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C <br />C <br />d <br />A <br />H:Bt S3 TYP @ 1 STORY <br />U.N.O. <br />• i-•-•-.-•-•-.-.-.--•-•-,-I-........ <br />..;�• ..ill..r. •—•— • <br />•— •— •— • .� • <br />. . •� Wit• <br />I <br />Ir <br />�_==-==J t I _ <br />In <br />\'\\ 17'-2g" <br />2'-9" 2�_81Q'--l181111 <br />11 <br />� <br />I <br />. <br />II I• <br />\ III <br />0. <br />HVAC CHASE \ \ ' <br />BASED ON <br />LOCATION <br />II I :: <br />I I N <br />' <br />_ <br />ci <br />I I <br />Cn <br />co <br />\ <br />I \ \ <br />= • \ <br />III <br />10'-10$" <br />co <br />T <br />\ \ <br />\ <br />c <br />\ <br />CJ <br />Hu....LO <br />CJ N <br />CJ — CJ <br />-1 <br />1 <br />• 2'-6"x2-6 <br />JCL <br />I 11 1 "x1_0 <br />{ <br />1 <br />ch <br />W/ (3) #51S E.W. 17'-5j" 1 <br />36'-68" I <br />TYP @ 1 <br />■ : :: <br />STORY U.N.O. <br />I — <br />00 <br />rA <br />I <br />-- — — — --' <br />S3 <br />o� <br />�, <br />G I '. '. '. '. '. '...... ::::::::::::::: ...... <br />... ............... I..... . '. <br />' ' ■ <br />■ ■ <br />S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC./ PAVER TO BE 4" <br />■ , HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />I <br />8 41 811 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />2'-6"x2-6"x1'-0" PROVIDE Yz" x 9" <br />-31/2" <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />16-111" V-64" <br />W/ (3) #5'S E.W. RECESS FOR FRT. DOOR <br />I <br />I <br />SLOPE <br />S3 <br />-31/2" <br />— — — _J <br />{— -- ■ <br />o <br />CO <br />CO <br />L <br />_ _-- <br />-L <br />— <br />-- <br />• <br />—r— <br />N <br />0 <br />PROVIDE 1 Y2' RECESS CJD.W. III I:. <br />I rill <br />FOR SGD. REFER TO - _ a Jp ( <br />■ GO I <br />�W.H.,/ <br />K <br />CC <br />CC <br />I <br />STEPS AS <br />S3 <br />: MASON'S SLOPE FOR I r <br />I I (- la <br />WIDTH `" I II �II7 <br />h : <br />S3 <br />1 S3 <br />1 ,1 <br />a3 2 -6' x 2 -6 X 1'-0" <br />REQUIRED <br />I I I ; <br />1 II L -_ JIII 3 <br />r W/ (3) #5'S E.W. <br />PER FIELD <br />II <br />CON <br />4'-0" <br />I 1 1 L j <br />L _ �1 <br />20'-6' <br />7'-011 <br />OII <br />INDIC <br />TES FILLED CELL W/ 3000 <br />I CONC. AGROUT FROM FT. TO BEAM <br />I W/ (1) #5 REBAR VERT ABOVE SLAB <br />I - <br />�C - - - - I <br />F <br />TYP @ALL PLACES SHOWN 1 <br />I I KITCHEN ISLAND <br />I I LOW WALLS <br />K <br />BUILDER 70 PROVIDE <br />APPLIANCE PROTECTION I J I <br />-50 <br />1 <br />N <br />M <br />�� <br />HOOKED FTG. DOWELS 5 EMBED c5 <br />11 • . • . • <br />S3 <br />S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />■ : STEEL" <br />I I CHASE TO <br />I I /-- ISLAND I ; <br />WHEN REQUIRED PER FBC <br />I <br />9 <br />- - - - � <br />- _ _ <br />_ _ � - - _ <br />_ <br />-}- CJ <br />^ <br />t CJ ' <br />A <br />I I <br />F- <br />N <br />to <br />TYP @ 1 STORY <br />U.N.O. <br />I <br />F = =_=+a <br />t9-3112" <br />I <br />-� <br />SLOP E I <br />01-01& <br />( �PT. V 1 OPT. D 1:: <br />I <br />t <br />■. I <br />I I I I <br />I LoJ <br />20'-112" <br />L - - - - 4'-68Ile 11 I • <br />I I <br />' <br />_ <br />f71W <br />CV <br />• � <br />CV <br />3'-50" 1 2' <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />I <br />H.B.+ <br />2'-6" x 2'-6" x 1'-0' I <br />W/ (3) #5'S E.W. _J <br />41 6-0" 1 5'-28& T- <br />3' <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <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 <br />1/8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />� <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND, FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <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 />a co <br />SRI <br />� <br />z <br />Z � <br />J M <br />7 — <br />d. N <br />z <br />0LLN <br />N CD <br />V) Y <br />ril o <br />M0 o Q <br />LU <br />Ln ZD <br />ru <br />CC9 ' - <br />U "' <br />I L � <br />r— m E <br />Rig <br />U O <br />Q 0 <br />0 <br />'rn <br />N N <br />mowrx w z <br />U 42 H Z Lu <br />Acl;Ho <br />P w <br />a <br />(�t0,1°" <br />ti mz w <br />W A <br />nrn w 5 <br />Z 0 a� <br />SO• �G��� <br />F <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 Florida Building Code - <br />Residentlal 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 />CD <br />O <br />w <br />M <br />M <br />z <br />g <br />Z <br />� <br />LL <br />Q E <br />z o <br />g <br />» <br />�a <br />0 <br />oI <br />ui <br />a® <br />o ¢ <br />I @ <br />_0 <br />X o <br />0 00 <br />o <br />z <br />8 <br />N (T <br />z <br />ao <br />az <br />�w <br />L <br />M <br />Cn C <br />z <br />0 U <br />Nm <br />O <br />Z <br />i <br />J <br />Wo <br />ao <br />N LL <br />w <br />c: <br />Z¢ <br />a <br />OU 2i <br />0 <br />M <br />L <br />W <br />i <br />M <br />ry <br />M <br />< <br />o <br />CCL <br />N <br />LO <br />O <br />LO <br />r— <br />co N <br />r- <br />v <br />M <br />M M N <br />T y <br />o <br />z <br />z <br />E 0 a <br />c <br />= <br />n <br />E ai <br />U Q p <br />JOB NO: 19-5332 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />