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c <br />d <br />B� <br />9 <br />s; <br />7-1 <br />H.B.' <br />37'-8" <br />2'-9" <br />5'-2" <br />1" <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-0" <br />■.................... ......... ................. <br />..... ......... ....................■ _ <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2 x 9 Y2' (2) #5'S <br />Cl <br />I PSI CONC. GROUT FROM FT. TO <br />d RECESS FOR FRT. DOOR ��� <br />-11 SLOPE <br />co <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />I ABOVE SLAB TYP @ ALL <br />TOP OF CONC./ PAVER TO BE 4" -31 /2" <br />I <br />io BELOW FIN. FLR. '_0" '- " 3'-8" 2'-4" 6'-0" 4'-6" 2'-6" <br />LO <br />REQUIRED <br />PER FIELDCONDITIONS <br />0'-0" I PLACES SHOWN HOOKED FTG. <br />I <br />I is <br />I <br />DOWELS 5" EMBED W/ 25" EXT. <br />■' CJ ABOVE SLAB "GRADE 40 STEEL" <br />C <br />_ <br />CiAw— <br />. <br />f— NF <br />I <br />I <br />I' �-------'� — -------'I <br />HVACCHASEI AHUzj <br />iv <br />01 <br />`� <br />L <br />S3 <br />r <br />i PROVIDE 1 Y2' RECESS mr <br />FOR SGD. REFER TO in <br />"d,� <br />C4 <br />BASED ON J 1 I` <br />LOCATION / ��W.H.i (2) #5 REBAR <br />I.. — VERTICALS w/ in <br />LO <br />rh <br />I <br />MASON'S SLOPE FOR <br />..... . <br />i / FILLED CELL <br />• � • • • • <br />3 1 /2" <br />I <br />WIDTH I <br />( 32'-83' <br />I <br />I /• I I <br /><' 4, : . <br />37'-52" I 21'-24' <br />514„ T-8" I T-8" <br />10 2'-Oi " -31/2" SLOPE <br />4'-0" <br />G I <br />OPT. D � 1 - - - - <br />• • I II II: <br />T <br />d <br />I S3 <br />I <br />CJ — — — — — —C CJ— <br />�_ - - �I— _---- _ - <br />� My <br />s _—Lj -, II' Ln <br />I I I I I I <br />I II L J II. I o <br />t==--dt"� —CJ <br />`�-I ;� �� -� - - - - - - <br />r� <br />I <br />EO <br />o <br />:.I............ IL`--- ____ � - --_-- <br />-- _ _ <br />■ ��--_— ICHASETO <br />O I►Ir�r�ll I ISLAND <br />2'-6"x2'-6"x1'-0" : I I IIIIt' III <br />KITCHEN ISLANDJJ <br />.: <br />J •r .11------ EDGE OF SLAB I J <br />I I------ I S3 <br />I •1.. _ — — — — �- — - • BEYOND WALL <br />a 1 <br />0 <br />-D_W-jL _Jl_ <br />W/3-#5 E.W. CJ -- bN <br />G : •LLOVV LLS SINK W1 DISP <br />l Ir- i K <br />.- <br />N <br />I <br />ji l S3 I I <br />o <br />I 23'-11" 2'-10" 4 14,. <br />j It_ <br />10 <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I o 1) K FILLED CELL <br />S3 <br />EO <br />N <br />... <br />01-0 <br />....................__j <br />e I / <br />............. <br />M <br />CY) 0 <br />' - <br />/ <br />I/ I III )I! I CO <br />I ■ <br />-N <br />// 13'-54,1 7 -211 Q / J J <br />CJ CJ J �I� CJ <br />'..1-..,,,,%......-......I-...... <br />.... <br />CJ CJ <br />.. — — �I, — — —I <br />— —--� }—— — — --I-- — — — —I <br />00 <br />co <br />: <br />II,,/,/ <br />r/ I�� " <br />3-1/2" MIN 2500 PSI CONC 0'-0" I <br />SLAB OVER 6 MIL VISQUEEN <br />/l ( )11 <br />/ I I j 1& <br />1 VAPOR BARRIER <br />(3000 PSI CONC. SLAB FOR I <br />; ; ::... ::.. f <br />AC PAD <br />{ 1 M <br />L------ ---- --__ / Ij I— IN --- — <br />HERNANDO COUNTY ONLY) <br />--- -- 1---------------- _j <br />■. . . . . . . . . . . . . . . . . .: .. .. . . .� . .. . . • . . . . . .. <br />w ■. . • . • « w r■. • :. . . . . . • . . . .. • . . . . . . . . .: . . . . . . . . . .. . . . . . . ■ <br />T-2" <br />5'-2" <br />T-O" <br />3-10" <br />4 <br />3'-101, <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />i H.B. <br />FOUNDATION PLAN - ELEV-B1 <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />U'- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />rp <br />Ifi '. • •�: <br />#5 CONTINUOUS <br />` t ` <br />�, <br />REINF. SEE FND. FOR <br />♦ . � n ♦ : r '-- '♦ <br />QUANTITY <br />` <br />#5 X 25" X 25" CORNER <br />I <br />BAR ONE FOR EA. <br />o ., r rq ♦- <br />' <br />HORIZ. REBAR, TYP. <br />��7 W <br />U.N.O. <br />' `♦_ <br />**Alternate: <br />♦ ; r r. r, , ♦ <br />g¢ <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 />a <br />CD <br />ca + <br />w3 c�'s <br />.amp <br />o <br />.G <br />7+1 a CNcz <br />CD <br />Cv <br />'�-'...�. Cif '1%1 <br />W CL d <br />m CD s <br />v .• 'Cr <br />3 3 M <br />CJ <br />> C= tQ a <br />y c -C2 <br />c E <br />ti Co <br />CL u <br />M <br />N <br />O <br />N <br />CV <br />0 <br />A'='' <br />Y <br />o r;. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />EMI �.I$. <br />W <br />c, E <br />o <br />g 8 o <br />N <br />ci O C <br />000 <br />y a Q LL <br />J LL U_ W <br />a <br />a- <br />Z — <br />M C (0 <br />r W _ .Fa N rj <br />W �2 m <br />J <br />_ LO N z 4 <br />0 <br />N <br />dU U O <br />Z <br />W ❑ ❑ <br />o o <br />Z m <br />QQN <br />� O Q <br />Q V <br />- <br />rZ � <br />0 0 <br />Qi <br />W <br />a <br />U <br />0 o <br />,.,, <br />N C�-_ y <br />U <br />W J <br />E <br />1 <br />x� <br />d/ O N <br />• <br />N <br />I� <br />o <br />Z <br />M <br />ZO <br />r <br />__jy <br />E <br />Q E <br />E U <br />zo <br />� ° <br />wz <br />>� <br />Zo <br />z ® <br />oa <br />o E <br />coo <br />N L <br />¢z <br />po <br />dZ <br />W <br />:n C <br />j <br />¢ <br />O= U <br />Z H <br />z <br />m <br />y <br />Q W <br />C5 <br />oo <br />?� <br />0< <br />aN0 <br />WCDw <br />az <br />3 <br />o <br />w< <br />i° <br />a� <br />M <br />d' <br />z¢TTOv� <br />ti <br />.N O <br />LO <br />LO <br />m <br />rn <br />m <br />►. <br />Q <br />M <br />j O <br />d. <br />O <br />Y <br />""'•' <br />m — <br />L <br />0 `� N <br />0*)Q <br />co C:)C:)LL <br />CV <br />C14 <br />LO <br />CIO <br />r <br />r <br />CD <br />E <br />c <br />V) <br />Z <br />M <br />Z <br />3 <br />E O <br />N <br />r= <br />C <br />a <br />U ¢ <br />-� <br />JOB <br />NO: 23-04658 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />