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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 />� t1 <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,. :""1' •'1I1 <br />` :'' <br />'—#5 CONTINUOUS <br />r�: 'i c,. .'.•' <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />4, <br />Y;l�`•r <br />HORIZ. REBAR, TYP. <br />... Y' : i. <br />S •. . . <br />U.N.O. <br />•, r��. <br />• <br />. .�i:r i,rl <br />`�- <br />**Alternate: <br />� � r � `� <br />� • • f' ^ <br />sI •. <br />The reinf. bars shall be <br />�: _ <br />; <br />Cont. around comer by cold <br />•: • r - r ,: • •: , • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-011 <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />TO MASON'S SCOPE <br />FOR WIDTH <br />0 <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. — <br />TYP. @ <br />2 STORY <br />U.N.O. <br />/ J <br />25'-011 <br />10'-01, 15'-0" <br />1141 71-411 1 /-411 <br />L 2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />11'-8" 6110" I <br />6'-211 51-211 <br />51-2" <br />I <br />-4 -III <br />I <br />I <br />2,-8„ <br />TYP. @ J <br />2 STORY S6 <br />AC PAD <br />I <br />I <br />U.N.O. <br />■ NJ <br />■ <br />■ // ■ <br />------- <br />--- <br />----------�ri----I <br />I <br />M <br />I <br />s3 <br />I <br />i FILLED CELL <br />/3 <br />00 PSI <br />/� / I IN <br />I <br />CONC. GROUT FROM <br />FTR <br />TO <br />BEAM <br />w/ 1#5 REBAR VERT. <br />BO <br />E <br />SLAB. <br />TYPICAL @ ALL PLAC <br />ES S <br />H <br />WN <br />HOOKED FTG. DOWE <br />S 1 " <br />// HVAC CHASE 1 <br />1 EMBEDMENT W/ 25" EKT. <br />ABOVE <br />SLAB <br />/j BASED ON 1 <br />"GRADE 40 STEEL11 <br />LOCATION I ■ <br />1 <br />4'-2" 2'-6" 0 <br />r <br />/ / <br />64"UJI <br />I <br />1 �-- — — — <br />— <br />-T--- <br />F- <br />1 <br />O�I <br />I <br />II <br />I ■ <br />/ II <br />00 <br />to <br />V ELEV. O <br />/61N CONC. SLAB <br />/ <br />6 <br />0 <br />EO <br />TYP <br />2 STORY <br />U.N.O. <br />■ ir2 <br />cce) <br />r — — —1 21 ,1 l/1.811 PLUMBING 1 I I 3-1/2" MIN. 3000 PSI <br />r ALT� I / STACK N I I CONC. SLAB FOR <br />1 AC PAD I— I I HERNANDO COUNTY I ■ <br />■ — J Li ONLY 3-1/2" MIN. 2500 I <br />L_ _ _ _ J PSI CONC. SLAB OVER <br />STUB UP TO 6 MIL VISQUEEN 1 <br />2ND FLOOR 1 I C J VAPOR BARRIER <br />FOR A/C — — — — <br />go <br />OU) <br />oN <br />} <br />t� <br />o <br />co <br />14 IF <br />Z <br />Or <br />OA <br />S3 <br />0 <br />TB <br />-cn <br />• • <br />STUB • <br />nuns NUMMMARRM. �:�►_�) �n <br />CD <br />C K <br />C3 1 /2' I S3 S3 <br />PO'-8" O BUIL ER TO—1----1 <br />Z wI PROVIDE ■ <br />■ <br />■ ■ <br />O_ Q APPLIANCE I <br />� a PROTECTION TOP OF CONC.1 <br />„ <br />t9 <br />J¢ <br />WHEN REQUIRED PAVER TO BE411 <br />■ 0 ( <br />I U <br />PER FBC BELOW FIN. FLR. <br />N <br />ILUw <br />1 <br />V)LU <br />>w I <br />I ■ <br />-- <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. - <br />- C.J. — — — <br />(2) #§ VERTICALS <br />2'-6" x 2'' -' x 1'-0" W/IN FILLED CELL <br />i W/ (3) #5's E.W. <br />I S3 <br />------_—L-------- <br />2'-0" x 2'-0" x 1'-011 <br />W/ (3) #5's E.W. <br />16'-8" <br />16'-0" <br />25'-0" <br />F� <br />■ <br />A <br />S3 <br />o TYP. @ <br />Er, SINGLE <br />STORY <br />1'-10,11 5'-411 <br />0 <br />U) <br />PROVIDE 1/2" x 91/2" <br />RECESS FOR FRT. DOOR <br />P/ L \ v <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />0) <br />V <br />Z O <br />O � <br />ON <br />UL <br />zCr <br />�O <br />OU) <br />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: Y4'=1'-0" <br />c� <br />N <br />O <br />N <br />+� <br />r <br />ti <br />W <br />`'E <br />a� M <br />c raWe„ <br />cc+- <br />=4-4 <br />N N c <br />a <br />`C" <br />3 W <br />a« <br />6 <br />3 • v a, <br />0 c cs <br />N <br />N <br />CO <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. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />v) <br />I49 -o <br />s <br />108 <br />N $ = N rco <br />� <br />dQ <br />ENO , <br />M <br />0 _ <br />LL LL Wa �y <br />Tt Y <br />i•-�' <br />N� <br />inQjO' <br />W <br />z <br />LLW <br />m Lu <br />MZ d0 <br />Z <br />N <br />OU <br />W <br />DO <br />z"' <br />8 <br />—Z $ <br />z o <br />J <br />v ! <br />N <br />M <br />a)m� <br />LU w <br />a <br />�uI <br />O <br />w $ <br />IN^ <br />Ly N <br />W <br />c� <br />Q OD �1 N <br />Z <br />CCM <br />l—'i_ <br />E E <br />zo <br />?o <br />rH <br />zR <br />Q <br />o <br />H• � <br />=® <br />U <br />t <br />OU <br />az <br />� <br />O <br />�W�yy <br />4o <br />K W <br />m0 <br />cn <br />� C <br />Z <br />z <br />7i <br />c <br />dz <br />a <br />it <br />ww <br />ao <br />2I4 <br />V <br />c0 <br />0 <br />_ <br />J <br />L6 <br />0 <br />o, <br />c0 LO <br />N <br />:3CL <br />N <br />I.C) <br />Q <br />Cr <br />0 <br />N <br />o <br />m <br />N <br />o <br />N <br />00 o <br />Lo <br />T <br />Q <br />00 Itor <br />E <br />c <br />to N <br />0 <br />No E <br />m <br />?: <br />c <br />0- <br />U <br />Q p <br />J <br />JOB <br />NO: <br />23-04655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />