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c <br />d <br />T-5a" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />BUI <br />IFY METER <br />4TION WITH <br />5' <br />7'-1 <br />4'-1 <br />ELECTRICAL PANEL 2'-6" x 2'-6" x 1'-0" <br />I <br />W/ (3) #5'S E.W. I <br />23'_4j" <br />2,_14„ <br />I <br />1 <br />I <br />- - - - <br />r I I II <br />#5 <br />■ :• <br />VERTICAL <br />I <br />0' -0Z <br />1 <br />I ; <br />I OPT. D II PPT.g <br />BARS <br />TYP @ 1 STORY <br />I Imo; <br />~ T ^ -It -nT <br />- 31/2„ <br />� <br />SLR I <br />ill <br />U.N.O.ZD <br />F <br />S3 <br />I <br />c <br />00 <br />— — �• <br />— — _{_.— — — — <br />— <br />■ I INDICATES FILLED CELL w/ 3000 PSI- <br />CONC. GROUT FROM FT. TO BEAM <br />CHASE 70 <br />I I ISLAND . • , , <br />I <br />I <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />J <br />CO <br />W/ 1 #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN I <br />I <br />I I KITCHEN ISLAND <br />K <br />S3 <br />WHEN REQUIRED PER FBC I <br />S3 <br />�-�,, <br />I <br />I LOW WALLS <br />I <br />HOOKED FTG. DOWELS 5" EMBED <br />�C - - I ' <br />EDGE OF SLAB 2" <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I I I ; : <br />BEYOND WALL I <br />4'-0" <br />STEEL 25'-6' <br />I 1 1 <br />20'-6' <br />I I I fir- ��I� ' <br />I I I o I� I1 l II ' <br />I I Ie I 1 �I 1• <br />1 I L_ JI <br />2'-6" <br />r <br />ih <br />STEPS AS <br />REQUIRED <br />1� 1 <br />M2 7'-42 7'-12 <br />(2) #5 VERTICAL <br />- 3 <br />1 i, II <br />BARS <br />PER FIELD <br />CONDITIONdis <br />I I r �Ilx <br />I PROVIDE 1 Y2' RECESS I III �� Ili <br />rc;i° I <br />K <br />CC <br />I <br />CC <br />c 2'-6"x2'-6"x1' <br />'' <br />0" <br />FOR SGD. REFER TO III LL -J�I�_ <br />`V <br />W H. \ <br />S3 <br />I <br />S3 I <br />W/ (3) #5'S E <br />S3 <br />M MASON'S SLOPE FOR I j I I III :: <br />WIDTH II D.W. <br />�Cj' I' <br />i N <br />�1_�� <br />I <br />S3 I III . <br />■ <br />L- <br />III <br />- - - - - _ - - - <br />- - <br />— <br />...... <br />4 <br />iv <br />S3 <br />I <br />16'-11$" 8.64,. <br />7 <br />c <br />-3 1 /2" <br />I <br />2'-6"x2-6"xl'-0" <br />SLOPE <br />I <br />7'-ig" 4'-8" I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />W/ (3) #5'S E.W. PROVIDE x 9 I <br />N <br />L <br />' <br />io <br />'- — — <br />I HERNANDO COUNTY ONLY <br />T <br />RECESS FOR FRT. DOOR <br />O <br />S3 <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. TrL <br />1 3'-8" <br />2'-0" 1 2' <br />" <br />Pr <br />- <br />I G I <br />■ : — — — -� 0'-0" <br />::. <br />r1le <br />7 <br />bo. <br />S3 in <br />17'-5Z, .... <br />B <br />36'-68" .........: <br />:� : <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" 1 <br />I <br />STORY U.N.O. <br />o <br />W/ (3) #5'S E.W. <br />CJ — CJ <br />I <br />/ i AH N <br />� �-I- <br />�■ <br />I <br />10'-108" r <br />f; <br />I HVAC CHASE <br />III <br />BASED ON <br />LOCATION �'� `°° <br />:.'.' . '. '. '. '.: -�;T -- - <br />TII.: <br />I( o `�II <br />I <br />io <br />r <br />II,. <br />■ <br />I <br />17'-2j" <br />2.9. 2,_8,. 2'-11g"II111 II <br />11. • � <br />Jj I <br />^ <br />-------,-II N <br />- <br />ih <br />I <br />� � / � i_. _� �. • �. • <br />. / I I I <br />I <br />a� <br />in <br />I <br />H.B+ <br />-8" <br />2' <br />6'-0" <br />3'-29" 1 2' <br />-0" <br />TYP @ 1 STORY <br />U.N.O. <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 r1/8" 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 />—� -` u <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />s ; N S:� <br />;f I; <br />�l <br />rl <br />is is <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 />a <br />N <br />N <br />� <br />c <br />o <br />C%4 <br />w <br />°m <br />0 <br />x <br />u. o- <br />u7 <br />G <br />V <br />ji <br />d � F <br />u �+ <br />F E <br />m o <br />0 my <br />..,*: <br />•'J <br />l <br />O� <br />C <br />b <br />/'r� i 11111t �tt1t`` <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 />Q <br />8 S g <br />0 0M <br />S3 <br />r# <br />Q <br />M v � "- <br />_ <br />0 13 <br />CLL� W <br />a <br />�a c - a Y <br />W <br />8�°'°'ox i <br />m <br />Z <br />L <br />= <br />d J <br />5? c zor_ <br />N OU U <br />to <br />W <br />13 0 <br />" <br />z <br />z <br />z C <br />CD <br />J — <br />U) <br />N <br />M <br />v) <br />ch a <br />'LU <br />fn LL <br />0 <br />W <br />�N <br />U <br />�Q <br />old <br />o <br />J <br />o1 <br />z o <br />E <br />h o <br />� <br />�< <br />s <br />-0 OM <br />Z <br />E <br />ao <br />a� <br />Z��V$z <br />�i C <br />No <br />>Z <br />C� Jtl <br />W <br />wLL <br />az <br />J <br />$ <br />d <br />J Z <br />Wig <br />H <br />� <br />0 <br />> Lo <br />LO <br />a <br />`n <br />W <br />Fes— <br />04 <br />G <br />O <br />T <br />O <br />J <br />r <br />�^ Y <br />M <br />W <br />4 J m <br />L0 <br />al <br />O <br />04 <br />N <br />o <br />LdQ/Y <br />04 <br />LO <br />TO <br />\ <br />E <br />04 <br />Z <br />z <br />E r <br />E <br />0 <br />c <br />0- <br />a o <br />JOB <br />NO: <br />22-08311 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />