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LO <br />LO <br />L <br />!;2 <br />Lr) <br />L8 <br />Cr <br />0 <br />cr) <br />I,> <br />C14 <br />L0 <br />L0 <br />C14 <br />CI_ <br />E <br />E <br />0 <br />T 7 <br />E <br />C> <br />.2 <br />9 <br />0 <br />LZ <br />Cq <br />C14 <br />C14 <br />NO <br />C*4 <br />rn <br />Cf) <br />C <br />5 <br />C <br />3'-55�' , 2' <br />TYP @ 1 STORY <br />U. N. 0. <br />1 6-10" <br />VERIFY METER <br />LOCATION WITH <br />BUI -DER <br />6-10" X-2" <br />8 4'- 10" Z-O" <br />15-C <br />T-O" <br />H.B. <br />9 <br />F <br />ELECTRICAL PANtL 6" x 2'-6" x 1'-0' <br />W/ (3) #5'S E.W. <br />23'4g7" <br />L.21-1 1, <br />41 <br />(2) #5 <br />VERTICAL <br />OPT, D PPT.g <br />BARS <br />TYP @ 1 STORY <br />-3 1/2" <br />SLOPE <br />U.N.O. <br />A� <br />ZD <br />�3 <br />Ci <br />_CJ <br />C) <br />50 <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN <br />CHASE TO <br />ISLAND <br />KITCHEN ISLAND <br />LOW WALLS <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION t <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />EDGE OF SLAB 2" <br />W/ 25" EXT. ABOVE SLAB 40 <br />4'-0" <br />STEEL" 25'-6" <br />BEYOND WALL <br />20'-6 <br />Cf) <br />STEPS AS <br />REQUIRED <br />IfF7 <br />111��llf ff <br />in <br />li L <br />2'-6" <br />7-421" 7-111 <br />XM24 2 <br />(2) #5 VERTICAL <br />K <br />cc <br />I <br />cc <br />PER FIELD <br />CONDITIONS <br />—ill <br />PROVIDE 1)/2" RECESS I <br />1 1u) <br />BARS <br />�k 2'-6"x2'-6"x1'- <br />0" <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR N I I F— <br />/"W.H."\ <br />S3 <br />S3 <br />W/ (3) #5'S E,W. <br />S3 <br />M WIDTH <br />N <br />�3 __CJ <br />N <br />v <br />CD <br />L <br />d .......... <br />......... <br />1. f.l. 1. 1. 1 AIX �x 1. 1. r 1. 1. <br />0 <br />to <br />N <br />LO <br />�3 <br />4 <br />Q�_3 1/2" <br />. <br />--1 3, <br />16-1 la" 8'-6 4 <br />N <br />9 <br />-31 <br />/2"iq <br />1 <br />1 <br />2'-6'x2-6 <br />T-15 <br />8 4'-8" <br />3-1/2" MIN 3000 PSI CONC. SLAB F <br />X11-0 <br />FPROVlDE:YV2w' x <br />W/ (3) #SS E.W. 9 Y2 <br />SLOPE <br />(D <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />3-1/2" MIN 2500 PSI CONC SLAB 0 6 <br />TOP OF CONC,/ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />T-8" <br />4' <br />............. <br />L <br />.. <br />. . . . . . . . . . . . . <br />L <br />rA <br />_L <br />0.: <br />36-681" ........ <br />.90. <br />. <br />�3 <br />TYP @ 1 <br />2'-6"x2-6"x1'-O" <br />STORY U.N. 0. <br />W/ (3) #SS E.W.. <br />_4A. <br />H _CJ <br />U <br />ci Ci <br />10.-1 Oz, <br />8 <br />t <br />HVAC CHASE <br />BASED ON <br />LOCATION 'Ile <br />......... <br />U) <br />�2 <br />0. <br />17'-2z' <br />8 <br />2 2' 2'-1158,11 1 <br />--9" -8" <br />L _J� <br />-4' <br />L <br />�0 <br />h <br />IT <br />1 <br />4" <br />3-0" H.B. <br />3-8" <br />8 <br />TYP @ 1 STORY <br />U.N.O. <br />3 <br />6'-0" L 6'-0" L 6-0" 1. 3--10" L 4'-2" 1, 3-28,- L Z-9g"' 1. 6'-0" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=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 I BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING I <br />VVVVF PLACED IN <br />—1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />—7— <br />FOUNDATION PLAN <br />% <br />X <br />Uj <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 />C:) <br />4- <br />1- 0 <br />0 <br />in X <br />co U_ a� <br />-0 C) <br />C C\1 x- <br />M C) M <br />v <br />-0 (N <br />C <br />(2) <br />E <br />-,0 <br />-0 <br />�7 <br />;5 (5 <br />0 <br />> <br />24- <br />C�> <br />L <br />r <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 />Engineers signature and seaL <br />W <br />01 E 11 <br />m 8 <0 1-0 ru <br />co:) C <br />0 co rN 4t LU <br />U) 04 0 LL a - <br />a) cl) IT <br />z fz 0 <br />Z <br />EE-26— 0 , LU <br />C� (0 a� 0 <br />:5.5 <br />0 - -; 1� 'm <br />W co C� '. < g <br />Z CC) �� 0 _j <br />U) Cl) z C� W 0 <br />U0W <br />a <br />z E1110 <br />8 <br />Wa <br />co Ca <br />0 <br />4 <br />U <br />0 <br />E <br />NO LU <br />C) 0 <br />CO <br />C::D <br />C�D <br />M <br />Cl) <br />LL_ <br />c6 E <br />5 <br />2 0 <br />CL 8 <br />-j � <br />*5 <br />OL <br />W, <br />E <br />no <br />00 <br />0< <br />z <br />< <br />�O <br />Wz <br />:C—,C_:D' <br />=3 <br />C/) <br />C, <br />0 <br />Z, <br />ZW <br />z <br />(n <br />a) <br />01 <br />< <br />1, 1 <br />zz <br />f, 0 <br />0 <br />-z <br />W <br />E 2 <br /><0 <br />±r <br />2�� <br />C=) <br />'0 <br />.j <br />C=> <br />0, <br />Im <br />C:) <br />> Lo <br />LO <br />LO <br />(0 CO <br />C:) <br />=3 C:) <br />co <br />C:) <br />.2 <br />C.0 <br />M <br />4-1 <br />04 <br />M <br />C-4 <br />C:) <br />C:) <br />Lo <br />LAI) <br />T— <br />E <br />z <br />z <br />E <br />CU <br />E <br />0 Lj -0 <br />0 -0 M <br />0 _j < 0 1 <br />a) <br />_j <br />JOB <br />NO: 22-02399 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />