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8' <br />- <br />0 <br />" <br />11 <br />' <br />- <br />7 <br />" <br />11 <br />' <br />- <br />7 <br />" <br />8' <br />- <br />0 <br />" <br />11 <br />' <br />- <br />1 <br />" <br />8' <br />- <br />0 <br />" <br />11 <br />' <br />- <br />1 <br />" <br />8' <br />- <br />0 <br />" <br />6' <br />- <br />8 <br />" <br />6' <br />- <br />8 <br />" <br />6' <br />- <br />8 <br />" <br />CLG' <br />MAX HT.MAX HT. <br />MAX HT.MAX HT. <br />CLG' <br />CLG'CLG' <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />4:12 <br />4:12 <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />D <br />A <br />T <br />E <br />: <br />Ju <br />n <br /> <br />2 <br />6 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />( <br />1 <br />1 <br />: <br />1 <br />1 <br /> <br />A <br />M <br />) <br />SHEET #: <br />JO <br />B <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />94 <br />1 <br /> <br />W <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br />/ <br />9 <br />4 <br />1 <br /> <br />W <br />MC <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <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 />7 <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />BY <br />: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />RE <br />V <br />I <br />E <br />W <br />E <br />D <br /> <br />B <br />Y <br />: <br />PE <br />R <br />M <br />I <br />T <br /> <br />N <br />O <br />. <br />-- <br />C. <br />S <br />. <br />A. <br />C <br />. <br />C. <br />S <br />. <br />DE <br />S <br />I <br />G <br />N <br /> <br />G <br />R <br />O <br />U <br />P <br />: <br />ENGINEER OF RECORD: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />HO <br />M <br />E <br />RE <br />M <br />O <br />D <br />E <br />L <br />/ <br />( <br />N <br />) <br />AD <br />U <br />SSDSTA <br />N <br />D <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />CIV <br />I <br />L <br />- <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />Located at: <br />17940 Ventura Blvd. <br />Encino, CA 91316 <br />Call: <br />(213) 373-4513 <br />A. <br />C <br />. <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />RO <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br />01-A4 <br />EAST ELEVATION VIEW <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />SOUTH ELEVATION VIEW <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />WEST ELEVATION VIEW <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />NORTH ELEVATION VIEW <br />SHOWING AREA OF WORK SCALE: 3/8"=1'-0" <br />TYPICAL EGRESS WINDOW TYPICAL WEEP SCREED DETAIL <br />5.7 MIN. SQ. FT. CLEAR OPENING <br />NOTE: <br />THESE DIMENSIONS SHOW MIN. <br />CLEARANCE ONLY. 20" X 24" <br />3.32 SQ. FT. (NOT LEGAL) <br />FINISHED <br />FLOOR <br />TOP OF FINISHED <br />WINDOW SILL <br />EGRESS OPENING <br />NOTE: <br />PROVIDE GLAZING AREA OF NOT LESS THAN 10% OF THE <br />FLOOR AREA. PROVIDE NATURAL VENTILATION BY MEANS <br />OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT <br />LESS THAN 5% OF THE FLOOR AREA, WITH A MIN. OF 5 <br />SQ. FT.. <br />FOOTING <br />corrosion-resistant <br />weep screed with a <br />minimum vertical <br />flange of 3 1/2 inches <br />2 LAYERS OF <br />GRADE D PAPER <br />4" <br /> <br />M <br />I <br />N <br />GRADE <br />PAVING <br />2" <br /> <br />M <br />I <br />N <br />. <br />CertaFlash flex Flashing beyond <br />Installed window <br />CertainTeed Restoration Millwork trim board <br />"Z" flashing, extending 1" each side. <br /> 2" vertical leg recommended. <br />Weather resistance barrier <br />Shim as required <br />TYPICAL WINDOW FLASHING12 3 <br />ARCH KEY NOTES: <br />1 RADEONEOAUOEM <br />(LARRER)OREUOMAH <br />EN <br />CLASS 'A' RATED COMP. SHINGLE ROOF - OVER MIN. 30# FELT OVER <br /> PLYWOOD SHTG. PER STRUCT., TYP. ICC - 1463 (USE OWENS CORNING <br /> SHINGLES, (CRRC 0890-0010 OR EQ.) (U.N.O.) <br />2 <br />3 OHAGIN STANDARD "FLAT STYLE ATTIC VENT <br />ATTIC VENTILATION CALCULATION <br />TOTAL NEW ATTIC AREA : 720 SQ. FT. <br />PROVIDE VENTILATION EQUAL TO 1/150 <br />USE EAVE VENTS AND EYEBROW VENTS <br />720/150= 4.8 SF X 144 SQ IN PER SQ FT = 691.2 SQ IN <br />10 X OHAGIN STANDARD "FLAT" STYLE ATTIC VENT (72 SQ. IN NFVA EA.) = 144 SQ. IN. <br />TOTAL VENTING PROVIDED = 720 SQ IN <br />TOTAL VENT REQUIRED = 691.2 SQ. IN <br />ROOF PLAN <br />SHOWING AREA OF WORK SCALE: 3/16"=1'-0" <br />1 <br />1 <br />1 <br />1 <br />22 <br />2 2 <br />3