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HIRT <br />@2 tRY <br />■................�..... ............. ..... . .. ..... �..............�.....l....■ <br />S3 —i �----------� <br />d <br />54" 163" <br />TYP @ 2 STORY <br />HVAC CHASE <br />BASED ON r — — <br />LOCATION I I <br />J <br />S6 <br />■ ; :: <br />^` <br />\1 rn INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TOo I <br />°Q <br />I BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />— <br />■ _ r I SHOWN HOOKED FTG. DOWELS 5" I <br />' I _ 5 4ts� <br />`n <br />19� — EMBED W/ 25" EXT. ABOVE SLAB <br />{ CJ "GRADE 40 STEEL" <br />B T <br />GG <br />S3 = PLUMBING LINE <br />I ISTUB UP TO _ TO SECOND I <br />t�W_ FLOOR -74" <br />iv <br />12ND FLOOR :-0'.. ...... <br />FOR A/C <br />— — <br />2'-6" x 2'-6" x 1'-0" <br />■ <br />W/ (3) #5'S E.W. <br />M <br />17'-h q" <br />TOP OF CONC./ PAVER TO BE 4' <br />0'-0"BELOW <br />G <br />FIN. FLR. <br />I I PROVIDE Y2" x 9" <br />1/8":1'-0" <br />SLOPE —> <br />M1 <br />2'-6" x 2'-6" x 1'-0" <br />r <br />J <br />TYP @2STORY S6 <br />RECESS FOR FRT. DOOR I <br />r--------- —------J ;■ <br />N <br />W/ (3) #5'S E.W. <br />■• I ICJ ��--------�—-------1 <br />I <br />- <br />! (2) #5 REBAR <br />BUILDER TO PROVIDE CC VERTICALS w/ in I <br />PSI NC I APPLIANCE PROTEC ION S3 <br />N <br />N <br />`� <br />. FILLED CELL <br />-4 <br />1/8 .1 0 <br />E <br />SLAB FOR HOERNANDO00 <br />I `� WHEN REQUIRED PER FFBC <br />PROVIDE 1 Y2" I 2 STORY <br />I I <br />o <br />I SLOPE <br />RECESS FOR COUNTY ONLY <br />I I I <br />� <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />SLAB <br />I LOPE OVER 6 MIL <br />I I <br />L_ S3 — <br />FOR WIDTHIEN VAPOR I <br />ER <br />I I I I I <br />■ ; I EDGE OF SLAB 2" I <br />�? <br />STEPS AS <br />REQUIRED PER <br />CONDITIONS <br />: I CHASE I BEYOND WALL <br />TOFIELD KITCHEN I I I <br />AND ISLAND <br />I LOW WALLS I <br />SLOPE <br />in <br />4'-0" <br />_ — — — — — — <br />-_- rl - - - - - I4 <br />CJ <br />_ _ _ _- <br />II IL---=- ----- 11 I ( <br />N <br />4„ <br />-, 1 <br />N I <br />4 <br />Ilr'.�Ilr°n L - - - - -------� I J <br />IILk-11 S3 <br />r <br />ih <br />II r III Y ,- „ I I I <br />�0 0 <br />�-31/2" <br />aU, I I <br />•ILk <br />■ I 7 <br />I CC (2) #5 REBAR <br />53 VERTICALS w/ in <br />in FILLED CELL <br />12 <br />c <br />STORY <br />L—--rI---�>� —_1 - L_----------------� <br />.. I . L _ -1:: - I <br />. .(V <br />N <br />, <br />I <br />J H34 <br />S6 TYP @ 2 STORY .� <br />6'-0" 6'-0" 6'-0" 5'4" 4'-0" <br />A <br />FOUNDATION PLAN — ELEV—Al <br />SCALE: 14"=1'-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 <br />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />z <br />a <br />U <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 />U.N.O. <br />*Alternate: <br />The reinf. bars shall be <br />:ont. around corner by cold <br />tending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />t <br />eowN <br />.• <br />At <br />dO, • <br />U `J <br />,u <br />1 .•' <br />OFESS%0 <br />e <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 />Residentiai 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 />I <br />Q <br />OD <br />E �p r~ <br />N LL <br />0 <br />0)- J <br />at",.wa <br />�NO'�' LL d - <br />ej fh V ro Y <br />JLLLL a <br />IQ <br />V <br />Z <br />O <br />t m � 0 <br />9G <br />W�O1rn <br />*j <br />IL <br />woo, <br />Q a <br />0 a <br />& <br />cc) z J N 0 <br />N & <br />O L) <br />Z <br />W <br />� <br />z � <br />g : <br />J <br />13 <br />N <br />M <br />z <br />c.9 <br />-J <br />�U <br />u�, <br />Ln <br />8 <br />ast <br />U <br />0 <br />I <br />N <br />w <br />� <br />c:, <br />V <br />W <br />z <br />M <br />_l <br />U_ <br />? <br />J <br />w <br />a �° <br />3® <br />Z <br />� fO <br />O <br />C <br />o� <br />�o <br />°z <br />�o <br />00 <br />° <br />.z <br />N �o <br />L <br />a o <br />¢� <br />m 5 <br />Z <br />2 <br />W� <br />3 <br />0 <br />Mj8 <br />d• <br />ZIS <br />U <br />C <br />In <br />> (0 <br />J <br />Ot71 <br />l��Vv <br />O <br />L <br />q) <br />L <br />N <br />O <br />�\ <br />■ <br />O <br />O <br />O <br />m <br />o <br />1 <br />\� <br />�A <br />�••t <br />�M <br />7075 <br />T� <br />N <br />. <br />= <br />CDLo <br />0-0 <br />T <br />E <br />c• Q <br />M <br />Z <br />m <br />Z <br />C <br />O <br />E <br />B m <br />d <br />U _j <br />Q p <br />JOB <br />NO: <br />21-5703 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />