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I r I I I_ I l l I ILL-11 �LI - 1.J_-11 M 111111111, 1 <br />I <br />1 <br />I' <br />y1 <br />C <br />c <br />v <br />V-B" 5'- <br />6-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />�S3 <br />G <br />-10" <br />6'-0" <br />6-0" 6'-0" 5'-2g" 7,_ 18„ <br />15'-0" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER +H <br />8' <br />............................. <br />---------� <br />......... <br />-- <br />......... <br />� <br />.................................. <br />-------T: — �4 <br />—(2)#SREBAR <br />v_---- <br />60 <br />VERIFY LOCATION <br />�— <br />-^ <br />CO <br />l lb <br />j�-- <br />4'-0" <br />12'-1" <br />\N <br />. �W•H•i/ <br />ELECTRICAL PANEL <br />VERTICALS w! in <br />J <br />BUILDER O <br />FILLED CELL I <br />: � <br />:: <br />I : ' <br />APPLIANCE PROTECT <br />ON <br />Ak <br />WHEN REQUIRED PER <br />I <br />• <br />FBC <br />354 <br />20'-6" <br />----- <br />- - - ------ <br />---_ --- <br />- <br />-- - <br />I: <br />--- <br />iv <br />in <br />I <br />ih <br />I <br />K o <br />S3 7 <br />J <br />S3 <br />T <br />EDGE OF SLAB 2" <br />- <br />■ <br />I CJ :: <br />:CJ <br />I : -f- <br />BEYOND WALL CJ <br />- <br />- <br />1? <br />5'-3" 1'-10" 3'-6" III <br />cV f <br />I <br />N a� <br />::::::::........--------_ <br />(� <br />_-_ <br />- -- <br />±� <br />(2)#5REBAR <br />I <br />I <br />VERTICALS w/ in <br />I — <br />J <br />I OPT. WI I I OPT. <br />D -3 1/2" <br />I <br />"n <br />FILLED CELL <br />2'-6"x2'-6' X1'-0jFTG G <br />W/ (3) #5 E.W. S3 <br />:; r` 1 <br />_.t _._ j <br />�._ _._ �T <br />I Lo J I I <br />L - - - - J L - - - - <br />3-5" <br />SLOPE <br />-� <br />T-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />c' <br />AHLI <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I iv <br />I <br />CC <br />FILLED CELL -� <br />-- <br />-- <br />U.N.O. (;A <br />ici <br />- <br />-K <br />S3 <br />S3 <br />co <br />CJJ ' / / <br />— — <br />- -- <br />- <br />I <br />�ao <br />I 25'-1WD' <br />/// <br />9-5128 -- <br />—— — — — — — — <br />■ 4'4" <br />v <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. � <br />I � -4" I <br />L <br />� <br />3-1/2" MIN 3000 PSI CONC./ �/ <br />M <br />S3 <br />n <br />INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / <br />/ / <br />PROVIDE Y2" x 9 Y2" <br />_ I M SLOPE I <br />---+- —� <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / / <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />W1 1 #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk6SNC <br />() <br />TOP OF CONC./PAVER OBE <br />- 4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN SLAB OVER 6 MJ �/�SQUEEN <br />0 0 <br />4"BELOW FIN. FLR. <br />■ ` <br />Iv <br />:::::::: ' ' : ■ <br />1 ' <br />-----,------� <br />.............� ........... ■ <br />HOOKED FTG. DOWELS 5" EMBED VAPOR BAFjFt�EFi ' ' ::::::::::::::::: ::::::::::::. ::::::::::: ::: ' ' ::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / / <br />STEEL" / / :: <br />4'-0" <br />/ i / / <br />- 16'-1.0" <br />12'-10" - - -- <br />0 <br />o <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />: <br />I / // KITCHEN ISLAND <br />/ / <br />/ / LOW WALLS <br />I <br />III 1: • <br />III OPT.. r <br />........... <br />10' 10" <br />I <br />CONDITIONS <br />/r---- <br />:■ <br />■: <br />C / -- -----� <br />CJIII REF. 1:: <br />-�-CJ <br />Cj: <br />CJ-�I <br />- <br />- - - --� I---- _--t---{-rt <br />-PROVIDE 1 Y" RECESS / - - - .� e = _ = CHASE TO ISMID <br />_- <br />-- <br />-- <br />.. <br />- - r-- <br />� � 1 1 - <br />" 1 <br />- - - I <br />TYP @ 1 <br />STORY U.N.O. <br />- <br />(- <br />/ I F � 7 I <br />FOR SGD. REFER TO / �r �11 <br />yl- <br />:: <br />i <br />% <br />L <br />I 1 I IF <br />o <br />- <br />I I <br />S3 <br />MASON'S SLOPE FOR D.W. I III II Ill 1 <br />.. <br />; : •- <br />1} I <br />q N <br />Cv <br />10 <br />00 <br />10 <br />I <br />31/2„ <br />L_ <br />M WIDTH LL = _ <br />SINK / DISP <br />S3 / z' <br />16'-0" 2, 94, <br />6'-10" <br />I .. <br />�li <br />:: II1 _ <br />0 0 I ■ <br />0 <br />M <br />4 <br />AC PAD -0" <br />HVAC CHASE r---��-1 <br />/ / BASED ON <br />) 1 1 <br />LOCATION <br />: <br />' ' <br />.: <br />- ` - _ _ 1 <br />__---_� <br />:: I r i <br />M <br />I <br />--------- ---�r` --- <br />+- <br />— — --------- <br />�- <br />---------I-- <br />1 I - <br />— -- — <br />��. <br />-------1 <br />a <br />:M .:. .M .■ .■ <br />........ ... .... , �-�'� <br />.... , .. ... <br />a <br />---- ... <br />.... ....... . • <br />■ <br />■ <br />w■. <br />:• <br />M_ .. ■.. <br />■ ■ <br />■ ■ <br />1 <br />H.B+ <br />54" 1, 98„ 3,_28. <br />, <br />TYP @ 1 STORY <br />U.N.O. A <br />(S3 <br />5'-10" T-10" <br />A <br />T-10" L 2'-1 <br />5'-4" <br />FOUNDATION PLAN MONO - ELEV-Al_ <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 />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. if FOUNDATION PLAN <br />LLJ <br />LU <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•Jv•'`1 <br />•I� <br />�,:; <br />--#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />:,;1, <br />,.•;,:•.;� <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />yw,•'�.,,1;., <br />HORIZ. REBAR, TYP. <br />�, <br />U.N.O. <br />`*Alternate: <br />" z <br />• ;':. : . <br />1.,•• <br />The reinf. bars shall be <br />�`�'Y,, �� ; �.',: �.. <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" = V-0" <br />N <br />U <br />N _ <br />Op <br />C�1 LU <br />� w <br />t: o <br />c <br />O <br />�.✓"1 — Ta CPS ii <br />� O <br />N T3 NO <br />Qy fV - <br />i <br />d <br />O <br />CD <br />� <br />? m <br />ti <br />U W <br />C rm <br />aa•`9 -n <br />N [1 J'.7 <br />E <br />o <br />d U <br />r <br />j PC <br />`L �O . '. C)` a <br />'/fir, <br />,ci�'••'•.....••'•lY�\. <br />;� <br />0 S S 10 <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 <br />71h Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W d E <br />Q O N <br />O <br />//♦♦6 C <br />y��7 �A `�i ID 14 <br />y0c0 <br />Q C <br />_ <br />-� L W <br />J13 LL LL D <br />Z -ern d <br />m <br />0 <br />W f° N (D <br />�2- <br />mW <br />. <br />= MZ dr_ <br />ILW <br />Z N O U U O <br />W ❑ ❑ <br />L � M <br />z <br />rQ � <br />(/)Vl <br />Cz <br />w <br />o F <br />•0 <br />V <br />w g <br />�N <br />U <br />r <br />U o <br />O <br />o <br />�w <br />_j <br />E o <br />r® <br />oa <br />(Y <br />l•_- (n <br />U <br />U <br />ff <br />N <br />fed <br />�¢ <br />JU <br />t"W <br />�� <br />o <br />a <br />"zla••�U <br />L / (A) <br />O1 <br />N <br />�\ <br />0 <br />� <br />� <br />N <br />(0 <br />� <br />N <br />N <br />0 <br />M <br />0° <br />Ln <br />Q� <br />O N <br />o <br />o <br />IT —CV <br />T <br />0) <br />r <br />� <br />Q <br />n <br />r <br />E <br />c 04 <br />o <br />Z <br />Z <br />E M <br />c <br />a <br />E <br />v a o <br />JOB <br />NO : 22-08314 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />