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WWF 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 />If <br />FOUNDATION PLAN <br />U7.1 1: <br />A <br />X <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />r <br />r <br />L <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 />4'-8" <br />C? <br />SCALE: 3/4" = V-0" ;;T AC PAD <br />i ------ Ii <br />I I ALT I <br />I IAC PAD I <br />CY) <br />C� <br />EO <br />00 <br />9 <br />Lr) <br />CY) <br />50 <br />CD <br />-1 <br />Cl) <br />00 <br />TYP. @ <br />2STORY <br />TOP OF CONC ' / <br />PAVER TO BE 4" <br />BELOW FIN. FLR . <br />0? <br />TYP. @ <br />Z <br />ENTRY <br />0 <br />1-- 1-- <br />0 U) <br />0 1 <br />LL, N <br />(D >- W-1x <br />Z = <br />0 <br />0 <br />o 9 3'-0"x5'-0"x1'-01 <br />u- to W/ #5 @ 8" O.C. <br />E.W. <br />NOTE: <br />0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX T" 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 />0 SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />26-0" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />13-4- 101-01, <br />V-4", T-4" V-41 <br />2'-0" x 2'-0" x 1'- <br />W/ (3) #5's E.W. <br />5'-2" T- 10" <br />2K25z; IQ TY <br />6--8" <br />Do <br />1'4L <br />4 <br />S3 j I <br />t <br />�j ----------------- -------- <br />TYP. @ <br />�1� HVAC CHASE 2STORY <br />-------- <br />PROVIDE 1-1/2" <br />RECES <br />I � BASED ON <br />FOR SGD DOO <br />. REFE <br />1� LOCATION <br />TO MASON'S S <br />OPE <br />14 <br />OR WIDTH <br />C> <br />INDI ES FILLED CELL <br />W/3000 PSI CONIC. GROUT <br />FROM FTR. TO BEAM <br />W/ 1#5 REBAR VERT. <br />C.j. <br />ABOVE SLAB. TYPICAL <br />@ ALL PLACES SHOWN <br />�HOOKED FTG. DOWELS 17" <br />tMBEDMENT W/ 25" C.5 <br />(XT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />III, <br />F-0 <br />F—O <br />V2" MIN)000 PSI CONC. SLAB <br />Cn <br />FOR HERNANDO COUNTY ONLY <br />V2" MIN. ��00 PSI CONIC. SLAB OVER <br />6 MIL VISQQEEN VAPOR BARRIER <br />C.j. <br />15'-4" <br />6-3" <br />gk� q-0" ELEV. <br />'-r'��IN CONC. SLAB <br />4'-0"x3--0"x1 --0" W-; <br />2'-0"x2'-0"x1'-0" <br />W1 (4) #5 E.W. 4' 5" W/ (3) #5 E.W. 10'-7 1/2" <br />7� Xi-1 <br />l * 1*' 14 <br />l� At ;IF 1 <br />P 1401, W, <br />4" STEP -3 1/2"- <br />50 <br />DOWN C <br />IL MIN. S3 1 101. Cl) <br />0 a <br />RECESS FOR FRT. <br />PROVIDE 1/2" x 9 1j <br />-4" <br />2 <br />V-14" <br />1-jigr <br />64" <br />a <br />—j <br />5" . ! Zt� <br />�3 31,-Off <br />11 K-1 <br />BUILDER TO PROVID� L <br />APPLIANCE PROTECTION <br />a_ <br />0 WHEN REQUIRED PER FBG <br />Cj <br />9'-4" 9-4' <br />C.i. <br />N <br />2'-6"x2'-6"x1'-0' <br />i W/ (3) #5 E.W. <br />r-1 1 (2) # VERTICALS <br />W/IN FILLED CELL <br />A <br />S3 <br />S3 <br />L— ------ — --------- <br />25'-0" <br />a <br />2'-0" x Z-O" x V-0" <br />W/ (3) #5's E.W. <br />TYP. @ <br />2 STORY <br />I <br />9 <br />F- <br />I <br />PLUMBING LINE TO <br />SECOND FLOOR c, <br />LO <br />A. <br />co <br />U') <br />CD <br />z <br />—0 <br />TYP. @ 1-- 1-- <br />U') 0 U) <br />SINGLE 0 , <br />STORY U- 1 C14 <br />0 <br />0 <br />0 1-- <br />0 U) <br />HB C? <br />FOUNDATION PLAN -A <br />SCALE: Y4"=1'-0" <br />C%4 <br />C2 <br />00 <br />C%A <br />C—) <br />>- LLJ <br />C1, <br />C14 <br />CU <br />E <br />cv, <br />CD <br />C=1 <br />E <br />CD <br />L) <br />OWN/ <br />% <br />""0 <br />I <br />r <br />C:> <br />Ok4 <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 <br />signature and sea] is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />W <br />E <br />C) 0 <br />0. C.) <br />, <br />C', 6 121) <br />0 <br />00 0) N <br />(N C) 4t <br />C') v- It <br />-j Lt w <br />LL. 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