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W- <br />",","`­#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />N, b, h 1�i <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />b, t, <br />"Alternate: <br />v It N V V� <br />The reinf. bars shall be <br />"t, t, 1, L L L <br />I <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT -DETAIL <br />I <br />Fe 1 T-O" 12'-0" <br />11-4" 11 '-8" T-5" 6-2" T-T' <br />2'-6" x Z-16" x <br />V-0- wl (3) <br />#5's E.W. TYP. @ <br />PORCH AC PAD <br />7y" 7e 9. <br />ED 9 <br />INDICATES FILLED CELL <br />oi* w/3000 PSI CONC. G OUT <br />i �0 FROM FTR. TO BEA w/ (1) #5 <br />9 <br />9 REBAR VERT. ABOVE SLAB. F- <br />60 TYPICAL @ ALL PLA( ES <br />6-10" 6-10" <br />SHOWN. HOOKED F1G <br />DOWELS W/ 17" EMBEDMENT <br />w/ 25" EXT. ABOVE S -AB. <br />GRADE 40 STEEL <br />C.J. <br />Lj <br />HVAC CHASE o? <br />3--l" BASED ON "",I <br />IPROVIDE 1 1/2" <br />I RECESS FOR SGD LOCATION <br />IREFER TO MASONS �3 <br />;0 <br />I SCOPE FOR WIDTH. OP <br />to <br />0 J (D <br />lilt <br />CL <br />C.J. F <br />L _Aj <br />EO <br />o? <br />C� <br />Th <br />to <br />9 <br />F- <br />>- a <br />Ir <br />0 <br />z <br />0 Z) <br />0 <br />;0 <br />Z .0 <br />00 L0 <br />LLI <br />z <br />z 0 <br />U) LL <br />Z-13" x 2-6" x <br />1 '-0" wl (3) <br />#5's E.W. <br />J j <br />QS:6: <br />b . TYP. @ <br />T-8;Y8" TWO <br />3Y2" MIN. 3000psi CONC. STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2" MIN d <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />Typ rGG%N <br />S �3 <br />C.J. <br />7' <br />-3" <br />=77, it <br />— PLUMBING <br />G Gj STACK <br />C.J. 3 <br />2-15" x 2-13" x <br />T-O" 13--1 <br />1'-0" w/ (3) V�—STUB UP <br />#5's E.W. TO 2ND <br />FLOOR <br />FOR A/C <br />K 3 1/2" <br />S3 <br />cli S3 <br />17�9­ <br />7— <br />T-11" <br />C14 PROVIDE 1/2" X 9 <br />0 1/2" RECESS FOR <br />�e4" . --., Z. FRONT DOOR <br />9 TOP OF CONC./ PAVER TO <br />oi* ;t BE 4" BELOW FIN. FLR. <br />-.1 eo <br />co <br />4'-4" <br />TYP. @ <br />ENTRY <br />T-8" <br />0 <br />V-8" <br />Uj <br />0- <br />0 <br />(2) #5 VERTS w/in PS3 <br />FILLED CELL <br />G <br />cc Cn <br />-M in Z� <br />7M - LL- 6Z <br />.� Cc <br />to -0 <br />- -P "D cc <br />C14 <br />Z tv <br />M.= a, <br />cc <br />CU <br />, Nto <br />0 W <br />4K <br />-0 <br />%e�, <br />L6 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural ptans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the Structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />W E RE c-, <br />04 0) <br />0 ii 0. - u- <br />'Zo L-L L� <br />N c) W <br />.6 'S W, <br />LL LL z <br />50 0 <br />0 <br />13i =9 M <br />0 15 lwc,�; Go <br />21y. <br />< <br />W .�rw <br />, 0 0 <br />CD <br />z 0 <br />M < W <br />z <br />(D <br />4-, LL <br />j <br />0 LU <br />ot', 12: <br />LU <br />U) <br />0 <br />cl� <br />E <br />cx_ <br />E <br />0 <br />z C1 <br />C <br />E 0 < <br />0 z <br />, z z <br />Q) t 0 <br />to <br />'0 <br />z <br />Z <br />z <br />0 <br />M <br />W z <br />-0 <br />M <br />cc <br />(D <br />L- CNI <br />(U LO r- <br />:3 LID <br />Cr Co <br />U) .2 <br />L0 <br />3: <br />0 0 <br />CQ <br />04 <br />M d LO <br />0 LO <br />CO) <br />E 0 <br />z <br />z E <br />E0 <br />0 <br />-j <br />JOB NO: 23-06107 <br />SCALE : AS NOTED_ <br />SHEff NO. <br />5 <br />16'-0" <br />19'-4" <br />-i <br />Z LU <br />0 Z <br />06 <br />L) <br />LU <br />LU —i <br />> W <br />(2) #5 VERTS Win <br />FILLEDCELL <br />V-8- <br />W <br />L� <br />Z <br />0 Cr <br />D <br />co <br />'roll <br />CD <br />Cl) <br />9 <br />TYP. @ <br />SINGLE <br />STORY <br />H B <br />It <br />9 <br />z <br />0 <br />0 <br />�8 <br />z <br />0 =) <br />0 <br />LL <br />(r <br />00 <br />U) F- <br />LU 8 <br />z <br />Z 0 <br />U) U- <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 />MONOLITHIC FOUNDATION — ELEV—B. <br />SCALE: Y4"=1'-0" I <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />