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G <br />c <br />d <br />H.B.T <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 />v Cn <br />LU <br />a <br />48'-0" <br />J <br />TYP @ 2 STOR S6 <br />00 <br />r� <br />( <br />C PAD (go, <br />�— <br />T <br />I T <br />cn <br />\ \ <br />( <br />I - <br />I <br />I <br />HVAC CHASE <br />I rb� <br />I <br />I <br />® 0'-0" I _ <br />BASED ON <br />J TYP @2 <br />\ LOCATION <br />I <br />I <br />S6 STORY <br />o <br />S3 <br />I <br />vv v <br />Z-6" x 2'-6" x 1'-0" <br />I <br />S3 <br />=ice <br />v v v L <br />W/ (3) #5's E.W. <br />v v <br />_ <br />\ <br />I I I <br />I <br />( <br />Z-6' x 2'-6' x 1'-0 <br />\ \ \ k <br />-T� <br />I GG I <br />I <br />r <br />I = <br />W/ (3) #5's E.W. <br />S6 <br />20' 44 <br />\ <br />\ \ \ \ \ <br />-72' <br />I I T-72' I I <br />14'-44" <br />41 811 <br />N <br />\ <br />TYP @ 2 STORY <br />INDICATES FILLED CELL w/ 3000 PSI <br />I CONC. GROUT FROM FT. TO BEAM <br />W/ #5 REBAR VERT ABOVE SLAB <br />I \ \ <br />\ \ <br />\ \ �- <br />::::— <br />(1) <br />\ - — — <br />7- <br />; ■ <br />TOP OF CONC,/ PAVER TO BE 4' <br />I TYP @ ALL PLACES SHOWN <br />\ \ \ <br />\ <br />L <br />HOOKED FTG. DOWELS 5" EMBED <br />ri <br />` �\ \ <br />-I`° <br />BELOW FIN. FLR. <br />1S/8":1'-0� <br />S3 <br />o <br />r> <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />-' <br />KITCHEN <br />\ \ \ \\ \ <br />\ \ \ \ \ <br />d <br />I <br />0 <br />in <br />PROVIDE Y2' x 9 %2" <br />STEEL 19'_54 <br />I <br />ISLAND LOW <br />T-Oa" \ \ \ <br />15'-6' <br />RECESS FOR FRT. DOOR <br />`' <br />51 41 <br />IWALLS <br />\ \ \ \ \ <br />I - <br />--- <br />--� <br />0-011 <br />�.�:. <br />— — -- — — — -•--� <br />a ............... .... . <br />o <br />STEPS AS <br />I <br />r----- <br />- _-__ :� <br />■ - ■ ■ <br />M <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />■;i <br />I PROVIDE 1 Y" RECESS b <br />II <br />I <br />— — — — -) <br />00 <br />C? <br />L _ � `-� <br />j r �� �q <br />- - <br />■FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I Illy �� -1I <br />I I D.W. III II <br />CHASE TO <br />ISLAND I <br />\.�W.H,,/ <br />" <br />I^ <br />WIDTH <br />I LI _1� <br />- - - - - <br />J <br />I <br />STUB UP TO K <br />2ND FLOOR S3 (2) #5 REBAR <br />� <br />L• <br />SINKW/DI <br />P <br />-4" <br />I <br />1= <br />3'-04' <br />- 1 <br />4'-84 2-4z <br />2'-6" <br />VERTICALS w/ in <br />13'-11" <br />2'-6" <br />4" <br />M2 <br />FOR A/C <br />FILLED CELL <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />( <br />11 <br />— <br />ILL <br />w <br />L <br />I <br />zo <br />S3 <br />M HERNANDO COUNTY ONLY <br />W� <br />S3 3-1/2" MIN 2500 PSI CONC SLAB OVER <br />I <br />2'_6" x 2'-6" x 1'-0"' <br />I <br />I <br />I <br />SLOPE <br />6 MIL VISQUEEN VAPOR BARRIER <br />W/ (3) #5's E.W. <br />I <br />0 I <br />L_ <br />I <br />I <br />20'-44' <br />RANGE <br />6 1411 <br />21'-6" <br />4'-0' <br />26'-6" 1 -!_ 1 <br />rI <br />v <br />. ..........161,7,1 ....... <br />- <br />- <br />- - - - <br />CD <br />T-2" N <br />- ---I - - <br />CJ <br />1-31/2"& <br />CJ I <br />I <br />I <br />I <br />I <br />N <br />SLOPE <br />I <br />T <br />I <br />TYP @ 2 STORY I <br />1 <br />! • • •PLUMBING • .: ' ' ' ' ' : ' <br />� <br />I <br />I PLUMBING <br />U.N.O. (SEE JJ/S3 I <br />FOR STEM OPT.) <br />STACK <br />I <br />I <br />STACK <br />I I <br />1 <br />rr <br />GG <br />.. <br />CC W/0 <br />J <br />S3 <br />( <br />I S3 <br />: I� • ; <br />N <br />Z-5211 <br />S3 UPLIFT <br />■:r, n <br />N d' <br />:I p <br />0'-01, <br />I <br />I <br />I <br />I <br />(2) #5 REBAR <br />I VERTICALS w/ in <br />L J :: <br />I <br />_ I <br />I <br />FILLED CELL <br />1 <br />r---Y <br />— <br />— I <br />-- VERIF <br />—ELf£ <br />LOCATION — I----------1 <br />-- <br />--- — — <br />----- <br />— <br />C-Af- PANS <br />M <br />M�� <br />r <br />, <br />TYP @ 2 STOR TT <br />(SEE JJ/S6 FOR J VERIFY METER <br />STEM OPT.) S6 LOCATION WITH <br />BUILDER <br />3-8" 1. 3'-10" 1. T-108" L Z-8" L T-4" <br />16-0" <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: Y4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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 />ea <br />m U� w <br />CJ <br />ev <br />u; ca <br />C c <br />Q y' C,4 <br />W <br />a> n r <br />3 ro <br />= <br />� r= a <br />C <br />V <br />M <br />CV <br />O <br />CV <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 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 />W <br />V E S N <br />Q C <br />O N Co <br />Q <br />(0 <br />t , <br />N 1-1M �+ O 4k <br />,_ <br />0 <br />7 � N LL <br />M V d <br />*R <br />J LL d Y (j <br />1 <br />1030 <br />LL <br />z <br />r �v <br />w 0 CC:) <br />W <br />m O <br />z <br />LL <br />LLz <br />d you, <br />N M Z U Vj <br />F=- <br />U <br />Z <br />O ❑[Q <br />W <br />N M <br />o <br />< N <br />� o � <br />7 <br />J— <br />LO <br />U) <br />— N <br />M <br />z u- <br />Q J <br />�N <br />0 <br />N <br />w S <br />� N <br />A <br />(� <br />V <br />w � <br />••, <br />� <br />1— E <br />1 <br />V O y <br />in, <br />m <br />¢ co Y <br />o <br />w <br />M <br />¢ <br />o � <br />Z <br />Z <br />`L <br />LL- <br />8 <br />❑ a <br />ca <br />H f6 <br />Oz�8 <br />fo <br />00 <br />❑ <br />� <br />�z <br />wZ <br />�o <br />�w <br />_ <br />cn m <br />`z <br />mo <br />1� <br />m <br />=U <br />N -.0 <br />Z <br />Q W <br />E5 <br />S <br />F <br />�9 <br />�z <br />5Z <br />w <br />a <br />Nw, <br />W <br />m <br />A0 <br />oz <br />r2 <br />wF <br />�I0 <br />MillM <br />a <br />v <br />zIa <br />0 3 <br />^ <br />�01! <br />LO <br />�-... <br />Q <br />ca <br />CL <br />HC <br />0 <br />G <br />''^^ <br />j <br />C)7 <br />Y <br />Y <br />+ <br />m <br />m <br />L0 <br />T <br />Q <br />O <br />cn M <br />CA <br />I <br />O: <br />LL N <br />a) <br />o0 <br />.LZ <br />o Lo <br />LO <br />OM <br />Q <br />C <br />r <br />C) <br />0 <br />z <br />Z <br />E <br />a) <br />c <br />a <br />U <br />Q p <br />-j <br />JOB <br />NO: <br />23-03655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />