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3 j�.a �E�,ErJS <br />• I:iliIN <br />DETAIL <br />AT ALL DOK WAYS <br />f '' per. o U;EP <br />pA.►.1SI <br />,JOI ►.tr <br />See elevations for finish roofing <br />material and roof framing layout <br />and wood beam size for more <br />information <br />Metal drip edge <br />1 x 6 fascia 1� <br />board - <br />Cont. vented alum <br />soffit <br />6 x 6 wood post <br />See connection schedule <br />for for information <br />See elevations for <br />column height and <br />finish materials — <br />Grade <br />Finish ceiling with 1/2" bead <br />board or outdoor drywall <br />• See connection <br />schedule for more <br />information <br />Wrap post with 1 x _ material <br />tapered <br />Decorative column cap <br />24" x 24" x 8" concrete <br />block column with 4 - #5 <br />rebars in concrete filled <br />cells tamped solid. All <br />lap splices are a min. of <br />25" <br />See foundation plan for <br />footing size and concrete <br />slab info. All footings <br />must be a min. of 12" <br />below finish grade <br />0 <br />'' SEC FPO. RA©J <br />r \ / <br />DETAIL <br />RECESSED AT SHOWER <br />DESIGN AND WIND CRITERIA <br />(FBC 6th EDTION 2017 RESIDENTIAL) <br />Address: <br />5203 17th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />RISK Category II <br />Wind Importance Factor I <br />1 <br />Wind Exposure <br />C <br />NOTE: <br />THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND <br />INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO <br />COMPLY WITH THE FLORIDA BUILDING CODE 6th EDITION <br />2017 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 <br />SECOND WIND GUST). <br />r� <br />0 <br />0 LO <br />OQ <br />V <br />O <br />d- <br />24" x 24" x 8" concrete <br />block column with 4 - #5 <br />rebars in concrete filled <br />cells tamped solid. All <br />lap splices are a min. of <br />25" <br />321- 0�� <br />4 Iw pll � gl- pl, <br />IOi- 4" <br />It 1611z1611x1211c acpad <br />w/ 3 - #5 rebars each way <br />(typ). <br />77= r <br />0 <br />LO I <br />I <br />I 11 I <br />AT <br />5►� owE� I �.. <br />I I , <br />I <br />Indicates 1 - #5 vert rebar in a I CC) <br />I <br />conc. masonry block cell filled and <br />tamped solid with conc., hooked 100 - O into the bond beam above and the "' <br />U�� <br />QSSI <br />conc. slab / ftg below with a 25" <br />I min. lap splice (typ). <br />I <br />1 <br />I <br />I ` ` <br />• 1 <br />Pour new 4" concrete slab with min. 3,000 p.s.i I <br />fibermesh or "opt" 4" conc. slab w/ 6 x 6 x 10 x 10 <br />I w.w.m. over 6 mil. vapor barrier over termite <br />treated and compacted clean fill. I <br />I <br />I <br />Indicated either a door or window <br />location (typ). <br />I <br />� I <br />I 8" x 16" conc. ftg. w/ <br />2 - #5 rebars cont. w/ a I , <br />8" x 8" x16" conc block I c <br />_ _ I sternwall above or "opt." ( v <br />12" x 16" mono ftg. w/ <br />I 2 - #5 rebars cont. <br />3/4" }Recess for a» <br />I doom ) z <br />I <br />Q <br />• <br />T- <br />12" z 12" eowc fee ft w/ 2 - #5 <br />coot rOw (typ). <br />Uri EDFa\;:�q I <br />I <br />� l I <br />24" <br />3 r- 0 1- <br />' E-Q <br />124-" Z,'- O" 24 <br />N. <br />32'-O'' <br />too <br />20. <br />I <br />f N <br />' 32" x 32" x 16" <br />EQ <br />concrete pad w/ 4 - #5 <br />rebars each way (typ). <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />L <br />a C v <br />A <br />as o L <br />a <br />S <br />H <br />•� <br />. <br />Q rr. <br />.� <br />as <br />ec <br />a <br />r <br />o <br />o <br />�- >. <br />�o)W o <br />a Sao <br />tv �VN <br />o-c�� moo <br />cmocoa�co <br />�i 6 ' 25 <br />E <br />.G 8 ea <br />t <br />Vcuma <br />L ri v, o <br />� <br />� -i COLIn <br />S <br />t <br />O 2 cn <br />.°0 3 c> .< >m <br />L T <br />1Ea <br />c , 15 <br />�Emc 4o <br />2 �_ <br />V SM <br />o <br />o>mmao <br />-�F� <br />�wti �tCO � <br />,- '7 .- o <br />H0 Ur4 a.= a <br />M <br />U) <br />L. Cr) <br />Z <br />4-j <br />U <br />Q <br />•O <br />—J <br />LL <br />r <br />M �- <br />os <br />'— <br />N cL <br />L0 N <br />D <br />JOB NO. <br />5203 17TH STREET <br />DATE <br />APRIL 28, 2018 <br />DRAWN BY <br />Daniel M. Ossman <br />TYPICAL COLUMN DETAIL <br />SCALE: N.T.S. <br />FOUNDATION PLAN <br />SCALE: 1 /4" = 1' - 0" <br />SHEET NO. <br />M-2 <br />