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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 z <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />- - <br />REINF. SEE FND. FOR <br />:,", <br />QUANTITY <br />♦ '%'i" r <br />#5 X 25" X 25" CORNER <br />♦ <br />♦ ♦ 3? <br />BAR ONE FOR EA. <br />p v ,p Tp� sg_ <br />HORIZ. REBAR, TYP. <br />U. N. 0. <br />k♦ el p: <br />—Alternate: <br />'�"�� ��'� '♦ <br />The reinf, bars shall be <br />cont. around corner by cold <br />♦aS p♦I ♦�:, v,:, voI <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />10 <br />O - <br />PLUMBING LINE TO <br />SECOND FLOOR <br />0 <br />00 <br />80 <br />! Cl) 0 <br />NIA I <br />O Z <br />I— 0 <br />rn 0 0 <br />rLL 9 <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />A <br />S3 <br />TYP. @ <br />SINGLE <br />STORY <br />O <br />cM <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />• I _ <br />I t <br />I <br />I <br />I <br />Ir <br />25'-0" <br />10'-01, 13'-4" <br />1'-4" , T-4" <br />/ W/ (3) #5 s E.W.01 <br />---- ----- <br />27. I I <br />2'-0" 11'-4" 6'-8" -4"I T-10„ 11 51-2" 11 14'-8" <br />1'-4" 1 4„ I M �AC PAD <br />I I ALT <br />---------------- —— — — — — — — — — — — — — — — — — — — 11 AC PAD I I <br />I f <br />PROVIDE 1-1/2" RECESS J y l 11 `! I I <br />F R SG DOOR. REFER ST STORY HVAC CHASE �'1 L--- 1 1 <br />S6 <br />T MASON'S SCOPE I BASED ON �1 ■ <br />LOCATION <br />F R WIDTH <br />11 I <br />II 1 0 <br />o INDICATES FILLED CELL I I I M <br />I W/3000 PSI CONC. GROUT I I 1 <br />r r FROM FTR. TO BEAM W/ 1#5 <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. I i <br />TYPICAL @ ALL PLACES — I I <br />I SHOWN HOOKED FTG. I _ <br />DOWELS 17" EMBEDMENT <br />-- W/ 25" EXT. ABOVE SLAB I j "' <br />"GRADE 40 STEEL' I <br />I III I 1 1 I <br />-1 I 1I <br />a III I I I • <br />o 0 II II <br />II II 1 <br />Y II I II <br />uO 11 II I <br />IN- <br />I <br />ICI <br />3Y2" MIN. 3000 PSI CONC. S4111`NB I 00 <br />I I FOR HERNANDO COUNTY ONLY I GO M <br />M <br />I I I 3y" MIN. 2500 PSI CONC. q(AB OVER I <br />Li 6 MIL VISQUEEN VAPOR Q##RRIER I <br />C.J. _ — 1 <br />5-3"15'-4" II I • <br />11 <br />_— _— 7 0'-0" ELEV. I I i b <br />----------J FIN CONC. SLAB(/I M <br />• o I II I <br />113'-0"x3'-0"x1'-01' <br />10'-71/2" _ 2'-0"x2'-0"x1'-0" 14'-5' I I Wl (4) #5 E.W. <br />(o / (3) #5 E. W, o <br />■ �--- M <br />lilrr I rr I ill4gi it Ilrrl r rl r I • <br />I— ---— — — — — — — — — — ---- — I <br />_ -3 1/2" 4" STEP J <br />0? I C DOWN b <br />S6 <br />ch <br />17'-1 " S3 MIN. loll,,64" I TYP. @ 50 <br />1 K 1 2 STORY <br />Fill' Ln <br />° I • <br />(BUILDER TO PROVIDE <br />I <br />(APPLIANCE PROTECTION I <br />WHEN REQUIRED PER FBC 1� 00 I <br />I U C <br />"' " ' 9-49-4 <br />• I I <br />-i - — — C.J. — —� -- — — — —1— • <br />1 N <br />I I <br />I I <br />jI 2'-6"x2'-6"x1'-0"1 <br />W/ (3) #5 E.W. I <br />■ I I <br />• `J I L' <br />(2) #5 VERTICALS <br />I TW/IN FILLED ELL I S3IL---- — — — — — — — — — — — — — — — — — — — J <br />25-0" <br />• <br />• • <br />—TOP OF iOI1 <br />MSS <br />O. FIRT. DOOR <br />!Zvi <br />1 <br />BELOW FIN. FLR. <br />ENTRY <br />����'j l <br />��� <br />�►♦/' <br />I <br />MR <br />• i • <br />6'-4" <br />0 <br />00 <br />v <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 />LO <br />0 O Z0 <br />CV O <br />O Z <br />0 <br />0 <br />LL <br />FOUNDATION PLAN <br />SCALE: y4'=1'-0" <br />Cn <br />N <br />CD c <br />LO <br />© L.0 <br />Q <br />— c= = <br />- a� o <br />c cc cN <br />� <br />cLZ <br />cc <br />-M N <br />N <br />s G7 <br />s E W CD = c <br />� 3 <br />d c <br />1= 2 T <br />N G A <br />E <br />La o <br />a <br />,ct <br />- <br />�°° <br />` t ^ � <br />y ^ ° <br />•'�, <br />may, ` <br />q <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 <br />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 />H <br />e � <br />v E 2 <br />CDOm Q N 10 <br />O <br />�y ` <br />!G ; tY <br />CONN - 1 <br />01 m qk <br />O O C v1 <br />LL L <br />y�CC00rn <br />yi <br />I� - LL Lu Lu <br />m o o-a <br />v <br />gj. 1 <br />Vz <br />d Y C7 <br />O - qJ <br />0. Yy <br />y <br />`sti <br />m lu <br />¢ <br />yv W <br />LL <br />0) z <br />W <br />OD O X OL0 Cl) <br />i11 <br />z <br />N <br />0 U ❑Li❑ <br />V M � <br />z N (7 <br />O <br />z N <br />z � � <br />J <br />U)vl <br />N <br />M <br />z <br />c� o <br />4 <br />LU <br />OL,J <br />U <br />8 <br />L.. N <br />( ) =O N <br />o <br />ti <br />C <br />M <br />C� <br />U_ <br />w <br />O } <br />r <br />p <br />w <br />Z <br />Q <br />L.L <br />Eo� <br />>z <br />= �U <br />zo <br />o <br />wz <br />> N <br />Za <br />z <br />od <br />010 <br />F— <br />E <br />�@ <br />xQ <br />a¢o� <br />wzwz <br />w� <br />0o <br />a <br />a <br />�w <br />i = <br />Qo <br />0� <br />m� <br />z� <br />1Z <br />g <br />o� <br />o� <br />z <br />° <br />a <br />a <br />mF <br />_ <br />o <br />wa <br />LD0 <br />�o <br />M <br />2O <br />0 <br />= <br />` <br />> L.n <br />J <br />Om <br />N <br />(O <br />L <br />LO <br />'r^ <br />u , <br />Q <br />T' <br />7T <br />C <br />T <br />U)) m <br />N <br />~ <br />_ <br />U') <br />O <br />O <br />M <br />M <br />04 <br />N <br />LO <br />T <br />Q <br />T <br />Z. u^, <br />I— <br />T <br />M M <br />0 <br />Z <br />t0 <br />z <br />:3 I <br />E r <br />N LO <br />N <br />B <br />m` <br />cc <br />d <br />E <br />E <br />U _j <br />Q p <br />JOB <br />NO : <br />23-06113 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />