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1 HOUR RATED AND STC 50 <br />TO 54 PER GA FILE No. WP <br />3242 <br />1 LAYER 5/8" TYPE 'X' GYP. BD. <br />EACH SIDE <br />3" MIN. BATT INSULATION <br />MIN. 2X4 STUDS AT 24" O.C., <br />SEE STRUCTURAL DRAWINGS <br />RESILIENT CHANNELS <br />PERPENDICULAR TO JOISTS <br />AT 16" O.C. <br />PROVIDE FIRE BLOCKING AT 10'-0" <br />HORIZONTALLY AND VERTICALLY <br />FIRE-RESISTANCE-RATED FLOOR/CEILING AND WALL <br />ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST <br />THE EXTERIOR WALL, AND WALL ASSEMBLIES SHALL <br />EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF <br />THE ROOF SHEATHING. <br />NOTE: WHERE PENETRATIONS OCCUR, <br />PROVIDE UL-LISTED FIRESTOP AND <br />ACOUSTICAL SEALANT SYSTEMS TO <br />MAINTAIN REQUIRED FIRE-RESISTANCE <br />AND STC RATING. <br />NOTE: CONTRACTOR MAY PROVIDE ANY EQUIVALENT 1- <br />HOUR FIRE-RATED INTERIOR PARTITION ASSEMBLY <br />MEETING STC 50 –54. DETAIL SHOWN IS A BASELINE <br />REFERENCE (GA WP 3242). <br />CONTRACTOR MAY SUBMIT MANUFACTURER CUT SHEETS <br />OF THEIR SELECTED SYSTEM TO THE <br />BUILDING INSPECTOR FOR FINAL APPROVAL. <br />PENETRATIONS SHALL BE PROTECTED BY AN <br />APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED <br />AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL <br />1479, WITH A POSITIVE PRESSURE DIFFERENTIAL OF <br />NOT LESS THAN 0.01 INCH OF WATER (3 PA) AND SHALL <br />HAVE AN F RATING OF NOT LESS THAN THE REQUIRED <br />FIRE-RESISTANCE RATING OF THE WALL OR FLOOR- <br />CEILING ASSEMBLY PENETRATED (CRC R302.4.1.2). <br />2 <br />SEE PLAN <br />ROOFING (SEE PLAN) <br />2X BLK'G <br />1x4 OVER 2x6 <br />FASCIA <br />1X4 ''V'' GROOVE T+G SOFFIT <br />OVER 5/8'' TYPE 'X' GYP. BD WHEN <br />LESS THAN 5'-0" TO PROPERTY LINE <br />FOR 1 HOUR FIRE RATING <br />STUCCO EXT. FINISH <br />1/2" GYP. WHERE SLOPE <br />CEILING OCCURS. <br />GA <br />P1" <br />IF EAVE IS < 5' TO PL: 1-HR FIRE <br />RATED ROOF EAVE IS <br />PROVIDED. NO OPENINGS ARE <br />ALLOWED ON THE UNDERSIDE <br />OF THE EAVES. <br />THE FIRE-RESISTANCE RATING <br />SHALL BE REDUCED TO 0 <br />HRS ON THE UNDERSIDE OF <br />THE EAVE OVERHANG IF <br />FIREBLOCKING IS PROVIDED <br />FROM THE WALL TOP <br />PLATE TO THE UNDERSIDE OF <br />THE ROOF SHEATHING <br />2 <br />FLOOR LEVEL <br />OPENABLE <br />AREA <br />EMERGENCY ESCAPE/ RESCUE OPENING (R310) <br />SINGLE CASEMENT: 2-4 <br />X 4-0, 2-6 X 3-6 <br />DOUBLE CASEMENT: 4-8 X <br />4-0 <br />CASEMENT/ FIXED <br />COMBO: 7-0 X 4-0 <br />OTHER WINDOW TYPES <br />REQUIRE MNFR. DATA <br />SINGLE/ DOUBLE <br />HUNG: 3-0 X 5-0, 3-0 <br />X 5-6 ,3-4 X 5-0, 3-8 <br />X 5-0, 4-0 X 5-0 <br />SLIDER: 4-0 X 4-0, 5-0 <br />X 3-6, 6-0 X 3-0 <br />SLIDER/ FIXED COMBO: <br />8-0 X 4-0, 10-0 X 4-0, 12-0 <br />X 3-0 <br />5.7 S.F. <br />• <br />• <br />• <br />20" MIN. CLEAR WIDTH <br />24" MIN. CLEAR HEIGHT <br />5.0 SF MIN. OPENABLE AREA AT GRADE <br />FLOOR ONLY, 5.7 SF MIN. ELSEWHERE. <br />APPROXIMATE WINDOW SIZES ALLOWING FOR 5.0 SF. TO MEET <br />MINIMUM EGRESS REQUIREMENTS <br />OPENABLE <br />AREA <br />5. <br />7 <br /> <br />S <br />. <br />F <br />. <br />41 <br />" <br /> <br /> <br />C <br />L <br />E <br />A <br />R <br />CLR. <br />20" MIN. <br /> CLEAR <br />34" <br />CL <br />R <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />VERIFY ACTUAL WINDOW DIMENSIONS WITH MANUFACTURER. <br />MA <br />X <br />. <br /> <br />4 <br />4 <br />" <br />5.0 S.F. <br />5. <br />0 <br /> <br />S <br />. <br />F <br />. <br />5" <br />4" <br />? <br />SLOPE GRADE <br />2% MIN. FOR 60" <br />SHEARWALL <br />PER PLAN <br />3/ <br />8 <br />" <br />STUD WALL <br />PER PLAN <br />7/8" (3) COAT CEMENT <br />STUCCO INSTALL PER <br />CRC SECTION R703 <br />MI <br />N <br />. <br />8" <br />CORROSION RESISTANT <br />WEEP SCREED 26 GAUGE <br />MIN. <br />MI <br />N <br />. <br />4" <br />SHEARWALL <br />PER PLAN <br />3/ <br />8 <br />" <br />STUD WALL <br />PER PLAN <br />7/8" (3) COAT CEMENT <br />STUCCO INSTALL PER <br />CRC SECTION R703 <br />2" <br /> <br />M <br />I <br />N <br />. <br />SLOPE 2% <br />MIN. FOR 60" <br /> <br />WEEP SCREED 26 GA <br />MIN. "J" or "L" PROFILE <br />EXTERIOR <br />FLATWORK <br />PER PLAN <br />BACKER ROD & <br />SEALANT <br />2" <br /> <br />M <br />I <br />N <br />. <br />NTS <br />1 HOUR STC 50 TO 54 INTERIOR PARTITION1 NTS <br />EAVE TYP.2 <br />Scale <br />THESE PLANS ARE THE <br />PROPERTY OF MICHAEL'S <br />DRAFTING LLC. THEY ARE <br />PROVIDED AS A SERVICE AND <br />ARE PROTECTED BY <br />COPYRIGHT. ANY COPYING, <br />REPRODUCTION, OR <br />REDISTRIBUTION OF THESE <br />PLANS WITHOUT EXPLICIT <br />WRITTEN PERMISSION FROM <br />THE OWNER IS STRICTLY <br />PROHIBITED. <br />AS NOTED <br />Michael Barber <br />michaelsdrafting <br />(909) 486-3789 <br />Drafter / Designer <br />Rohit Grandhi <br />Grandhi Consults. <br />(908) 858-6325 <br />Structural Engineer <br />Oscar Bautista <br />T24 PRO <br />(626) 434-0930 <br />T24 Consultant <br />3/3/2026 <br />3/ <br />3 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />1 <br />: <br />1 <br />3 <br />: <br />0 <br />7 <br /> <br />P <br />M <br />AD <br />ADU: 805 E <br />Clemensen <br />Ave Unit# 2 <br />ADU PROJECT <br />ARCHITECTURAL <br />DETAILS <br />NTS <br />AIP - Doorbell3 <br />NTS <br />AIP - Electrical4 NTS <br />AIP - Grab Bars5 NTS <br />AIP - Interior Doors6 <br />NTS <br />EGRESS REQUIREMENTS7 NTS <br />WEEP SCREED TYPICAL8 <br />2 <br />NTS <br />WEEP SCREED @ HARDSCAPE TYPICAL9 <br />2 <br />No.Description Date <br />2 BLDG PC2 1/30/2026