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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 />----ram <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />#5 CONTINUOUS <br />"F; <br />d�; .' <br />q '•_ <br />REINF. SEE FND. FOR <br />•,;';; <br />•k <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />•, = •. - •. <br />; •- ; <br />: <br />.'Alternate: <br />►" <br />. <br />"=�� %; "�' <br />ate-=--. <br />•. <br />The reinf. bars shall be <br />CCC <br />�" � — �_-- ��z� <br />�:%. • �r• • �• �r. ;r.: • �r <br />Cont. around corner by cold <br />• <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />0 <br />n <br />cfl <br />O z <br />PLUMBING LINE O <br />SECOND FLOOR <br />0 <br />00 <br />0o <br />25'-0" <br />1'-8" 1, 10'-0" 13'-4" <br />1'-4" . 714" <br />2'-0" x 2'-0" x V-0" L2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. S� /_VV/ (3) #5's E.W. <br />AIM ---- ----- J3 <br />I I � I <br />2'-0" n14"1. 6-8" T-10" V-211 4,_8,• <br />1'4" 1 I <br />l �„ I M I AC PAD <br />■ ■ • • ■ I ■I I■ I/ ■ It <br />I I ALT <br />I I AC PAD I I <br />- - - -------- - - - - - - - - - J------------------rI II - I <br />II `� I <br />I PROVIDE: 1-1/2 RECESS S6 TYP @ v <br />F R SG DOOR. REFER BASED ON <br />2 STORY HVAC CHASE I <br />jTD MASON'S SCOPE I LOCATION �� ■ <br />I F R WI H <br />I <br />I I <br />■ I o INDICATES FILLED CELL I I I M <br />I I W/3000 PSI CONC. GROUT <br />j r FROM FTR. TO BEAM W/ 1#5 Ili I <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. <br />TYPICAL @ ALL PLACES I / <br />S6 I I SHOWN HOOKED FTG. <br />TYP. @ I DOWELS 17" EMBEDMENT I I iv <br />2 STORY I r - - W/ 25" EXT. ABOVE SLAB / j "' <br />j t o Ij j "GRADE 40 STEEL" j <br />■ aRol <br />II 1 I � ■ <br />a q � "'CIO- x <br />I II <br />111 PSI CONC. <br />FOR HERNANDO COUNTY ONLY <br />3Y2" MIN. 11 PSI CONC.OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />�■ 1 1 , <br />• CONC.FIN ` <br />.� <br />1 1 1 1 1 1 <br />1 <br />CPA (3) #5 E.W. 1/1,1111 7 <br />rf� 1=04 Aw <br />���'ItAA11� <br />MUN <br />STEP <br />a;�+uwnt�runt,�ttrurunt��nurtmt��xru►w�ti �3':__,_�.:•ir,�++tnt;�.runt,�+taw�r+�•nt,�tttw,�r«wrtr����+:rn �►���� <br />I, Q DOWNi ^%1F ;o <br />1 ® 1 • <br />STORY <br />n <br />I <br />L <br />IBUILDER TO PROVIDELLJ <br />IAPPLIANCE PROTECTION <br />REQUIREDIWHEN • '1� �• I/f• O• / / <br />PAVER TO BE 4" <br />1 <br />OP <br />ENTRY <br />tt STORY in <br />.W • <br />rj <br />• i FILLED Q 1 <br />• <br />• <br />1 1 1 <br />• • • <br />0 <br />00 io <br />, <br />16'-8" <br />18'-8" <br />25'-0" <br />, <br />6 4„ <br />0 <br />00 <br />11* <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 />O <br />U <br />NIO <br />N 0 <br />Z <br />0 <br />0 <br />i 0 <br />T <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />N <br />!V <br />b- o <br />m LU <br />> W <br />t:s0 <br />Li c � o <br />0 owe <br />flreox <br />w 6L Q <br />0 <br />0 <br />y <br />Q N Y3 <br />aD <br />'a. <br />m w <br />0 <br />C= ci <br />3 3 � <br />d .a <br />y u y <br />` <br />CM <br />O <br />N <br />N <br />.., ', ...-�••��-. pia <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 />W <br />N o <br />2� <br />�Lro-1a <br />M a LL <br />LL <br />� <br />�Cp u- w <br />�LLI.L 0_ <br />IQ1� Ill <br />V <br />0 <br />@2�_ 0 <br />W <br />Cj <br />Z 00NZ d <br />K <br />ZN o� <br />C9 <br />z N <br />Q <br />J <br />tl N <br />N <br />- <br />M <br />N Z o <br />� Ur s <br />w <br />�--+ C/,j <br />is w <br />U <br />O C <br />W N <br />'® e <br />8 <br />a N m <br />Z< <br />W <br />M <br />J <br />Q <br />Z <br />E <br />so <br />ao <br />aEL <br />w <br />=® <br />oa <br />H <br />�E <br />s° <br />%V <br />uO <br />�U <br />°w <br />z <br />F— <br />a° <br />4 o <br />iz <br />it w <br />� C <br />ado <br />� <br />°�Z <br />'0 <br />o� <br />z�� <br />m J <br />"m <br />a ° <br />''<W <br />�z <br />5 <br />o� <br />g0 <br />W <br />r <br />6° <br />z <br />� <br />H- <br />�� <br />S3 <br />o <br />w¢ <br />�o <br />Mj <br />v <br />zl< <br />a F3 <br />0 <br />V. <br />>Lo <br />J <br />OCID <br />� <br />N <br />N <br />LO CL <br />LO <br />^ <br />N $ <br />N <br />m <br />N <br />Ln <br />U- <br />r*.. <br />O Y <br />O <br />CD <br />`0 N <br />m N <br />L.0 <br />r <br />( <br />ci <br />Cfl N <br />' N <br />o <br />Z <br />z <br />N <br />E N Iu <br />03 <br />0 <br />� <br />a. <br />.° :a o <br />JOB <br />NO: 23-04653 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />