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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 />LU <br />z <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />,.a ,. <br />1 �f �' <br />#5 CONTINUOUS <br />� <br />REINF. SEE FND. FOR <br />•." .`:;; :'� F <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />q j# <br />y <br />BAR ONE FOR EA. <br />° rr <br />w°° <br />HORIZ. REBAR, TYP. <br />•�•. <br />U.N.O. <br />, ,. <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" = 1'-0" <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />TO MASON'S SCOPE <br />FOR WIDTH <br />0 <br />;t <br />LO <br />Z 0 <br />O 1 <br />U— N <br />z o <br />O~ <br />O� <br />u- ' <br />r <br />25'-0" <br />10'-01, 15'4" <br />1-4 7 4 1-4 <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. L 2'-0" x 2'-0" x V-0" <br />#5's E.W. <br />TYP. <br />T <br />6'110" 1 6-2" 5_2" 11 <br />21.8,1 TYP. @ J AC PAD <br />2 STORY S6 <br />U.N.O.En <br />■ ■ ■ ■ // ■ <br />------ M--------------T-----I <br />I S3 <br />INDICATES FILLED C LL /3 00 PSI // / i ■ <br />CONC. GROUT FROM FTR TO BEAM <br />w/ 1#5 REBAR VERT. ABOE SLAB. <br />1 TYPICAL @ ALL PLACES SHOWN <br />1 HOOKED FTG. DOWE S 1 �" / j / HVAC CHASE <br />EMBEDMENT W/ 25" E T. AB VE SLAB /j BASED ON 1 <br />"GRADE 40 STEEL" // LOCATION ■ <br />t- I <br />14'-2" 2'-6" b 6'-4" <br />°0 1 r------_—� /'F­1— — — — <br />EE <br />I <br />■ I / TYP. @ ///-� TYP. @ <br />� �; 1 � 2 STORY <br />U.N.O. 2STORY 1 / // 1 I U.N.O. <br />, 1 ■ <br />0? S6 "N CONC. S B - <br />1 <br />r 2' 11" �PLUMBING I I 1 3-1/2" MIN. 3000 PSI <br />FALT �_g� / STACK iv r I CONC. SLAB FOR <br />AC PAD ( — N I I HERNANDO COUNTY I ■ <br />■ — J Li ONLY 3-1/2" MIN. 2500 1 <br />L — — J-1 PSI CONC. SLAB OVER 1 <br />q STUB UP TO 1 6 MIL VISQUEEN 1 <br />c� 2ND FLOOR I C J VAPOR BARRIER <br />e <br />L!i <br />0 <br />F- <br />O <br />10 <br />— <br />■ I I ■ <br />1 2'-6" x 2'-6" x 1 <br />STUB UP TO 1'-0" W/ (3) 1 <br />2ND FLOOR #5's E.W. <br />■ L---FORA/C --- <br />■ I ■ <br />w <br />w H.W -3 1/2" C K =CD <br />I I <br />CO <br />O W 1 1 S3 S3 LO <br />00 <br />ca <br />0 <br />0 <br />U") <br />A. <br />CD <br />CV <br />co <br />BUILDER <br />TO <br />—1----J <br />j O m <br />1 Z w <br />PROVIDE <br />I <br />■■ <br />■■ <br />_O Z <br />1 <br />APPLIANCE <br />1 <br />411 <br />1 <br />PROTECTION <br />TOP OF CONC./ <br />�0 <br />PROVIDE 1/2" x 91/2" <br />0 Q <br />WHEN REQUIRED <br />PAVER TO BE4" I <br />1 <br />RECESS FORFRT.DOOR <br />■ <br />PER FBC I <br />BELOW FIN. FLR. I <br />�, <br />o <br />YP L <br />IOW <br />I <br />S3 <br />1 <br />>w32� <br />I <br />_ <br />1 <br />■ <br />— <br />— <br />S3 �.' <br />i <br />I <br />o <br />2'-6" x 2'-6" x V-0" <br />N <br />W/ (3) #5's E.W. - <br />- C.J. — — — <br />A <br />A(2) #� VERTICALS <br />17/62'-6" x 1'-0" W/IN ILLED CELL <br />#5's E.W.TB C' <br />J <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 />1'-101, <br />A <br />S3 <br />o TYP. @ <br />c, SINGLE <br />STORY <br />5'-4" <br />2'-O" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <br />T <br />0 <br />Z O <br />O VJ <br />ILL N <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 />ers <br />N <br />N <br />t� <br />W <br />.►� o <br />= <br />v <br />cc <br />a a <br />icc o N 'B Q <br />i 4 <br />w cm. c <br />c <br />m <br />R d v d <br />y a� <br />cc o <br />a u <br />• r�o `. cam! <br />��;�✓ ll <br />14 ����E <br />Witon,111, <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E c <br />a o �8 N <br />N N m <br /># <br />J <br />6 Co a) J <br />•) LL <br />0 O? LL <br />U) n� Ji LaufA ej cM*> �v 3 w a a <br />Z <br />Z�� oo <br />AMC, ow3: <br />W U) c� J k z <br />O <br />Z LO ILM M Z <br />V - <br />60 ❑0❑ <br />Z <br />W <br />M � <br />N (") <br />o g <br />N <br />o Q <br />J <br />V} a <br />U `o <br />LU <br />0 a <br />O LU o <br />V) w <br />tfifls <br />ZD <br />U ) N <br />° <br />Q M 0 <br />o <br />z <br />W <br />M <br />M <br />J <br />Q <br />Z � <br />O <br />� <br />Q <br />g <br />LL E <br />w o <br />� <br />> <br />¢ N <br />� p <br />E <br />z <br />�_ o� <br />o0 <br />o <br />� � <br />ao <br />-z <br />�z <br />y <br />, <br />a0 <br />�� <br />QO <br />m� <br />OO <br />Z <br />N <br />°< <br />ao <br />W <br />m <br />Qo <br />o <br />�LL <br />�_ <br />�3 <br />J Z <br />W F <br />J <br />o <br />` <br />w� <br />2 <br />ao <br />e3 <br />C <br />O <br />_0 <br />J <br />LO <br />O <br />c� <br />M <br />co <br />CN <br />LID <br />LO <br />T A <br />co <br />T <br />a. <br />(� � � <br />m <br />N <br />LO <br />~ <br />LO <br />O <br />04 <br />-- <br />LSD <br />r <br />LO <br />T <br />C T <br />Z t'M c\ <br />co <br />o <br />Z <br />Ca <br />Z <br />� jj LO <br />E N <br />CU <br />a <br />a <br />U -j Q p <br />c <br />JOB <br />NO: 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />