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c <br />c <br />d <br />TYP @ 2 STORY <br />J <br />S6 <br />VERIFY METER LOCTION <br />WITH BUILDER <br />tH.B. <br />I <br />. ........ <br />a/€RIF-Y-LBCATIGh----------- <br />I I I: ELECTRICAL PANEL <br />N <br />4 <br />N\ �>- J <br />L I . 12 CC RY <br />(2) #5 REBAR <br />rD S3 I VERTICALS w/ in I <br />I <br />6'-0" 5'- " o I FILLED CELL <br />� <br />T <br />■ I I <br />b <br />ar��ao �0--0" I 31/2" ' I <br />o <br />a L JII 3 I I I I I <br />J <br />co <br />ar�111z <br />LL-= JJ 00 I I �4" I S3 I <br />10'-6" <br />' ■: 04 6 4'-11 <br />I I --f I I <br />io <br />4'-0" <br />•I <br />— ——CJ -- I <br />.I I oil Ir---= -- — _--� —_ __ _ I CJCN <br />I L- -- ------ LKITCHE � — <br />_ <br />NDI OPE <br />I SLR <br />LOW WALLS CHASE I <br />' TO I I I <br />- <br />r <br />■ : I ISLAND <br />I EDGE OF SLAB 2" <br />■ • I BEYOND WALL <br />3-1/2" MIN 3000 PSI CONC. I I I <br />SLAB FOR NANDO <br />I <br />S3 <br />I COUNTY ONLYI <br />4' <br />I SLOPE <br />3-1/2" MIN 2500 PSI CONC I <br />I I I <br />OVER 6 MIL <br />io <br />co <br />1/8":1" <br />I SLAB I 2 STORY <br />PROVIDE 1 Y2" VISQUEEN VAPOR I I -, BUILDER TO PROVIDE <br />RECESS FOR BARRIER x_ ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />REFER TO �� VERTICALS w/ in I <br />ISGD. WHEN REQUIRED PER FBC S3 <br />I <br />MASON'S SLOPE II 1 FILLED CELL <br />50 <br />(2) #5'S iv <br />I FOR WIDTH <br />I <br />— <br />L---------- — ------ :■ <br />q <br />N <br />TYP @ 24)— <br />PROVIDE Y" x 9 Yz' <br />a <br />I I RECESS FOR FRT. DOOR <br />-4" SLOPE. <br />I <br />'_ " '_ " " <br />2 6 x 2 6 x 1'-0``'STORY <br />W/ (3) #5'S E.W. <br />AV—■ <br />I 1 <br />: 0 -0 TOP OF CONC./ PAVER TO BE 4" <br />q <br />1!8 :1 -0 <br />o <br />F, <br />17'-14" BELOW FIN. FLR. <br />�* <br />L <br />WS3'S <br />2'-6" x 2'-6" x 1'-0" <br />(STUB UP TO • 1,_9„ ,_0..' :::::: 13'-7a' ::::::: :: ■ <br />: I <br />— <br />W/ (3) #5'S E.W. <br />■ I 2ND FLOOR PLUMBING LINE <br />I I I FOR A/C I TO SECOND I <br />I <br />o <br />N <br />GG —7Z--.FLOOR <br />CJ I �Gd_�����r14 CJ <br />o <br />"- <br />F4 <br />N <br />10 <br />I <br />— <br />/) �/ I <br />,—y``%—- <br />19'-0" �' �' 5'-4t ' L INDICATES FILLED CELL w! 3000 <br />PSI O C. GROUT FROM FT. TO <br />_ u <br />■ B M W/ () #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />: <br />`~ <br />I I SHOWN HOOKED FTG. DOWELS 5" I <br />"' <br />co <br />^1a0 <br />I I EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" I <br />■ : HVAC CHASE I — — 1 0'-0" I <br />BASED ON <br />J <br />j I LOCATION 5'-4" .. 16'-3" <br />GG :: <br />S6 <br />TYP @2STORY <br />ao <br />C PA <br />------ ---� -- — —--------� <br />■. ..............�.... .........� �...� �...�..� �. ..... �..............�....:... .■ <br />�, H.B.Q.. <br />� 3'-0" <br />-4„ <br />TYP @ 2 J <br />STORY S6 <br />6'-0' 2'_0" 2'_0" 2-_0„ 2'_0" 2'_0" 2'_0" 4,_0" <br />5-4" 1 2'-2�' 1 2'- <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE:1/4'=V-0" <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. FOUNDATION PLAN <br />"� w <br />N d <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />r <br />r, <br />#5 CONTINUOUS <br />,�• <br />REINF. SEE FND. FOR <br />C <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />'. •, ',_ <br />"*Alternate: <br />,, , ; <br />The reinf. bars shall be <br />r <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" = V-0" <br />M <br />N <br />O <br />N <br />il\ <br />0 <br />z � <br />20 W <br />~% ►e- o <br />u caa.r` <br />G t0 C.2 CV <br />++ C1-O- <br />40 y — N <br />as y <br />� <br />EL c <br />m m o>• m <br />w rm p <br />� CC <br />c <br />c <br />� e <br />d u <br />0 <br />M <br />N <br />0 <br />N <br />0 <br />i <br />0 <br />J <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with Me 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0 <br />W E <br />O N 8 <br />S <br />O a n <br />LoQ <br />0 NNO•�- <br />i! LL <br />di 6 v) J <br />a n ll LL W <br />a <br />_ c <br />_m�v 0 a <br />13 9 <br />t � O <br />�. 5 � C j <br />W <br />- � pj m w <br />0 <br />'f. 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