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4 <br />v <br />T <br />TYP@ 1 STORY <br />BU.N.O. <br />t <br />■ ■ ■ ■ <br />■ _ ■" <br />»■ ■ ■ ■ 1 ,tea <br />■ ■ <br />t <br />rn <br />LO <br />I 17'-28" <br />-118 dl I <br />- ,- - - - - - �- I j N <br />: <br />LO <br />1 <br />2-_g 2 .g• <br />r �t + <br />I\ \ \ <br />- <br />II IF. <br />�I <br />0101. <br />IL I <br />t + <br />HVAC CHASE <br />\ <br />t+ I <br />I <br />BASED ON <br />III <br />10'-108" <br />cn <br />LOCATION <br />■' ` \ <br />........ <br />CJ <br />H� — CJ - N <br />- - C-I-- - - - �-CJ <br />I <br />2,-6"-6"x1'-O" <br />x2 <br />AG <br />Cl) <br />W/ (3) #5'S E.W. 'IT-5j" <br />36'-681" 1 <br />I :. <br />TYP @ 1 <br />STORY U.N.O. <br />■: .. �" I .. .... <br />01rA <br />.....:. .. ......... <br />. 4 <br />TS3' <br />3-1/2 MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONC,/ PAVER TOBE4 <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r <br />3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 <br />7,-111 4'-8" <br />2-6 x2-6 x1-0 PROVIDE %z" x 9"' <br />-3 1/2" <br />I <br />MIL VISOUEEN VAPOR BARRIER <br />I <br />( <br />RECESS FOR FRT. DOOR <br />W/ (3) #5 S E.W. <br />-3 <br />1/2,, SLR <br />- <br />16'-118' V-6j„ <br />— J <br />io <br />in <br />L <br />I - - I- -_ - - <br />■ <br />N <br />I <br />CJ I III III �'� <br />I I D.W. III <br />■ <br />— <br />I I I - - - -�P I ,W.H./ <br />■ I — <br />K CC CC <br />1 I I I re ��la <br />I PROVIDE 1 Y2' RECESS N 1 1 1 N Nla I <br />S3 S3 I S3 I <br />4 <br />(o <br />0 <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO I N --JNI� <br />I N N 3 <br />I MASON'S SLOPE FOR I 1 ,� �1llz I <br />7-4 7-1 I <br />" <br />x w <br />CONDITIONS <br />WIDTH I 1 N Irn <br />N <br />4'-0° <br />25'-6" 11 _ <br />20'-6' <br />N <br />I I I I <br />I' <br />EDGE OF SLAB 2" I <br />BEYOND WALL <br />(2) #5 <br />VERTICAL <br />x v <br />N <br />Cl) <br />I <br />I I KITCHEN ISLAND <br />I LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J I <br />I I CHASE TO <br />ISLAND I <br />APPLIANCE PROTECTION S3 I <br />WHEN REQUIRED PER FBC <br />- <br />INDICATES- FILLED CELL 3000 PSI - C <br />- - <br />`.° <br />- <br />w/ -t-CJ-1-CJ <br />I <br />I I I <br />_ <br />I <br />is <br />U, <br />CONC. GROUT FROM FT. TO BEAM <br />o0 <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />= <br />cv <br />TYP @ ALL PLACES SHOWN <br />I I <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />( HOOKED FTG. DOWELS 5" EMBED '- <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />• • _ I I _ _ _ _ y"y.-. tI <br />------ <br />-31/2" <br />SLR <br />I--------F <br />a I� ; <br />1 <br />STEEL" <br />I &T• 1�h 1 OPT. D <br />I: <br />■ I o-oI,1 , <br />II II <br />I L®J I I <br />#5 <br />20'-1" <br />: <br />L - - - - u 4,-7 <br />I <br />(2) <br />VERTICAL <br />I <br />BARS <br />I <br />" <br />I <br />-------------I-- <br />--------J <br />--- <br />-------I— ----J <br />= <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />t <br />H.B. <br />FA <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />• C/5CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R. ONE FOR EA. <br />►RIZ. REBAR, TYP. <br />4.0. <br />Iternate: <br />i reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />`,, /v <br />.. <br />U <br />\ <br />' <br />�f///f`fltliftlt}11110k <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained wRhin these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th 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 />f) <br />9 <br />$ g 8 �_ r- c <br />Lo 0 <br />CN <br />�Go? <br />J <br />r0 U. 0, <br />I <br />_ <br />•a <br />` 0 <br />O <br />W <br />W <br />LL <br />f0 <br />�rnon d Q <br />a <br />= <br />N M Z U0 <br />OU V ch <br />W <br />E3130 <br />z <br />z <br />J <br />E3 <br />to <br />z <br />cD <br />v� <br />('O <br />•v <br />rL <br />Q <br />OW <br />w <br />C <br />M <br />Q� <br />W <br />E <br />a <br />io <br />E <br />E <br />C <br />U <br />Q~ <br />N E <br />g6O p <br />828 <br />Li <br />ZNCg& <br />ro <br />- C <br />N J <br />H ii <br />p <br />y <br />W <br />0 <br />�I <br />CO <br />yW <br />dO`• <br />J <br />B <br />W <br />t� <br />0 <br />O <br />N <br />^ <br />0 <br />o <br />O <br />C7 <br />o <br />CO <br />r <br />Np <br />0) <br />.T� <br />2 N <br />r <br />r <br />.L <br />000 N <br />LO <br />T <br />E <br />c LO <br />M <br />Z <br />z <br />E OM <br />>v ai <br />a <br />U -j <br />Q aw <br />JOB <br />NO: <br />20-8090 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />