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(E) <br />RND <br />POST <br />(E) <br />RND <br />POST <br />(E) <br />RND <br />POST <br />(E) STEEL GIRDER <br />(E) STEEL GIRDER <br />(E) STEEL GIRDER <br />(E) 4x12 <br /> PURLINS, TYP <br />(E) 2x4 @ 24" OC RJ, TYP <br />19 <br />' - 0" <br />2 <br />S1.0 <br />2 <br />S1.0 <br />2 <br />S1.0 <br />2 <br />S1.0 <br />SIM <br />SIM <br />(N) WOOD ROOF TOP SCREEN WALL, TYP <br />(E) CONC EXT WALL BLW, TYP <br />(3) 1x8 BOARD W / (2) SDS25300 EA END INTO POST <br />4x4 POST @ 8'-0" OC <br />ABU POST BASE W/ 1/2" DIA LAG SCREW INTO SLEEPER <br />4x8 FLAT SLEEPER W/ (2) ROWS 1/2" DIA x 6" LONG LAG SCREWS INTO (E) JOISTS BLW <br />REPAIR ROOFING/WATERPROOFING MEMBRANE AS REQ'D <br />(E) GIRDER <br />(E) RJ <br />(4) SDS25412 <br />3x6 1H:1V DIAGONAL BRACE <br />A35 EA SIDE <br />4x12 FLAT SLEEPER W/ (2) ROWS 1/2" DIA x 6" LONG LAG SCREWS INTO (E) JOISTS BLW <br />(E) ROOFING AND SHEATHING <br />NOTE: <br />ALL WOOD MEMBERS ARE PT. <br />1. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, DEPRESSIONS, CURBS, ETC., WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION.2. FOR FINISH FLOOR ELEVATIONS, TOP OF WALL PLATE ELEVATIONS, AND ROOF ELEVATIONS, SEE ARCHITECTURAL DRAWINGS.3. AS-BUILT CONSTRUCTION, WHERE OCCURS, IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY THE STRUCTURAL DRAWINGS AGAINST THE EXISTING CONDITION BEFORE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER FOR ALL FIELD DISCREPANCIES AND CONFLICTS WITH THE EXISTING CONDITIONS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, PLANNING, ETC., REQUIRED TO EXECUTE THE INTENDED FINISHED CONSTRUCTION.5. CONTRACTOR SHALL EXERCISE CARE, CAUTION, AND PROVIDE PROTECTION AND AVOID DAMAGE TO THE PRIMARY STRUCTURAL ELEMENTS TO REMAIN. <br />NOTES: <br />S1.0 <br />1/8" = 1'-0"1 ROOF FRAMING PLAN <br />1" = 1'-0"2 ROOF TOP SCREEN SECTION <br />NS <br />E <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />u <br />m <br />b <br />e <br />r <br />: <br /> <br />1 <br />0 <br />4 <br />7 <br />. <br />0 <br />0 <br />0 <br />36 <br />5 <br /> <br />F <br />L <br />O <br />W <br />E <br />R <br /> <br />L <br />A <br />N <br />E <br />MO <br />U <br />N <br />T <br />A <br />I <br />N <br /> <br />V <br />I <br />E <br />W <br />, <br /> <br />C <br />A <br /> <br />9 <br />4 <br />0 <br />4 <br />3 <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />8 <br />8 <br />8 <br />) <br /> <br />3 <br />1 <br />1 <br />- <br />3 <br />0 <br />1 <br />5 <br /> <br />F <br />A <br />X <br />: <br /> <br />( <br />6 <br />5 <br />0 <br />) <br /> <br />6 <br />9 <br />5 <br />- <br />1 <br />8 <br />0 <br />1 <br />PL <br />A <br />N <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />RO <br />O <br />F <br /> <br />S <br />C <br />R <br />E <br />E <br />N <br /> <br />W <br />A <br />L <br />L <br />32 <br />0 <br />1 <br /> <br />S <br />. <br /> <br />H <br />a <br />l <br />l <br />a <br />d <br />a <br />y <br /> <br />S <br />t <br />. <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />RE <br />V <br /> <br /> <br /> <br /> <br /> <br />D <br />A <br />T <br />E <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SIGN DATE: <br />3/14/2023 12:28:21 PM <br />DATE: AS NOTED <br />SCALE: AS NOTED <br />DRAWN BY: NSE <br />CKD BY: DE <br />PROJECT# 202303004 <br />3201 S Halladay St <br />5/5/2025