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01 <br />ZE <br />LO <br />r1- <br />L0 <br />C%4 <br />LO <br />La <br />C <br />"I <br />C14 <br />LID <br />r— <br />LO <br />C14 <br />LID <br />LID <br />C) <br />Lo <br />to <br /><0 <br />C I :) <br />1�0 <br />C14 <br />LO <br />5�- <br />LO <br />Lo <br />Cn <br />C <br />CL <br />E <br />E <br />0 <br />a <br />r 7 <br />04 <br />r <br />CN <br />C> <br />S <br />Z7-- <br />LO <br />9=1 <br />:5; <br />3 <br />43'-0" <br />38--0" <br />2'-0" i� 2'-0" 1- 2'-0" i� 2'-0" i� 2'-0" 4- <br />3' 0" <br />TYP @ 2 <br />STORY <br />H.B.T <br />2'-2-.Q" . 2--1 <br />........... <br />0 ...... N ..... 0 ......... <br />1-0 ............... N ..... <br />li <br />,�C <br />PAD <br />C� <br />St3 <br />5'-4" <br />16'-3" <br />TYP@2S TORY <br />50 <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />01-01, <br />�6 <br />INDICATES FILLED CELL w/ 3000 <br />Cy I ) <br />PSI CONC. GROUT FROM FT. TO <br />0? <br />BEAM W/ (1) #5 REBAR VERT <br />......... .1 <br />ABOVE SLAB TYP @ ALL PLACES <br />C� <br />-A, <br />5-411 1 <br />16" <br />SHOWN HOOKED FTG. DOWELS 5" <br />EMBED W/ 25" EXT. ABOVE SLAB <br />- -fiC� <br />"GRADE 40 STEEL" <br />C14 <br />Ci L-J <br />rG <br />o) G <br />�3 <br />2 <br />P <br />PLUMBING LINE <br />STUB UP TO <br />t�-��,-c <br />I TO SECOND <br />I 2ND FLOOR <br />FOR A/C .... <br />FLOOR 71' <br />2-6" x Z-6" x l'-O" <br />L .-j <br />W/ (3) #5'S E.W. <br />-4 <br />01-01, <br />TOP OF CONC./ PAVER TO BE 4" <br />C) <br />TYP @ 2 <br />BELOW FIN. FLR. <br />PROVIDE Y2" x 9 Y2" <br />1/8`1 '-011 <br />Z-6" x Z-6" x V-0�- <br />Cl) <br />STORY <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />Ci <br />9 <br />C) <br />BUILDER TO PROVIDE <br />(2) #5 REBAR <br />cc VERTICALS w/ i7n71 <br />04 <br />3-1/2" MIN 3000 PSI CONC. <br />APPLIANCE PROTECTION <br />\. �3 FILLED CELL <br />1 11/8":V-O" <br />PROVIDE 1 y2" SLAB FOR HERNANDO WHEN REQUIRED PER FBC <br />2STORY <br />9 <br />C\l <br />RECESS FOR COUNTY ONLY <br />SGD. REFER TO 3-1/2" MIN <br />2500 PSI CONC <br />MASON'S SLOPE SLAB OVER 6 M I L <br />3 <br />FOR WIDTH VISQUEEN <br />VAPOR <br />— <br />BARRIER <br />KITCHEN ISLANDI <br />CHASE <br />TO <br />ISLAND <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />4'-0" <br />LOW WALLS <br />'I L <br />9 <br />It <br />I L <br />--Ci <br />�D <br />- <br />0 <br />N <br />1 --I- Ci <br />M:I oil I <br />4 <br />JO'-6" <br />I-- _jj <br />r F f Till o? I <br />L- <br />4", <br />ri <br />C? <br />b <br />I - - - - - - - - - <br />Ii L jil <br />01-011 <br />- <br />]z <br />IL Cn <br />ILk - <br />6'-0" 5'-(1" <br />CD <br />I I -3 1/2" <br />0c, <br />#5 REBA kR <br />C� <br />7 <br />VERTICALS w/ in <br />-1 <br />LID <br />�3 <br />FILLED CELL <br />10 <br />L <br />L <br />4 <br />2STORY <br />VERIFY LOCATION <br />—J' L -EtEffRICAtPA-NE1t <br />L2=L �; . . <br />C�l <br />&4 <br />VERIFY METER LOCATION <br />WITH BUILDER <br />TYP @ 2 STORY <br />15'-0" <br />H.B. <br />T-O" <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: )/4"=V-101" <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.L 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 />VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />LA <br />REINF, SEE PLAN. FOUNDATION P N <br />L-U <br />X <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"—#5 <br />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 />cont. around corner by cold <br />bending the bar w/ min. <br />ar ap o <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />LO .0 <br />LU <br />C= <br />Cj <br />C-41 <br />n Cc <br />0-4 <br />I <br />C= <br />eq <br />t:e <br />CD <br />CID .1:2 <br />CD C=1 C= <br />a <br />ca CL <br />c) <br />CI*A <br />C-4-, <br />C=) <br />C. <br />S <br />0 <br />To the best of the Engineers 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. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />CD CD 0 <br />1-1 y <br />00 <br />0 D �; -9 <br />t-- 1- Z <br />N 0 <br />(ji M -,t <br />LE <br />Lit L� a- <br />0 0- <br />Z E- IT <br />9 0 <br />N 0 Y <br />W 0 0, of <br />W M <br />0 <br />z cc) Z < r <br />co - - <br />IL <br />a < x 0 <br />z d 0 < L) <br />W 171 El <br />C, <br />10 <br />< <br />CD <br />u- <br />LU <br />0 LU <br />V) <br />Ln <br />LLJ <br />E <br />1� W1, <br />C) 0 <br />ta,- W 0 <br />< M - <br />�0 <br />ts, <br />14 <br />c=1 <br />co <br />M <br />z <br />'21 <br />z <br />z <br />< <br />LL- <br />E <br />E <br />r-L <br />20 <br />)o <br />E <br />0 <br />L� <br />�0 <br />0 < <br />Mz <br />z <br />C,0 C: <br />z <br />0. <br />8 IF <br />z <br />M <br />O:E <br />W <br />-5 <br />C/. <br />C> <br />< <br />r <br />M <br />0 <br />'T <br />.05 <br />83 <br />0 C:) <br />LO <br />LO <br />C13 <br />F- <br />T— <br />co <br />110 <br />j LO CL <br />LO <br />C) 0 <br />Cr 0 <br />CD <br />-�2 <br />00 <br />LID <br />0 <br />< <br />0 <br />L) C0 <br />C) <br />Lo <br />CIO N <br />00 <br />cl <br />LO <br />N <br />CN <br />(D <br />LO <br />a) <br />E <br />211 <br />C: LO <br />6 <br />z <br />cc <br />z <br />E <br />cc <br />E 4�; <br />0 0 <br />JOB <br />NO: 23-06126 <br />SCALE : AS NOTED <br />SHEEr NO. <br />6 <br />I I I IT, 111 , i It I I <br />