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DCPZP-2007-00007
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DCPZP-2007-00007
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8/14/2023 8:46:38 AM
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DCPZP-2007-00007
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0 <br />-v <br />0 <br />co <br />N <br />Cl <br />m <br />m <br />i I <br />-----J <br />i <br />i <br />i <br />r ,1� <br />I i I <br />� ' I <br />I � I <br />I I <br />I I I <br />I <br />2 <br />I TJI' <br />1T_,i„ <br />PROVIDE BEAM POCKET IN WALL FRAMING <br />I <br />I <br />I <br />I <br />I <br />I,y <br />2" REVERSE BRICK Iw <br />Iw <br />LEDGE, DROP 00IZ <br />FOUNDATION 3" TYP. AT <br />WALK -OUT WALL TYP. Xiw <br />�P <br />ILL <br />R <br />Iw <br />I> <br />I ,h <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I <br />I I <br />I ¢ I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Y <br />12'-41" <br />3 <br />4'-D" <br />4'-D" <br />IV <br />,� PROVIDE THREE (3) TOTAL ACQ <br />BOTTOM PLATES - BEARING <br />' WALLS SHALL BE SET PRIOR TO <br />UNEXCAVATED �' SLAB POUR TYP. <br />16' 0"l I 8-10" <br />I I <br />0 <br />0 <br />EO <br />co <br />I <br />NOTE: ALL TOP OF FOUNDATION WALL j <br />DROP ELEVATIONS ARE RELATIVE TO <br />TOP OF FOUNDATION WALL <br />ELEVATION AT FRONT DOOR <br />LOCATION r-- f--� <br />I I t <br />NOTE: BUILDER TO VERIFY ALL <br />CONSTRUCTION DETAILS, INCLUDING <br />BUT NOT LIMITED TO STRUCTURAL <br />LOAD REQUIREMENTS, FLOOR SLOPE, <br />& FOUNDATION WALL DESIGN ISSUES <br />RELXI`ED TO SPANCRETE GARAGE <br />FLOOR WITH MANUFACTURER AND/OR <br />ENGINEER PRIOR TO CONSTRUCTION. <br />11'-6" <br />I m i I I <br />I I I I I <br />I I <br />I I I I <br />q (� cc L- -�'* lJ L- -- _J� <br />'`� I I <br />S I�AN"C RETG f ' R SPECIFICATIONS AND <br />AB®VE ROUGH OPENING, <br />DIMENSIONS WITH BUILDEFl <br />j PRIOR TO POURING; <br />FOUNDATION WALLS. <br />r--f--� <br />I I I <br />I I I <br />I m I <br />I I I <br />W1 <br />L_-1_wJ <br />I z <br />z <br />w <br />u - <br />I rr, <br />F-- f -w-1 <br />I > <br />I <br />REVERSE BRICK LEDGE, <br />DROP FOUNDATION 12" I <br />I <br />j BEAM POCKET TYP. 10" x 10" x 41" <br />77 <br />M <br />ALF <br />al <br />6 x 6 POST ACQ <br />6 x 6 POST ACQ <br />Patio <br />STAMPED & STAINED CONCRETE <br />PROVIDE BEAM POCKET IN WALL FRAMING <br />CS -3060 SGD 6/0 CS -3060 <br />SET HGT SEE ELEV. <br />■ <br />CS3-3050 <br />Full View Lite Door With Side Lite: <br />-- Lockset <br />l 18" Transom above <br />2/8 <br />I Full -Height <br />I Built -In <br />Pantry <br />I <br />I <br />I I <br />Recreation Room i Abotve <br />I Ref. <br />Full -Height <br />�'� Built -In <br />I( Pantry <br />SII <br />Wrap post with wood <br />to match wet bar I <br />casework typ. <br />�\ Wet Bar <br />�� w <br />I �• U <br />\` z <br />I <br />I IL <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />2/8 i 3/0 <br />2 X 6 BEARING WALL <br />UP I <br />2 X 6 BEARING WALL <br />5/0 <br />3/0 DN <br />y <br />O <br />N <br />O <br />M <br />SUM <br />PUMP <br />A.C. <br />Utility <br />Room <br />F.D. H.W. <br />O <br />GAS <br />METER <br />ELEC. I 1[:j PANEL METER <br />-Plant shelf triangles, <br />VERIFY STRUCTURAL <br />— <br />BEAM -TO -BEAM j <br />4-9" <br />CONNECTION WITH <br />ENGINEER j <br />align height with <br />I <br />2'-6" T-11' I <br />2'-6" <br />r-----� <br />I-----� <br />2 X 6 WD. STUD BEARING WALL: <br />j <br />j <br />i ! <br />PROVIDE THREE (3) TOTAL ACQ <br />I <br />--------------_W8X__ <br />18 <br />BOTTOM PLATES -BEARING <br />OPENING NEAR BEAM <br />---f--� <br />SUPPORT, PROVIDE <br />I <br />WALLS SHALL BE SET PRIOR TO <br />2" REVERSE BRICK i <br />I <br />! <br />I <br />I <br />I <br />Storage;/ Future <br />SLAB POUR TYP. <br />LEDGE, DROP <br />I <br />I <br />i I <br />I <br />I <br />I I <br />m I <br />FOUNDATION 3" <br />i <br />I <br />I I <br />W <br />I <br />I <br />I <br />I <br />NOTE: BUILDER TO VERIFY ALL <br />_ wJ <br />I <br />0'4" @ FRONT DOOP, <br />j o <br />I <br />I <br />I <br />I <br />TO SPANCRETE GARAGE <br />FLOOR WITH MANUFACTURER AND/OR <br />��: <br />ENGINEER PRIOR TO CONSTRUCTION. <br />' <br />I <br />IF <br />-1'-Q•' <br />, <br />2 X 6 WD. STUD BEARING WALL: <br />I <br />I <br />I I <br />i <br />I <br />I <br />IV <br />,� PROVIDE THREE (3) TOTAL ACQ <br />BOTTOM PLATES - BEARING <br />' WALLS SHALL BE SET PRIOR TO <br />UNEXCAVATED �' SLAB POUR TYP. <br />16' 0"l I 8-10" <br />I I <br />0 <br />0 <br />EO <br />co <br />I <br />NOTE: ALL TOP OF FOUNDATION WALL j <br />DROP ELEVATIONS ARE RELATIVE TO <br />TOP OF FOUNDATION WALL <br />ELEVATION AT FRONT DOOR <br />LOCATION r-- f--� <br />I I t <br />NOTE: BUILDER TO VERIFY ALL <br />CONSTRUCTION DETAILS, INCLUDING <br />BUT NOT LIMITED TO STRUCTURAL <br />LOAD REQUIREMENTS, FLOOR SLOPE, <br />& FOUNDATION WALL DESIGN ISSUES <br />RELXI`ED TO SPANCRETE GARAGE <br />FLOOR WITH MANUFACTURER AND/OR <br />ENGINEER PRIOR TO CONSTRUCTION. <br />11'-6" <br />I m i I I <br />I I I I I <br />I I <br />I I I I <br />q (� cc L- -�'* lJ L- -- _J� <br />'`� I I <br />S I�AN"C RETG f ' R SPECIFICATIONS AND <br />AB®VE ROUGH OPENING, <br />DIMENSIONS WITH BUILDEFl <br />j PRIOR TO POURING; <br />FOUNDATION WALLS. <br />r--f--� <br />I I I <br />I I I <br />I m I <br />I I I <br />W1 <br />L_-1_wJ <br />I z <br />z <br />w <br />u - <br />I rr, <br />F-- f -w-1 <br />I > <br />I <br />REVERSE BRICK LEDGE, <br />DROP FOUNDATION 12" I <br />I <br />j BEAM POCKET TYP. 10" x 10" x 41" <br />77 <br />M <br />ALF <br />al <br />6 x 6 POST ACQ <br />6 x 6 POST ACQ <br />Patio <br />STAMPED & STAINED CONCRETE <br />PROVIDE BEAM POCKET IN WALL FRAMING <br />CS -3060 SGD 6/0 CS -3060 <br />SET HGT SEE ELEV. <br />■ <br />CS3-3050 <br />Full View Lite Door With Side Lite: <br />-- Lockset <br />l 18" Transom above <br />2/8 <br />I Full -Height <br />I Built -In <br />Pantry <br />I <br />I <br />I I <br />Recreation Room i Abotve <br />I Ref. <br />Full -Height <br />�'� Built -In <br />I( Pantry <br />SII <br />Wrap post with wood <br />to match wet bar I <br />casework typ. <br />�\ Wet Bar <br />�� w <br />I �• U <br />\` z <br />I <br />I IL <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />2/8 i 3/0 <br />2 X 6 BEARING WALL <br />UP I <br />2 X 6 BEARING WALL <br />5/0 <br />3/0 DN <br />y <br />O <br />N <br />O <br />M <br />SUM <br />PUMP <br />A.C. <br />Utility <br />Room <br />F.D. H.W. <br />O <br />GAS <br />METER <br />ELEC. I 1[:j PANEL METER <br />-Plant shelf triangles, <br />— <br />wd. tops to match trim, <br />align height with <br />adjacent landings <br />j <br />VERIFY STRUCTURAL <br />IMPLICATIONS OF DOOR <br />OPENING NEAR BEAM <br />---f--� <br />SUPPORT, PROVIDE <br />I ADDITIONAL STRUCTURE 4/0 - 8" H.M. FRAME <br />I <br />AS REQUIRED. SET IN WALL <br />I I <br />I <br />I I <br />I <br />I <br />I <br />I <br />Storage;/ Future <br />I <br />I <br />i I <br />I <br />I <br />I I <br />m I <br />I <br />I I <br />W <br />NOTE: BUILDER TO VERIFY ALL <br />_ wJ <br />CONSTRUCTION DETAILS & <br />j o <br />STRUCTURAL LOAD REQUIREMENTS <br />�X w <br />RELATED <br />TO SPANCRETE GARAGE <br />FLOOR WITH MANUFACTURER AND/OR <br />��: <br />ENGINEER PRIOR TO CONSTRUCTION. <br />I u-. <br />r--T-w_1 <br />IF <br />I > <br />I <br />I I <br />I <br />I <br />BEAM POCKET TYP. 10" x 10" x 4" <br />
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