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L0 <br />P- <br />LC) <br />C14 <br />LO <br />LO <br />V) <br />0 <br />C) <br />(.0 <br />C'4 <br />'61 <br />LO <br />t2 <br />C> <br />f_4 <br />L0 <br />r- <br />L0 <br />C'4 <br />L0 <br />LO <br />CN <br />01 <br />L0 <br />t2 <br />C) <br />I <br />L0 <br />Lr) <br />V) <br />C, <br />-0 <br />Q <br />C:n <br />a <br />C'4 <br />CD <br />a- <br />E <br />E <br />0 <br />LZ <br />C�4 <br />c:- <br />LO <br />Cl- <br />LO <br />im <br />1-7 <br />Lq <br />64" <br />Ri on <br />6'-0" 6-0" <br />TYP @ 2 STORY <br />VERIFY METER LOCPTION <br />WITH BUILDER . <br />5'-4" 4'-0" <br />4'-4" <br />3'-0" <br />H.B. <br />t <br />I <br />0 1 N N 1 0 0 0 E N 0 <br />' 7- <br />........... F= = = �=!j .... — — — . . . . . . . . . <br />- Opp- <br />C� <br />4E-R�F�LQGAT"— <br />ELECTRICAL PANEL <br />2STORY <br />L J <br />— — - (2) #5 REBAR <br />1 rCC <br />(D VERTICALS w/in <br />�3 <br />6--0" FILLED CELL <br />rj5 01-01� -3 1/2" <br />L Jirg-,, <br />- -�Il <br />f z - - - - - - <br />F- <br />L o? <br />= 1 1 4" <br />1 10'-6" <br />A <br />04 1 <br />il 4'-11 <br />I Ci I I <br />4 -0" <br />---i- "I <br />IF Ci <br />rr_ <br />Eo <br />b <br />CIJ <br />S Si SLOPE,, <br />LAND <br />LOW WALLS CHASE <br />TO 2 <br />I <br />ISLAND _: <br />EDGE OF SLAB 2" <br />A. <br />BEYOND WALL <br />3-1/2" MIN 3000 PSI CONC. <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />C? <br />4" <br />SLOPE <br />J6 <br />3-1/2" MIN 2500 PSI CONC <br />6 <br />FD <br />LO <br />-- <br />/L=1 <br />SLAB OVER MIL 2STORY <br />PROVIDE 1 Y2" VISQUEEN VAPOR BUILDER TO PROVIDE <br />'C' <br />RECESS FOR BARRIER APPLIANCE PROTECTION /0 �C (2) #5 REBAR <br />SGD. REFER TO WHEN REQUIRED PER FBC VERTICALS w/ in <br />I <br />L <br />(2) #5-S <br />— — — <br />MASON'S SLOPE FILLED CELL <br />FOR WIDTH <br />co <br />C"! <br />C\1 <br />L <br />TYP@2ri <br />STORY <br />P ROVI DE Y2" x 9 Y2" <br />RECESS FOR FRT. DOOR <br />-4" SL PE <br />2'-6" x 2-6" x V-0" <br />W/ (3) #5'S E.W. <br />A, <br />01-011 TOP OF CONC./ PAVER TO BE 4" <br />F- <br />BELOW FIN. FLR. <br />4 <br />S3 <br />2'-6" x 2'-6" x V-0" <br />STUB UP TO 11-91, X-0 13'-7' <br />4" <br />12ND <br />W/ (3) #5-S E.W. <br />FLOOR PLUMBING LINE <br />FOR A/C <br />TO SECOND <br />(GG FLOOR <br />�3 <br />C14 <br />C? <br />Ci --CJ <br />�7 It <br />191-01. 5'-41-1 <br />16 INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT TO <br />BEAM W/ (1) #5 REBAR VE'RT <br />ABOVE SLAB TYP @ ALL PLACES <br />C� <br />SHOWN HOOKED FTG. DOWELS 5" <br />o? <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />HVAC CHASE -0.1 <br />01 <br />BASED ON L '-J <br />LOCATION 5'-4" 16-3" <br />4) <br />PAI <br />TYP @ 2 STORY <br />o? <br />%C <br />.............. ..... .... ...... .. ............................. <br />N I , , , , * , 'N' , T , 0 0 � - i * * * * *N* NJ Wl , * , , , *� 0 0 0 <br />zico H.B.� <br />I? <br />f- 3'-0" <br />6'-4" <br />6--0" � 2'-0" <br />@2 <br />)RY <br />5'-4" Z-2 3,, 1 2--1 <br />R <br />5--0" <br />FOUNDATION PLAN — ELEV—Bl_ <br />SCALE: )/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 />LF <br />U-J! <br />x w <br />Cf) n- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />1--#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />ij, �1�1 <br />QUANTITY <br />�i p <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 />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 />C1111 <br />CS <br />Ca C-'2 <br />"M CQ <br />j= <br />CA '%3 CN <br />6, co <br />cu CL <br />-C <br />CU 0 <br />C= Cj <br />CU cc <br />-C2 <br />Ca <br />IC-1 <br />C2 <br />!,t7 <br />j- <br />C, <br />4 <br />0. <br />'C' <br />L <br />To the best of the Engineees knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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