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3 <br />3 <br />m <br />0 <br />tY <br />0 <br />m <br />M <br />L0 <br />t9 <br />S <br />J <br />0 <br />3 <br />CI <br />R <br />k <br />0 <br />s <br />c <br />N <br />CL <br />0 <br />e <br />vl <br />a <br />EE <br />LO <br />a <br />c�. <br />N <br />S <br />WC <br />V) <br />N <br />c <br />c <br />in <br />TYP @ 2 STOR <br />(SEE JJ/S6 FOR J <br />STEM OPT.) S6 <br />VERI Y METER <br />LOCATION WITH <br />BUILDER <br />HE <br />■ <br />■ s <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />r <br />_ <br />--- -� — — <br />----- <br />— <br />T— <br />— 7---A/ER <br />9eA+iON---------- <br />M <br />_ <br />ELECT <br />ICAL PANEL <br />I <br />I <br />1 <br />1 <br />I <br />(2) #5 REBAR <br />VERTICALS w/ in <br />`0 1 ( <br />FILLED CELL <br />60 <br />1 <br />1 <br />■ <br />1 Ae13 <br />I <br />1 GG <br />CC W/O <br />I <br />0 <br />S3 UPLIFT <br />1 <br />;) S3 <br />S3 <br />r <br />PLUMBING ;; <br />I <br />I <br />I ING <br />I TYP @ 2 STORY 1 <br />u7 <br />STACK <br />� <br />'- <br />STACK <br />II <br />U.N.O. (SEE JJ/S31 <br />1 <br />1 <br />I <br />FOR STEM OPT.) <br />° <br />1Ci <br />SLOPEC <br />1 <br />N <br />I CJ 1 <br />—I — — — N—�— <br />- - <br />- - — — — 1 <br />tO <br />N <br />x <br />16-7" <br />I <br />9'-11" <br />•I ..................... <br />O O <br />.- <br />r <br />'v <br />1 <br />1 <br />I <br />4'-0" <br />26'-6" <br />2 V-6" <br />■ <br />20'-44" <br />I <br />6-14" <br />i <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />1/8":1'-0" <br />1 HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x V-0" <br />w 1 <br />1 <br />1 cSLOPE <br />MIN 2500 PSI CONC <br />�MIL11VISQUEEN <br />W/ (3) #5's E.W. <br />I VAPOR BARRIER <br />I <br />I <br />(2) #5 REBAR <br />�? <br />C t <br />to <br />L <br />M <br />a 1 <br />2'-42 <br />O <br />( M2 <br />VERTICALS w/ in 1 <br />S3 <br />CO <br />S3 13'-11" <br />2'-6" 3'�" <br />4'-84" <br />2'-6" <br />I FILLED CELL 1 <br />PROVIDE 1 Y2' RECESS <br />SINKWIDISP <br />_ — <br />I 4" <br />lia <br />L <br />I <br />K <br />STUB UP TO S3 <br />_ <br />_ <br />r <br />F I <br />— — <br />FOR SGD. REFER TO <br />I MASON'S SLOPE FOR <br />WIDTH <br />I I D.W. I a� <br />I I I <br />I 1 <br />I CHASE TO 1 <br />ISLAND <br />W'H' <br />2ND FLOOR <br />FOR A/C I <br />J <br />- <br />00 <br />■ <br />STEPS AS <br />■ <br />�, <br />_---- <br />__ <br />= <br />REQUIRED <br />I <br />1 <br />PER FIELD <br />_ _ _ _ <br />II <br />'------ ---- <br />r y.. <br />y .................. ■ <br />■ ■ <br />1 <br />ih <br />CONDITIONS <br />--� <br />_ _ _ —_—_. .:::I: <br />5'-4" <br />" <br />■ <br />1 19'-54" <br />7'-O" <br />1 INDICATES FILLED CELL w/ 3000 PSI <br />I KITCHEN I <br />PROVIDE Y2' x 9 Y2" <br />RECESS FOR FRT. DOOR <br />`t <br />� <br />_4" <br />1/8":1'-0" 1 <br />o <br />= <br />i <br />CONC. GROUT FROM FT. TO BEAM <br />LOW '4 <br />r <br />SLOPE <br />inLO <br />1 <br />co <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />WALL S w <br />TOP OF CONC.I PAVER TO BE 4" <br />L <br />1 TYP @ ALL PLACES SHOWN <br />HOOKED FTG. DOWELS 5" EMBED <br />%�' L_ <br />BELOW FIN. FLR. <br />S3 <br />"GRADE <br />W/ 25" EXT. ABOVE SLAB 40— <br />STEEL' <br />I 20'-44" <br />'� <br />'/ T-71" r3'-Ail <br />1 <br />■cq <br />14'-4j" I <br />TYP @ 2 STORY <br />� <br />o�LO <br />S6 <br />' <br />to <br />1 <br />�� <br />I • <br />S3 <br />2'4" x 2'-6" <br />. ��' ' ^ <br />1 I <br />1 <br />r <br />1 <br />W/ (3) #5's E.W. <br />■ <br />I <br />W/ (3) #5's E.W. = <br />1 <br />1 G -GN <br />GG ( <br />S3 <br />, <br />1 N <br />1 <br />J TYP @ 2 <br />"' <br />9T <br />36 STORY <br />�' <br />�'��' HVAC CHASE <br />I <br />1 <br />I <br />I <br />10'-0" <br />( ' ■ <br />' �- <br />BASED ON <br />1 LOCATION <br />1 <br />in <br />I CO <br />1 <br />I <br />AC PAD AC PAD--------- <br />---- <br />— <br />�— <br />---I�[.. <br />— <br />— <br />III <br />-------J <br />C0 <br />I.................... <br />t <br />M <br />■ ■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />TYP @ 2 STOR J <br />S6 <br />2'-0" L 2'-0" <br />FOUNDATION PLAN - ELEV-B1 <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 <br />1/8" SAWCUTx 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />co <br />n <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />' •. <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 />N <br />N <br />O <br />o <br />� w <br />Ujw <br />Z <br />C2. o <br />CAM <br />c� <br />CN <br />y C IL 0- <br />fC C <br />V} D N = <br />Q N <br />z <br />3 a� � �c <br />n+ a Cu <br />Car, p C <br />(r cj . -. Q <br />3 3 co <br />> � m <br />� v <br />i <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 />E <br />o v) 8 <br />C <br />CO <br />dJI <br />ei <br />a <br />� n - <br />co v �• LL <br />LL <br />C�p <br />-j W <br />u_LL 0. <br />-9 <br />Z <br />a <br />L f��6 <br />Wj <br />laNfO 0 <br />Z L� <br />LL <br />m w <br />M Z <br />Z <br />N <br />O U <br />ry <br />W <br />❑❑ <br />CD R <br />Z n <br />a <br />J — <br />(Z � <br />z � <br />/r[ <br />. V <br />N LL <br />W � <br />O <br />—�8 <br />W <br />N <br />c cc�VV <br />N <br />'® <br />W <br />U <br />• <br />Q <br />N 00 <br />o <br />W <br />Z <br />M <br />p� <br />E <br />=a <br />og <br />Z 0 <br />Q <br />E OU <br />I— r0 <br />Q0 <br />XU <br />w a <br />0O <br />Z <br />o E <br />N¢¢O <br />�ao a <br />oa <br />aZ <br />�z <br />L <br />Q <br />m <br />ram.. <br />CY <br />Z <br />0 <br />O� <br />z <br />J <br />g0z <br />Z <br />0 <br />o0 <br />Z <br />ao <br />a <br />� w <br />W <br />U <br /><j <br />�LL <br />�k <br />o <br />oc <br />or <br />V- <br />Q <br />�O <br />> (0LO <br />J <br />'^ <br />Y, <br />ui <br />rn <br />m <br />a <br />Ura <br />L- <br />H <br />M <br />C�co <br />CY) <br />04 <br />J <br />T <br />T <br />Y <br />T <br />r�/A, U <br />V / O <br />m <br />LLO <br />¢I <br />0 <br />N <br />O <br />O0 <br />O <br />N <br />O) <br />(=:) <br />Q <br />T <br />E <br />MM <br />Z <br />fp <br />E • / <br />E <br />N <br />L <br />c <br />a <br />U J <br />Qj <br />Q Q <br />J <br />JOB <br />NO: <br />22-06471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />