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- __ I — — <br />I L�_�Li-lv I IN <br />WWF PLACED IN 1/8" 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 />LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />r <br />r <br />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 />I <br />ce) <br />� x 0 <br />01-1-Z <br />10 <br />( N_ 1,L_L I <br />00 <br />>_ 0 <br />Ir Z <br />0 P <br />1- 0 <br />U) C? <br />0 <br />IL LL <br />0? <br />M <br />CV) <br />9 <br />;;T <br />ce) <br />t 5 2" <br />�AC PAD <br />S6 <br />TYP. @ <br />2STORY <br />U.N.O. <br />251-011 <br />15'-0" <br />10.-Olv <br />it <br />71-411 <br />Z-121" x 2'-0" x V-101" <br />oll-411 <br />4 4- <br />W/ (3) #5's E.W. <br />Z-O" x Z-O" x V-011 <br />W/ (3) #5's E.W. <br />TY <br />6-2" 6-2" <br />6-10" ll'-8"1 <br />TYP. @ <br />2 STORY 2'-8" 6 <br />4' <br />C? <br />U.N.O. <br />— — — — — — — — — — — -- <br />M <br />PROVIDE 1-1/2" RECESS <br />S3 <br />FOR SGID DOOR. REFER <br />INDIC <br />ArES FILLED CELL w/3000 PSI <br />TO MASON'S SCOPE <br />CONC. <br />GROUT FROM FTR. TO BEAM <br />FOR WIDTH <br />HVAC CHASE w/ 1A5 <br />IREBAR VERT. ABOVE SLAB. <br />BASED ON TYPI <br />-_AL @ ALL PLACES SHOWN <br />LOCATION HOO<qD <br />F--G. DOWELS 17" <br />EMBEDMENT <br />W/ 25" EXT. ABOVE SLAB <br />"GRADE <br />40 STEEL" <br />64" <br />21-13" 4'-2" <br />F-1 <br />—U-.T -3 <br />— — — — — - <br />0? <br />F_ <br />EO <br />L <br />__1 <br />TYP. @ <br />00 <br />2STORY <br />V-131" E <br />FIN CONC. S4,\AB <br />00 <br />3-1/2" MIN. 3000 PSI I 1 .1 r. 71 <br />PLUMBING 2'-8 — — __� I <br />C14 I r T <br />CONC. SLAB FOR 1 AL <br />HERNANDO COUNTY STACK AC PAD <br />ONLY 3-1/2" MIN. 2500 U _j <br />L <br />PSI CONC. SLAB OVER L = j <br />6 MIL VISQUEEN —STUB UP TO <br />VAPOR BARRIER C.j. 2ND FLOOR <br />FOR A/C <br />21-6" x 2'-6" x STUB UP <br />CD 9 <br />1 '-0" W/ (3) F�, 2ND FLO <br />-1 <br />#5's E.W. FOR A/C <br />K <br />3 1/2" co <br />LO Lo <br />L — — — — J_ BUILDER 0 0 3-8] <br />PROVIDE -i <br />NEI .- . 3, Z LU <br />APPLIANCE 0 Z <br />PROVIDE 1/2' x 9 1/2' PROTECTION <br />RECESS FOR FRT. DOOR TOP OF CONC./ <br />WHEN REQUIRED _j <br />PAVER TO BE 4" PER FBC 0 < <br />_�Ty i!� BELOW FIN. FLR. <br />/07 <br />S <br />S3 <br />S3 j <br />>_ L.L <br />LL I- <br />01 <br />LU <br />> <br />9 <br />2 <br />*'-6" x 2'-6" x V-0" <br />IT -S <br />2'-0" x 2'-0" x 1 1-01"-17 W/ (3) #5's E.W. <br />W/ (3) #5's E.W. C.i. <br />TYP. @ U? I A <br />SINGLE (2) #5 VERTI ALS --- <br />STORY 2'-6" x 2'-6,, x 775- <br />W/IN FILLED CELL <br />ELL 2 6 x 2�' ­�x. 7.57 <br />W/ # <br />s W <br />W/ (�3) #5's E.W. 4 <br />9 <br />6-4-1 Iv-1011 <br />21-011 x Z-O" x 1 1-001 ---------- — <br />W/ (3) #5's E.W. <br />16'-8" 11-6" <br />16-01' <br />25'-0" <br />uj z <br />2 0 cr <br />>_ UJI <br />�= � 0 <br />cc 0 =� <br />LU 0 =) <br />> _5 co <br />A <br />31 <br />10 <br />9 <br />ED <br />9 <br />TB <br />x <br />9 <br />F-) <br />9 <br />CD <br />00 <br />1 �. 1, <br />40k <br />Ul`_ I I- <br />) 0 <br />C� 0 <br />LL <br />>_ a <br />cr Z <br />0 1- <br />1- 0 <br />U) 0 <br />" I 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 />FOUNDATION PLAN - ELEV - A I <br />SCALE: Y4"=1'-0" <br />CL <br />cc C-2 cc,41 <br />co >< <br />LW C3- <br />cc <br />2! <br />CL) <br />CL W <br />E <br />ca- 0 <br />CN <br />=0 <br />C14 <br />3--y <br />N 8;t. <br />STATE OF <br />/0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />dravAngs 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 />E <br />"8 <br />0 448-1 z'j <br />0) LO <br />'C'N- IS u_ LIU <br />Lu <br />0 <br />u_ 'LL <br />u_ <br />0 <br />01, Z:, <br />0 <br />z 0 0 <br />9 <br />t : 4- <br />� '5 C', <br />W 0 2 t- <br />Z CC) <br />LLL 1 05 <br />z <br />C14 < <br />W <br />0 M v <br />P - <br />z N Cl) <br />co <br />U) <br />ur) <br />+_j <br />LLJ <br />0 <br />V) <br />L.0 <br />0 <br />En <br />CD <br />0 <br />Cl> <br />Cl> <br />0 <br />z <br />__j <br />E <br />z- <br />Z <br />< <br />Uj z <br />C, <br />0 <br />E3 E <br />CO <br />< <br />(5 <br />(0 <br />t0 <br />z <br />< <br />=0 <br />FF <br />'Z <br />8. <br />W <br />C> 3: <br />w <br />1< 20 <br />Z <br />CD <br />0 <br />zl< <br />0 <br />L6 <br />tM <br />1! <br />LO <br />0 <br />< <br />cr 0 <br />a. <br />U) ca <br />0 <br />LO <br />LL <br />0 <br />r___ <br />LO <br />_1z <br />U Cn <br />o <br />04 <br />(13 C,4 <br />(n <br />a) <br />LO <br />0 <br />(D (%4 <br />00 <br />E <br />CY) <br />0 <br />W <br />z <br />:3 <br />E <br />E <br />0 <br />a. <br />0 <br />JOB <br />NO: 23-02469 <br />SCALE: AS NOTED <br />SHEEr NO. <br />5 <br />