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i - - - ' _ I 11 --- , --:__Iu i, l 1_-11A - 11L-L -L-'__ 1 -1 �. - - -- --- - 1 I . _ _ 11 1 - -L I - -- <br />WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />Uj <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />nT <br />U.N.O. <br />•, -. <br />; •; <br />"`Alternate: <br />The reinf. bars shall be <br />•� <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 />O <br />PLUMBING LINE TO <br />SECOND FLOOR <br />0= <br />NIO <br />A. <br />v <br />li <br />c'M <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 />o @ <br />in TY <br />T SINGLE <br />STORY <br />O <br />M <br />HB <br />25'-0" <br />V-8" 10.-0" 13'-4" <br />FW/ (3) #5 s 0„ <br />E.W <br />I o <br />10 <br />W I <br />o� 1 <br />2'-0" 11'-4" 6'-8" N -4"I T-10„ 5-2„ 4,-8„ <br />1 -4 i 4„ I M j AC PAD <br />• • • • • all i• 11 • <br />11 <br />- - - - - - - --------I-------------------It <br />PROVIDE: 1-1/2" <br />r--- RECESS JTYP. @ ql <br />I <br />F R SG DOOR. REFER S6 2 STORY HVAC CHASE II <br />j BASED ON <br />TO MASON'S SCOPE I LOCATION1 11 a' <br />I F R WI H I <br />I 11 1 <br />I 11 I <br />I II 1 <br />o INDICATES FILLED CELL l l <br />1 W/3000 PSI CONC. GROUT I I 1 <br />r FROM FTR. TO BEAM W/ 1#5 it I <br />I C.J. _ _ REBAR_VERT. ABOVE SLAB. <br />r TYPICAL @ ALL PLACES I I <br />SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT I 1 <br />W/ 25" EXT. ABOVE SLAB I 1 <br />"GRADE 40 STEEL" I <br />I j jl I I I I I <br />• a III I I � • <br />in ao I <br />' I , I <br />�1 1 " I I 1 1 1 <br />Z ft <br />Y II I 11 1 <br />Q <br />I III 3Y2' MIN. 3000 PSI CONC. S411NB 1 <br />FOR HERNANDO COUNTY ONLY i <br />10 I I I 3Y2' MIN. 2500 PSI CONC. �(AB OVER <br />. I C J 6 MIL VISQUEEN VAPOR Q#.RRIER <br />L_ <br />2'r <br />"2'- " 5'-3" 15'-4" II I • <br />•• 1 1 <br />----;— <br />��•0,#,i i 1 1 <br />X11 1 1 <br />1 , <br />iI1NRHl}MINUMiIML'!AI}II111L711I1Ml1MIMilMUIM!lNIININUi 'Ai''i�°��NIMiIMUNI1MtRNIMNNINU}NRUIMUML'MUMN�'r��li�'.'�/�� <br />C DOWN <br />M 1T-1 S3 MIN. 101' <br />I <br />O <br />JA <br />r I • <br />(BUILDER TO PROVIDE j <br />IAPPLIANCE PROTECTION a I <br />WHEN REQUIRED PER FBC 1� OJ I <br />c> (n I <br />I I <br />I 9'-4" 9'4' I <br />C.J. - --�— - c' - - • <br />I o I <br />I N I <br />I 1 <br />_r <br />I I <br />2'-6"x2'-6"x1'-0" j <br />W/ (3) #5 E.W. <br />� I I <br />rJ <br />II (2) #5 VERTICALS <br />W/IN FILLED ELL A <br />S3 —S <br />L--- — — <br />II — — - <br />16'-8" <br />18'-8" <br />25--0" <br />2EC SS FOR FRT. DOOR <br />'RO IDE 1/2" x 91/2" I <br />I <br />v I <br />-4" I <br />I <br />Q 2"I <br />T <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 />AN <br />I ALT 11 I <br />I I AC PAD <br />It ;*) I <br />L — — — — — <br />A. <br />N <br />Al <br />z <br />M <br />O <br />00 <br />0 <br />M <br />J <br />S6 <br />TYP. @ <br />2 STORY <br />TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L - <br />S3 -Q�', <br />TYP. @ <br />ENTRY <br />- <br />r <br />O z <br />Z <br />N o <br />`n S3 10 <br />3'-0"x5'-0"x1'-0" <br />W/#5@8"O.0 <br />E.W. <br />6 4' <br />FOUNDATION PLAN — ELEV—B <br />SCALE: Y4"=V-0" <br />No <br />~ <br />M <br />�+ <br />A <br />c N <br />L_ , XL <br />L a <br />et' :D <br />;; Ls <br />N <br />0 <br />, <br />N <br />E C <br />!'> <br />C�5 n O O <br />U +_ <br />W <br />i <br />`J, <br />r. T <br />at <br />SIC" <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 <br />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 />Q <br />E <br />O N N <br />O N � � J <br />a) O <br />0 <br />co y LL Uj <br />- Q <br />— J d <br />YYn <br />rL cn v aLL <br />JU a S <br />�__y <br />>Y <br />7 (6 N O Q O J <br />Win�pjO' <br />�. <br />¢ Co <br />o a <br />Z W N 0 <br />Z <br />N <br />V U y <br />W <br />❑❑❑ <br />z co O <br />— O O <br />Z co � <br />z � � <br />J — <br />� in <br />N <br />N <br />z o <br />•U <br />a <br />.� <br />O <br />N <br />�N <br />w o <br />C N <br />41 <br />Jim <br />n <br />U <br />8IJ <br /><�.c <br />U 5cs <br />C Y <br />¢ <br />• <br />m <br />t� <br />co <br />M <br />coo <br />-0 <br />w <br />Z <br />Q <br />,L- <br />E <br />Ov <br />zo <br />w= <br />> <br /><� <br />za <br />oa <br />E <br />z <br />I-' <br />o <br />—� <br />o <br />xo <br />az <br />z <br /><o <br />O U <br />� <br />o <br />J <br />It <br />Qo <br />ma <br />z <br />C <br />v <br />J <br />oY <br />U <br />hm <br />Oii <br />aw <br />EZ <br />cm <br />W <br />oa <br />LL <br />Z <br />30 <br />a <br />nw <br />c.0 <br />a <br />p <br />J <br />Lo <br />�' <br />ca <br />ca <br />L <br />T <br />co <br />/T <br />U <br />o <br />v)co <br />(� <br />O <br />� <br />N <br />O <br />N <br />In <br />1'— <br />Q <br />N <br />T <br />ai <br />m <br />T <br />N <br />y N <br />o <br />Z <br />Z <br />E T <br />E <br />y <br />m <br />c <br />a <br />U <br />Q 0 <br />JOB <br />NO: <br />22-02361 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />