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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 />LL <br />U1 <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />. Via';"'' • C{ ` <br />�- #5 CONTINUOUS <br />r la Ke . '•+ "r. <br />REINF. SEE FND. FOR <br />., r <br />QUANTITY <br />�•Y I <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 />rr' . a r . r�ry rr. r rr . r•vr: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />i Ir --- i i <br />II ALT II <br />I.IIACPAD 11 <br />�"II 11 <br />C+) <br />in <br />9 <br />v <br />J <br />,-fin I TYP. <br />2 STORY <br />TOP OF CONCJ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />°P <br />L <br />i� <br />S3 <br />z <br />TYP. t@ <br />ENTRY <br />�o <br />U- <br />N <br />z >- C <br />h- a <br />bT-0"x5'-0"x1'-0"- <br />u- '- �0 W/ #5 @ 8" O.C. <br />E.W. <br />25'-0" <br />13'-4„ 10,41 <br />1,*4„ 7"-4" ,1'-4" <br />W0(3) #50„ E. W 07,� I I � I / I W/0(3) #5's E. W 0„ <br />TYP. <br />Mid <br />4'-8„ 5'-2" T-10" 11'-4" � �- 6"-8„ 1, 4,,I 2,40 <br />AC PAD j M <br />I S3 � 11 I <br />all ;v U a NJ a <br />11 <br />I p TYP. t@ <br />PROVIDE 1-1/2" RECESS I <br />III HVAC CHASE 2 STORY S6 ON FOR SGD DOOR. REFE <br />I111 BOCADION TO MASON'S SCOPELT <br />j <br />I11 I FOR WIDTH I <br />11 I <br />111 � I <br />11 INDICATES FILLED CELL I <br />1 1 W/3000 PSI CONC. GROUT I r I <br />1111 FROM FTR. TO BEAM j <br />11 W/ 1#6 REBAR VERT. _ _ C.J. l <br />11 ABOVE SLAB. TYPICAL _ <br />1111 cx ALL PLACES SHOWN I I <br />I (HOOKED FTG. DOWELS 17" I <br />)EMBEDMENT W/ 25" <br />I III I <br />I I(XT. ABOVE SLAB "GRADE 40 <br />STEEL" I I Ij j I <br />• I 11 ICI c>_ r <br />� 11 IInO a w I <br />j 3)/,'" MIN'14000 PSI CONC. SLAB ICI <br />FOR HERNANDO COUNTY ONLY I I I <br />13%" MIN. �y 00 PSI CONC. SLAB OVER I i I `O I <br />16 MIL VISQUEEN VAPOR BARRIER <br />C.J._ ■ <br />• <br />� -1111 15'-4'" 5'-3" _ 2 -5" 1 2' 0" <br />I 11 r uj <br />1 0'-0" ELEV. _ _ _PT <br />F, IN CONC= . SLAB L ------ <br />I 11 I o • <br />I 11 -- <br />*-0"x3'-0"x1'-0" 111 <br />W/ (4) #5 E.W. 1 1 14'-5" 2'-0"x2'-0"x1'-0" 10'-7 1/2" <br />W/ (3) #5 E.W. <br />I ch <br />------- _--._.----------_.� <br />I - r <br />• <br />4„ STEP 3 1 /2". I <br />�`— $�-DOWN C I t�j1 °° <br />I 6' 4„ I „ MIN. S3 1 <br />cs <br />J <br />TYP. t@ <br />2 STORY <br />PLUMBING LINE TO <br />SECOND FLOOR _ <br />cr 1Y <br />I <br />0 <br />I <br />K <br />o <br />31,4 <br />■ • • <br />• <br />BUILDER TO PROVID <br />APPLIANCE PROTECTIO <br />RECESS FOR FRT. <br />OR <br />I <br />o I WHEN REQUIRED PER FBO <br />I PROVIDE 1/2" x 91/2' <br />j <br />9'-4' <br />9'-4" I • <br />I -4" <br />C.J. <br />I <br />• _..�r_.. _ � _�. <br />_ �._ ... <br />Uj • <br />l' <br />I 04 <br />I <br />1 <br />2'-6"x2'-6"x1'-0' <br />I <br />I TYP. @ <br />z <br />6'-4" <br />I W/ (3) #5 E.W. SINGLE ,— <br />i STORY <br />r-11 (2) # VERTICALS i , ■ <br />I W/IN FILLED CELL I ■ AI <br />I I S3 <br />J <br />I S I S3 HB <br />L 9 <br />■ ■ <br />25'-0" <br />0 <br />EO <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 />z <br />0 h <br />� <br />O <br />r <br />FOUNDATION PLAN - ELEV A <br />SCALE: X"=l'-0" <br />a <br />sr.af <br />CL �• �, <br />, <br />CIA <br />JIM <br />-' <br />MP w' <br />Cc <br />a <br />N <br />00 <br />No <br />TA'[ E OF '14i - <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 />Residentlal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />E cm <br />M S <br />4 <br />_ <br />I © CD ,n W u- <br />tlJ rn r- Z 42 U. w <br />fA IN o_ LU <br />Q o s <br />Ur` <br />JW <br />555 i� Z <br />Z <br />,r <br />W 9 r1 <br />0 <br />I W �_ z <br />Z ,4r"ai N 2 v s <br />� IL <br />M iq cn <br />� N M U N <br />C1©© <br />Z <br />. 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