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- — -I I I I I I I I i 111 1.1111 II1'_'I l -1 1 II 11 1 1 1 1 11 111111 -� 11,11 Har if -- II I - -- -- _L I I _L_I IIIIIL_ I__N <br />_ � I <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' ° ' ° ' ° <br />9- <br />BAR ONE FOR EA. <br />p'> °' ° <br />p- <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />- <br />e p <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W Z <br />W <br />U.) <br />CONTROL JOINT DETAIL <br />13'-O" 12'-0" <br />1 V-8" 3'-5" 5'-2" <br />2'-6" x 2-6" x <br />V-0" w/ (3) <br />#5's E.W. TYP. @ L <br />PORCH 83 LCPAD <br />w I INDICATES FILLED C LL <br />p I w/3000 PSI CONC. GTOUT <br />FROM FTR. TO BEAM w/ (1) #5 <br />o I IU T ■ I REBAR VERT. ABOVE:SLAB. <br />O0 00 5'-10" 6'-10" 4" I TYPICAL @ ALL PLA ES I I I <br />SHOWN. HOOKED FIG I I <br />DOWELS w/ 17" EMBEDMENT <br />9 w/ 25" EXT. ABOVE S AB. <br />GRADE 40 STEEL <br />C.J. <br />HVAC CHAE E <br />■ ------ — — — --- 3,_1„ BASED ON <br />(PROVIDE 1 1/2" LOCATION I I <br />(RECESS FOR SG M <br />(REFER TO MASONS S3 Cl) SCOPE FOR WIDTH. I I00ZID <br />I I I ■ <br />I <br />Eo: <br />III <br />■ <br />I I <br />E0:_I <br />I I C.J. II ■ <br />I ss <br />I TYP. @ <br />TWO <br />'n 3'-8Y8" 4'-1" STORY <br />I 3Yz" MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN <br />2500psi CONC. SLAB <br />■ I OVER 6 MIL VISOUEEN III ■ <br />VAPOR BARRIER I <br />;r I _ <br />Id v TYP rGG <br />I S3 <br />_ C.J. _ • <br />.7 IF <br />co I o <br />� CV <br />in I I I I I I I <br />I I I � ■ <br />I <br />%■ I o I_ _j I <br />7,_3„ <br />■ <br />PLUMBING <br />GG I STACK <br />C.J. _ _ S3 <br />2'-6" x 2'-6" x T-O" ZID 13'-1" <br />1'-0" w/ (3) STUB UP <br />#5's E.W. I TO 2ND <br />— — — I FLOOR <br />I -- ---- FOR A/C <br />O I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />I K 31 /2" C <br />— — <br />0 <br />O iv I S3 S3 ( H <br />I w <br />O�Q ■ ■ ■■ 9" 17 9" I �0w <br />Oz � I wQo <br />11'-6" 3'-11" q „I z Z I w V0 p <br />e_t�" PROVIDE 1/2" X 9 O z > m <br />■ 1/2" RECESS FOR ¢ a ME <br />00 � I 4" - FRONT DOOR p Q <br />00Cr I a q TOP OF CONCI PAVER TO <br />U j Q O I BE 4" BELOW FIN. FLR. V <br />J � _ M W J <br />0 �? _ _ I I > W <br />Fn0 ■ I I ■ <br />2'-6" x 2'-6" x 1'4" 4'_4" <br />1'-0" w/ (3) I — <br />#5's E.W. L v I <br />S3 <br />r <br />C.J. <br />I <br />TYP. @ ■ I I ■ — <br />ENTRY w <br />a <br />5'-8" <br />0 <br />F_ <br />■ <br />V-8" <br />O <br />U) <br />I <br />YSS3 I I <br />(2) #5 VERTS wlwhin(2) #5 VERTS w/in I HB <br />FILLED CELL — — — —FILLED CELL — <br />('7 <br />16'-0" <br />19'-4" <br />V-8" <br />0 <br />in <br />Fol <br />WW <br />0 <br />co <br />9 <br />(o <br />`I. <br />M <br />TYP. @ <br />SINGLE _ <br />STORY <br />} z <br />cc <br />00 <br />�o <br />�z <br />O <br />w <br />W � <br />JR z <br />V <br />z <br />U)O <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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />MONOLITHIC FOUNDATION — <br />SCALE: Y4"=1'-0" <br />Cn <br />N <br />_ <br />N <br />o <br />® <br />61 G N M <br />C � V <br />N Co x <br />N � O <br />N O <br />Q N Y <br />�0y� <br />tU <br />°C 3 ro <br />ZF- <br />io a� a <br />y <br />>_ <br />ICU o <br />O <br />- <br />- <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. 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