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, 1-STORY 2-STORY <br />27-0" 'FOOTING FOOTING <br />4'-11" Z-21" Z-54" 4'-6" 4'-8- 3'-10" 4'-5" 4--8- <br />3'0" 2'-6" x 2'-6" x V-O" <br />TYP @ 1 W/ (3) #5's E , W. <br />STORY <br />H.B.T 56� <br />TYP @ 2 <br />STORY <br />6- <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX -E- OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. 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 />UJ <br />x <br />LU <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=V-0" <br />.......... ........ . ......... ......... ........ ................ ................. ................ <br />HVAC CHASE I <br />BASED ON <br />0 0- <br />"--#5 CONT REINF. SEE <br />LOCATION FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />3-1/2" MIN 3000 PSI CONIC. SLAB FOR <br />HERNANDO COUNTY ONLY BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />Cn <br />U.N.O. <br />Cn HVAC CHASE 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 <br />BASED ON MIL VISQUEEN VAPOR BARRIER Iternate: <br />T 01-01, <br />LOCATION 1 04 <br />ZD I -i�,11 DW 11 The reinf. bars shall be <br />und comer by cold <br />CN cont. aro <br />bending the bar w/ min. <br />4'-0' bar lap of 25". <br />— — — — — — — TIWI— <br />Ci Ci <br />Ci Ci <br />1�14 - TYP. CORNER BAR DTL. <br />STUB UP TO <br />STEPS AS AHU <br />REQUIRED PER FO I (n — :- I 2ND FLOOR <br />FIELD CHASETO IV I: J <br />CONDITIONS FOR A/C SCALE: 1 1/2"=1'-0" <br />ISLAND <br />PROVIDE 1 Y2" RECESS <br />KITCHEN L <br />FOR SGD. REFER TO <br />ISLAND LOW TOP OF CONC./ PAVER TO BE r <br />MASON'S SLOPE FOR sol-011 WALLS 31" BELOW FIN. FLRg-- SL <br />WIDTH 3 F I <br />I /0L <br />9 <br />&D 27'-21" 7'4j" 191-21, 01, <br />16. 2'-6" x 2'-6" x 1'-Of" ao <br />\ �3 2'-6" x 2'-6"x 1'-0" PROVIDE Y2" x 9" W/ (3) #5's E.W. <br />W/ (3) #5's E.W. <br />— RECESS FOR FRT. DOOR (TYP. OF 2) <br />........................... =0 <br />9 .......................... <br />9 <br />Ci Ci <br />G <br />S3 (2) #5 REBAR <br />rG VERTICALS w/ in <br />�3 FILLEDCELL <br />2S ORY <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONIC. GROUT FROM FT. TO <br />00 <br />(1) #5 REBAR VERT ABOVE S— OOPT. <br />@ ALL PLACES SHOWN HOOKED FTG. 1 17 E <br />I W. <br />c0 <br />DOWELS 5" EMBED W/ 25" EXT <br />C? ABOVE SLAB "GRADE 40 STEEL" <br />1 7- S-31/2- SLOPE <br />L <br />TYP @ 1 <br />OPT. DI <br />STORY ......... . . . . <br />Ci —CJ 0 <br />G 9 <br />15-64'" 4'-5j': S3 -Fcj I <br />0? <br />00 2 STORY 21'-22"' <br />Ak <br />16-71" 6-3j" <br />4 <br />SO,-O-- (2) #5 REBAR <br />0 VERTICALS w/ in <br />0 <br />FILLED CELL <br />Ll -- . ? <br />................... ....... ...... ...... i ........ i ....... <br />9 <br />, ;-% M 1777 J N 0 01-- <br />(i)TYP @ 1 <br />STORY <br />l'-8" <br />affili <br />f 2 11-01, <br />2-6" x 2'-6" x <br />W/ (3) #5's E.W. <br />6'-0" 4'.8" <br />1-STORY 2-STORY <br />FOOTING FOOTING <br />56'-68'-0" <br />TYP @ 2 H.B. <br />STORY I <br />FOUNDATION PLAN, <br />SCALE: Y4"=1'-0" <br />0 — <br />c, <br />9M <br />U) <br />4--J Lu <br />0 ui <br />Ln <br />c, <br />CD <br />I-- <br />C- I c, <br />0 CD <br />--00 <br />00 <br />(M <br />M Ci <br />AI <br />ED. <br />N, - 1, 11 <br />U, <br />0, <br />cm <br />0 <br />Z <br />C1 <br />Az <br />00 <br />To the best of the E nglnoer '5 knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signatu re and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />C) <br />z <br />0(1) <br />1-4 4-J <br />C:l <br />L5 M Z5 <br />z <br />4-J <br />U-) M Ln <br />c) <br />z <br />0) Ln <br />< U- <br />fo <br />Q� U 0-00 <br />z E <br />z <br />W <br />UJ C) <br />1 0 <br />z g <br />-ow <br />8 <br />z <br />In <br />Ch <br />CL <br />;z <br />LLI <br />I I a; i <br />00 <br />0 <br />1 a <br />00 <br />rq <br />< <br />0, <br />z <br />I <br />Z <br />0 <br />Ln <br />LL. <br />U <br />0 <br />0 <br />Igg <br />bo <br />N <br />r-4 <br />21 <br />< <br />< <br />uJ W <br />jig: <br />Z <br />z <br />LU <br />—J <br />Ln <br />L11 <br />2: <br />< <br />z <br />Lij <br />x <br />< <br />z <br />t— <br />C) <br />0 <br />00 <br />z <br />:5 <br />U <br />U-1 <br />rn <br />V-11 <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION NO - 10 <br />SHEET NO. <br />6.0 <br />