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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 />w <br />Cn <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />. • "I' ;u :'' <br />' -#5 CONTINUOUS <br />• ., .: • tr <br />REINF. SEE FND. FOR <br />i, <br />♦ r' <br />♦- <br />QUANTITY <br />r I' ' 4"' <br />' <br />#5 X 25" X 25" CORNER <br />', :' '♦_, .' ; : ''i �l," ; �',`,I <br />BAR ONE FOR EA. <br />,, . <br />HORIZ. REBAR, TYP. <br />T ;•z } <br />^ <br />U.N.O. <br />r <br />'•_ <br />-Alternate: <br />�'♦ 'Y", <br />• <br />The reinf. bars shall be <br />�; ; ; �; `� r <br />Cont. around corner by cold <br />♦ f ,• ♦ ♦ • ♦':., ♦ , • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR, REFER <br />TO MASON'S SCOPE <br />FOR WIDTH <br />1- <br />c7 } <br />z Iz <br />~O <br />O rn <br />O N <br />0 <br />I- <br />00 <br />CD <br />CV) <br />M <br />OP <br />Co <br />10'-0" <br />1'-4" 1 71-411 <br />W/ (x 2'-0#5's x 1 E.W.-I <br />` <br />W/ (3) #5's . —� /—L <br />1'-4" <br />25'-0" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />15--0" <br />I I I <br />I1'-8" 6110" I 6-2" 5'-2" 5'-2" 0 <br />ia5 <br />4 <br />11 ,,,' I 2'-81t STORY 3 AC PAD <br />at . ss <br />U.N.O. <br />I <br />S3 <br />INDICATES FILLED C <br />-LA/3000 <br />PSI <br />CONC. GROUT FROM <br />=TR <br />TO <br />BEAM <br />W/ 1#5 REBAR VERT. <br />BO <br />E <br />SLAB. <br />TYPICAL @ ALL PLAC <br />S SHOWN <br />// <br />HOOKED FTG. DOWE <br />S 1 <br />HVAC CHASE <br />EMBEDMENT W/ 25" E <br />KT. AB <br />VE SLAB <br />/j BASED ON <br />"GRADE 40 STEEL" <br />// LOCATION I ■ <br />1 <br />4'-2" 2'-6" 0 <br />6-4- <br />I <br />_ <br />I I I <br />II <br />I ■ <br />I L — J <br />/ <br />00 <br />cn <br />O <br />M <br />TYP. @ ■ TYP, <br />2 STORY oo `° I I 2 STORY <br />U.N.O. <br />U.N.O. I ' / ELEV. `O <br />rrnnlr CI R —077I I co <br />` S8 ' i //Y... --•--• -- - I -��-� III i <br />r — — — 1 21 1111 41-811 PLUMBING I I I <br />FALT I / STACK - I I <br />AC PAD II ■— IL N II <br />Li <br />L_—_J <br />STUB UP TO I 0 <br />2ND FLOOR <br />FOR A/C ■ I I C.J. — <br />ED <br />O <br />In <br />T� <br />A <br />S3 <br />o <br />TB <br />b <br />1 <br />co <br />3-1/2" MIN. 3000 PSI <br />CONC. SLAB FOR <br />HERNANDO COUNTY I ■ <br />ONLY 3-1/2" MIN. 2500 <br />PSI CONC. SLAB OVER I <br />6 MIL VISQUEEN <br />VAPOR BARRIER <br />■ <br />' 2'-611 x 2'-6" x <br />\ <br />`—STUB UP TO I 1-4' W/ (3) <br />I 2ND FLOOR #5's E.Wts <br />L — — — FOR A/C <br />■ <br />6'-10" -�',31/211 CS3 <br />11-81' 0 BOIL ER TO--1----1 <br />w PROVIDE <br />O z APPLIANCE I ■ ■ ■ ■ <br />0 <br />in <br />A iQ J PROTECTION TOP OF CONC./ -4 PROVIDE 1/2" x 91/2" <br />v EC WHEN REQUIRED PAVER TO BE 4 I 4 RECESS FOR FRT. DOOR <br />■ I PER FBC I BELOW FIN. FLR, I I, I YPM <br />� v <br />I L I.— I <br />IOW <br />I>w <br />i I ■ -- <br />I I I 4 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. - <br />- C.J. <br />(2) #4 VERTICALS <br />2-x 2'-6" x V-" W/IN ILLED CELL <br />s0 <br />W/ ("3) #5E.W. J <br />I S3 <br />Cj <br />-------—I--------- <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />16'-8" <br />16'-0" <br />25'-0" <br />■ <br />11-101, <br />A <br />S3 <br />o TYP. @ <br />in SINGLE <br />STORY <br />5'-4" <br />`f <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />T <br />r <br />CD <br />OE <br />z0 <br />O� <br />u- N <br />z0 <br />O F" <br />O 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 <br />SCALE: X"=1'-0" <br />elks <br />cm <br />a� <br />Cn <br />o <br />Q <br />p u� <br />C-1 <br />c ea ca <br />n U— 7✓ <br />1/Y O td <br />N <br />R�d� <br />� Co <br />ate•`° >- <br />N a. <br />s <br />G <br />-01vV <br />Cv <br />LL <br />To the best of the Engineers 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 <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />a04 <br />W W <br />LL <br />Z <br />J LL 5 <br />S a <br />a <br />Z <br />ILh <br />N (h J <br />= <br />OU <br />W <br />❑ ❑ <br />CD <br />Z N <br />z � <br />< v <br />U) t/i <br />Z m <br />C9 0 <br />� <br />1--+ <br />D <br />cn <br />QLU <br />0 <br />v) <br />�., <br />0� <br />U <br />LLJ J <br />t <br />UCIO <br />• <br />o <br />Cl>Z <br />w <br />J <br />Eo <br />� <br />a <br />a�. <br />Qo <br />m � )-g <br />-_® <br />s0 <br />°<,z <br />wz <br />z <br />~ <br />bW <br />0 <br />"° <br />QO <br />m <br />C <br />� <br />YgLL <br />r0 <br />Z�� <br />ak <br />� <br />o <br />`v <br />wa <br />ola <br />O? <br />�I3 <br />=O <br />= <br />>O <br />J <br />L6 <br />O <br />NIT <br />m <br />N <br />L' <br />N <br />N <br />CL <br />Q <br />Cr <br />� <br />N <br />� <br />m <br />4 -+ <br />o4-1 <br />IN <br />O <br />ILL <br />LO <br />U ch <br />O <br />co <br />m � <br />N N <br />L0 <br />T <br />M (V <br />r <br />E <br />NCO <br />z <br />M <br />E M <br />y T <br />2 <br />= <br />a <br />U 0 <br />m <br />q p <br />JOB <br />NO: <br />23-00511 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />