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c <br />c <br />3'-8" 3 58 2 68t L. <br />6-0" 6-0" 6-0" 60" 6_281 7,_18 , <br />2-6" x Z-6" x 1'4' <br />A TYP @ 1 STORY WJ (3) #5'S E.W. <br />S3 U.N.O. <br />H.B. <br />3'-0" <br />9 <br />e <br />-----------I-- <br />---------� <br />--- <br />----—I— -----) <br />iv <br />(V <br />a <br />'I <br />in <br />% <br />23'%-6$ <br />'I <br />�" <br />1'-1 q" <br />I <br />L(2) <br />r — — — <br />I <br />#5 VERTICAL <br />■-6 <br />I <br />I <br />1 r�� + <br />BARS <br />: e <br />I I I <br />OPT. D <br />TYP @1STORY <br />- 31/2" <br />� <br />SLOPES <br />cv <br />U.N.O. <br />II I: <br />10 <br />A <br />`° <br />r <br />II <br />II I: <br />T <br />I _ CJ <br />I <br />+ CJ I <br />q <br />00 <br />■: I INDICATES FILLED CELL w! 3000 PSI <br />I CHASE TO <br />CONIC. GROUT FROM FT. TO BEAM <br />I ISLAND . • • • • • I ' ' <br />BUILDER TO PROVIDE <br />Cl) <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I <br />TYP @ L PLACES <br />I <br />I • • • • <br />ILOW WALLS ND <br />KKITCHEN <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC S3 <br />TOOISLA <br />D DOWELS 5" EMBED <br />= <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />IC717r— <br />I <br />EDGE OF SLAB 2"STEEL" <br />BEYOND WALL <br />r <br />4'-0" <br />25'-6" <br />• <br />I I I <br />20'-61 <br />6-8" 1'-4" <br />x w <br />STEPS AS <br />FT 1 <br />CD <br />L.n7'42, <br />Ir ��1Io <br />' _0 <br />2 (2) #5 VERTICAL <br />REQUIRED <br />JI <br />BARS <br />xV' <br />. <br />PER FIELD <br />I <br />I <br />zo <br />PROVIDE 1 %" RECESS <br />o <br />CC CC <br />co <br />A. <br />FOR SGD. REFER TO LCONDITIONS <br />S.K3 S3 S3 I <br />ts <br />MASON'S SLOPE FOR I <br />WIDTH D.W. III <br />::1,—" <br />■ <br />q <br />CJ I 1 11 Ill <br />— <br />NJ <br />(0 <br />3 <br />16-11$" 86 <br />• . <br />It <br />I -3 112" <br />-3 1/2" SLOPE I <br />7rp_7__,�' <br />CV <br />I <br />7'-1-" <br />s4'-8" <br />3-1/2" MIN 3000 PSI CONC. SLAB I— <br />2'-6"x2-6"x1'-0" <br />x 9" <br />W! (3) #5S E.W.N <br />_ <br />o0 <br />cD <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 v <br />■. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. 3-8" 4'-4" <br />.. I <br />CP <br />•••••••: •.••• ••• <br />r• J A J J J J I I I I I I 1 I J J I J I I I J J <br />II : <br />i <br />��— <br />"' <br />— — 0'-0" I <br />■ <br />17 5$' <br />I <br />36'-68" .......... 90. <br />S3 <br />"TYP @ 1 <br />2'-6"x2-6"x1'-O" <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />Cl)I <br />_ CJ <br />— — — — <br />AHU — — CJ — in <br />— I— <br />— CJ — — — CJ <br />■ <br />10'-10$" <br />HVAC CHASE <br />C° <br />BASED ON <br />LOCATION <br />: <br />10 <br />co <br />/// I <br />M <br />I <br />r <br />II I. <br />ll{ <br />1■ <br />17'-2g" <br />2t_9" 2,_8, 2'-118tt11 II : in <br />I / L J{ I <br />+i <br />11. i <br />{ - <br />I e <br />` 7`.. 1 <br />t I I <br />y <br />/ <br />♦ rrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr <br />rrrrrrrr <br />rrrrrrrrrrrrrrrrrr�eir7,r r•rr r+rrrrr•rrr <br />•. ♦er ee e•. •.te+tie♦ +. e••.eteeeseeeeeeee4i eeeeeee eeY <br />eev ♦•. .. ••,eeeeee•. •. <br />I <br />TYP @ 1 STORY <br />U.N.O. <br />2'-6s' �_ 6'4" L 6-0" L 6'-0" 1. 3'-10" 1. 4'-2" 1. 3'-28" � Z-98" 1. 6'-0" 1, 64" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w z <br />w Q_ <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,; ; . _• �_ <br />REINF. SEE FND. FOR <br />•. :; ,;. <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />., . <br />• <br />U.N.O. <br />• ; r ,; '•_ <br />""Alternate: <br />,, • <br />The reinf. bars shall be <br />�r �; • ��;.: • �r, ��.: ��,: • �r <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />l <br />0 <br />JLJI <br />CD <br />,,. pvv <br />'tR "trfA'{ 9t' a�y4 <br />0• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />W <br />3 00 <br />co <br />d N co <br />N <br />O <br />O O O I 0 <br />co N N N '� Co �!- <br />'� <br />0 <br />0) <br />� "1 0 <br />-J LL # a <br />LL <br />d: <br />4 <br />r/i M W y <br />ai 0)i° <br />� <br />Ci 0a <br />QC0 o <br />Z <br />-o�o <br />a m O <br />m <br />m o�C° m <br />Em0 oa <br />Z <br />ILW <br />LLLL <br />rn..No morn <br />N< M z U 0 � <br />Z <br />F_ <br />�0 ❑0❑ <br />W <br />M <br />04 <br />z N O <br />m O <br />� N <br />� <br />z � <br />¢ o <br />d N <br />Lj <br />� <br />� o <br />_ <br />V) Y <br />LLr a <br />0 <br />a <br />o <br />OW <br />V <br />�N <br />F <br />C EE <br />mo. <br />wa <br />fQ <br />r— <br />Rig <br />U 00 <br />w 0 <br />E2 E <br />0 8� <br />= <br />� <br />U 'o <br />Qg o <br />• <br />sm <br />r- <br /><D <br />w <br />co <br />M <br />¢ <br />0 <br />z <br />U_ <br />Q E <br />E o <br />�� <br />}� <br />e <br />OU <br />F @ <br />CL <br />X <br />a` <br />0 OU <br />°� <br />o <br />¢z <br />wo <br />ww <br />r� <br />1✓y <br />C <br />oLL <br />zz <br />C.0 J <br />mm <br />i9 ,e <br />r z <br />N <br />� 3 <br />Q <br />¢ <br />o�d <br />w� <br />zz <br />no <br />nw <br />U <br />ao <br />oz <br />=� <br />�O <br />WWz <br />Y <br />O <br />L rQ- <br />°za <br />a <br />0 3 <br />�M <br />0 <br />= <br />> M <br />CC <br />Al <br />W <br />m <br />0 <br />\ <br />LO <br />fU <br />T <br />o <br />co <br />r <br />O o <br />LID <br />. � <br />j N <br />r <br />o � <br />r <br />) <br />-EM <br />T <br />.. <br />O <br />m <br />Z <br />:3r <br />E O <br />iii <br />N <br />z <br />t0 <br />C <br />a <br />U J <br />Q 0 <br />C <br />J <br />JOB <br />NO: <br />20-1785 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />