Laserfiche WebLink
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 />UJI <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />I <br />#5 CONTINUOUS <br />C� b; : , • REINF. SEE FND. FOR <br />I>.. . <br />QUANTITY <br />?';� , : �;' ;rfi. •; #5 X 25" X 25" CORNER <br />• , �' ' , BAR ONE FOR EA. <br />j1 . HORIZ. REBAR, TYP. <br />U.N.O. <br />•• **Alternate: <br />The reinf. bars shall be <br />r • ;Y , Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL - <br />0 41-ell <br />� o0 0 . <br />SCALE: 3/4" = V-0" d AC PAD <br />I ----11 <br />II ALT II <br />IAC PAD I I <br />I i____l l <br />—J <br />C'M <br />CV <br />Lr) <br />0 <br />1 <br />00 <br />CD <br />r' <br />-co <br />0 <br />T- <br />J <br />S6 <br />LO <br />TYP. @ <br />2 STORY <br />TOP OF CONCJ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />00 <br />L <br />Q, <br />S3 <br />C7 <br />TYP. @ <br />Z <br />ENTRY <br />O <br />0 1 <br />ON <br />Z >- W-N <br />O <br />O _ <br />O q 3'-0"x5'-0"x1'-01'- <br />LL <br />T- to W/ #5 @ 8" O.C. <br />E.W. <br />25'-0" <br />13'-4" <br />1'-4" <br />2'-0" x 2'-0" x 1'-O" <br />W/ (3) #5's E.W. <br />5'-2" 3'-10" <br />I11_A11 <br />I <br />I <br />I <br />I <br />10'-011 <br />7'-4" <br />L <br />TYP. <br />e <br />41. T <br />C=) <br />I I <br />CL I <br />Cn 6'-8" 1l_411)+2l-Oil <br />f .•. \ I All 1 <br />1 <br />I <br />1'-81, <br />11 all I• • • <br />11I t <br />11 <br />— — — — — — — — — — — — — — — — — — <br />11� !- TYP. @° J I PROVIDE 1-1/2" RECES I <br />1`11 HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE <br />BASED ON I111 LOCATION I TO MASON'S SCOPE j <br />FOR WIDTH <br />1 <br />II r I <br />INDICATES FILLED CELL <br />W/3000 PSI CONC. GROUT I T <br />1111 FROM FTR. TO BEAM <br />1#5 REBAR_VERT. _ _ C.J. <br />11 ABOVE SLAB. TYPICAL <br />1111 @ ALL PLACES SHOWN <br />1 (HOOKED FTG. DOWELS 1711 <br />j "EMBEDMENT W/ 25" 0 <br />I I*XT. ABOVE SLAB "GRADE 40 j j of j <br />STEEL" I I Ij j <br />11 I I�� I <br />- <br />[101 <br />1 <br />I 11 I I <br />11 I I I Y � <br />11 I I �z—, cr_ <br />13Y2" MIN'1�000 PSI CONC. SLAB jlj I <br />FOR HERNANDO COUNTY ONLY I I I <br />13Y2' MIN. ��00 PSI CONC. SLAB OVER I U") <br />16 MIL VISQVEEN VAPOR BARRIER I <br />J L _ C.J. <br />_ _ • <br />1111 15'-411 _ 5'-311 2 -5" 12'41 it <br />I 11 T � I <br />1 0'-0" ELEV. <br />I IFtIN CONC. SLAB T-- <br />I 11 I o • - <br />� <br />'-0"x3'-0"x1'-0" 111 <br />2'-0"x2'-0"x1'-0" I <br />W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. io 10'-7 1/2" <br />I CYi <br />— — — — — — — — — — — — — — — — • . <br />I MAI-0-17CID 11 I <br />I� RECESS FOR FRT. <br />I PROVIDE 1/2" x 91i <br />1 -4" <br />I <br />W <br />0 <br />0 <br />1'a4" <br />6 -41' <br />it DOWN C 50 <br />O„ MIN. S3 1 '-10" I <br />I <br />L — K I <br />I S3 I 3I_0 <br />ll <br />BUILDER TO PROVID <br />I w APPLIANCE PROTECTION <br />I p 1 WHEN REQUIRED PER FBC2 <br />N I <br />I <br />1 9'-411 9'-4ll <br />C.J. - - -+-- <br />I N I <br />I <br />I I <br />I I <br />12'-6"x2'-6"x1'-0' I j <br />I W/ (3) #5 E.W. <br />I <br />rj (2) # VERTICALS <br />I W/IN FILLED CELL I <br />I I <br />I A I <br />S3 I S3 <br />L— — — — — — — — — — — — — — — — — ------- <br />a <br />25'-0" <br />16'-8" <br />18'-8" <br />. <br />2'-O" x 2'-0" X V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <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 />0 <br />4 <br />OP <br />is <br />PLUMBING LINE TO <br />SECOND FLOOR - 0 <br />,o <br />M <br />10 <br />O r <br />t° z <br />TYP. @ -to F' O <br />SINGLE O 1 <br />STORY <br />'Z � <br />S3 C <br />f O U <br />3 <br />r <br />to <br />FM <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />N <br />C%4 <br />>,•, <br />o <br />-c M�' <br />� x <br />� W d <br />N frS C a_ <br />•w�cv� <br />-¢.dcvY <br />d <br />a 01 <br />ar <br />7 E L <br />� <br />3 � <br />Cj <br />Ci N <br />d) c o <br />o <br />a <br />N <br />N <br />• <br />C\� Y�i/ P <br />AI ,... <br />01� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />E $� w <br />C.,0 <br />J <br />�LU <br />LL <br />NI <br />a <br />(L a <br />MQ <br />€d z <br />LLLL <br />�11 <br />J <br />Z <br />W <br />? N VS 'o J (O <br />o <br />N M Z y <br />z <br />z <br />o U ❑❑❑ <br />W <br />f} N <br />z <br />z � <br />n- � <br />� I <br />N <br />- N <br />M <br />'�L'l^� W <br />O <br />V <br />. <br />•U 1 <br />OLLr <br />s <br />to <br />= M <br />w <br />® <br />— � 8 <br />a <br />M <br />0 <br />D <br />5 <br />a <br />E <br />fa <br />Z <br />L <br />� <br />C <br />C pm <br />K <br />ZLL <br />Z <br />0 `Sa <br />W <br />V7 <br />o� <br />a z <br />r� <br />a <br />s <br />�7 <br />>_ <br />W� <br />a <br />O <br />= <br />> Lo <br />O <br />ai <br />12 <br />O <br />LO <br />� <br />LO <br />N <br />CL <br />Q <br />j <br />N <br />(� m <br />"�-+ <br />o <br />Lid <br />...� <br />� <br />ILL <br />o <br />M <br />.� <br />U c� <br />N <br />LO <br />T <br />Q <br />00 <br />M L-0 <br />T <br />m <br />' ,^ <br />L / <br />� It <br />iii <br />p <br />Z <br />N <br />4 <br />C <br />C <br />a <br />U <br />v :: <br />Q o <br />c <br />JOB <br />NO: <br />23-03654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />