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7.5. SR 05-16-2016
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7.5. SR 05-16-2016
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6/2/2016 1:53:58 PM
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5/13/2016 11:29:45 AM
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City Government
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SR
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5/16/2016
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10' 4" <br />4' 4" 5-4" 4' 4" 13' 8" <br />NOTE: <br />min. 3" bearing m ea. end <br />out <br />O onseruon�on NOTE: <br />of all micro - lam beams, <br />OO- contractor t0 Verify <br />-J', <br />all notes, <br />dnd header. W/ pan. Of <br />s <br />LL Conditions, and dimensions, <br />and <br />,_Q or greater. <br />Q xl2' Optional <br />be responsible for the <br />same, <br />(urle66 noted) <br />concrete patio <br />h <br />direct nt <br />ve <br />gab F.P. <br />NOT£: <br />provide solid bearing under <br />- <br />OPTIONALPORCH - <br />all beams, headers, girders <br />- <br />vaulted - <br />down to foundation. <br />— qo <br />- <br />trusses A 24" o.c. - <br />NOTE: <br />NOTE: <br />1-2 <br />truss 6 joist mfg to verify <br />All headers 2-2x10's unless <br />size # spacing of all trusses/ <br />noted otherwise <br />joist. <br />M O <br />I <br />trusses a 24" o.G. <br />o <br />DINING <br />BEDROOM <br />V <br />vaulted <br />m GREAT ROOM <br />o <br />-61 vaulted <br />4 <br />O <br />verify island size <br />M <br />< placement in field <br />�4 I� <br />0 �n <br />_ <br />Iv <br />2'-10° <br />3x6 <br />Soaker <br />KITCHEN <br />® O 45 deg. W/H LINEN BATH <br />vaulted <br />�o V <br />II m <br />-1 42 <br />� <br />� <br />PANTRY <br />Q <br />L m i a" <br />� <br />5 shlfs <br />I T AIJNDRY <br />xref. <br />e wau <br />---- CL <br />p <br />� <br />girder truss ��r�j{ <br />•9 O <br />-- --�-- <br />----'Y-- -_`r ------------ <br />Mr,5 � 111 <br />BATH2- <br />I Ie sa <br />LINENo <br />----- <br />sheetrock entire i a <br />garage <br />246 sq.ft. storage <br />IS°x24° min. <br />u above <br />crawl space <br />m <br />access <br />9 <br />p <br />In O <br />O <br />BEDROOM <br />n <br />tn <br />O <br />e <br />O <br />3 <br />p GARAGE <br />3-2x10's <br />533 6gSt. <br />0 <br />5 0 <br />6'-O" c <br />- -------------------------- <br />i <br />II II II <br />2'-0" p <br />� p <br />9 <br />concrete porch - — <br />�9 <br />/tru55e5 *+' 24" O,G. <br />Front wall construction to be framed In <br />cordanca to IRC code R&O2.6.2 <br />Q <br />p <br />roof above <br />alternate wall panel adjacent to a door <br />s <br />o r window opening see 1`12.R602.10.6.1 <br />" <br />❑ 3-1 3/4"x14" Ivl <br />IS"x18"x40° bas <br />IL— <br />W/ stone veneer <br />16x-1 CHID <br />stone top <br />6x6 treated post <br />r -o" <br />5'-6" <br />MAIN FLOOR PLAN <br />12x12 custom column <br />W/ optional porch <br />20'-6" <br />scale 1/4" = I'-0" page 3 of 4 <br />3B' -o" <br />1608 sq ft <br />
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