Laserfiche WebLink
1 11-- 1111 L.f qlr I 1A ll I I <br />WWF 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 />Uji <br />� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />•' <br />#5 CONTINUOUS <br />,�: ' <br />,": •", <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />.. <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <br />_ <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" = 1'-0" <br />O Z <br />1 O <br />00 <br />M <br />0 <br />0 <br />T <br />M <br />- <br />J <br />S6 <br />TYP. @ <br />2 STORY <br />U.N.O. <br />CV <br />Cl) <br />0 <br />o c <br />_0 <br />M <br />25'-0" <br />15'-0" 10'-01, <br />1'-4" T-4" 1 I-4" <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W.-1 <br />5'-2" <br />5'-2" <br />6-2"I <br />I I <br />6'-10" 1'-8"I <br />AC PAD <br />J <br />2 STORY <br />2 8 <br />I <br />Ic <br />' I <br />�411 <br />S6 <br />0- <br />\\ <br />U. N.O. <br />I <br />� <br />I <br />\ <br />— — — — — — — <br />— — <br />— <br />— — <br />— — — — — — — <br />\\ <br />M I <br />I <br />S3 I <br />I <br />\ <br />■ <br />�\ <br />INDI <br />A <br />ES <br />FILLED CELL w/3000 PSI <br />I <br />\\ <br />CON-- <br />GROUT <br />FROM FTR. TO BEAM <br />HVAC CHASE <br />\ <br />w/ 1 <br />5 <br />REBAR <br />VERT. ABOVE SLAB. I <br />BASED ON <br />TYPIDAL <br />@ <br />ALL PLACES SHOWN 1 <br />LOCATION <br />\ �\ <br />HOOKED <br />F <br />G. DOWELS 17" <br />\\ <br />E M B <br />ME <br />T W/ 25" EXT. ABOVE SLABi ,■ <br />■ I <br />\\ <br />"GRA,D <br />40 <br />STEEL" <br />\\ <br />T <br />I <br />\\ <br />6' -4" <br />I <br />b <br />T <br />2'-6" <br />1. <br />II <br />\ <br />F 7 <br />■ I <br />II <br />00 <br />\ <br />2'-011 x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />I 1 I - \ \\ 1 ■ <br />o� I TYP. @ <br />2 STORY <br />■ 1 1 00 0'-0" EL \ I J <br />I I - AB FIN CONC. S <br />I I � \\ 1 s6 <br />3-1/2" MIN. 3000 PSI 1 I I PLUMBING 2-8I r-- —1 <br />CONC. SLAB FOR I I N STACK \ ALT <br />� <br />■ I HERNANDO COUNTY I I "' — AC PAD <br />ONLY 3-1/2" MIN. 2500 LI i� L — — ■ <br />PSI CONC. SLAB OVER L — _ — J <br />6 MIL VISQUEEN I STUB UP TO <br />VAPOR BARRIER — C.J. I — 2ND FLOOR <br />FOR A/C <br />■ I <br />I ■ <br />" " <br />x <br />0 STUB UP TO <br />I <br />_p W)2I (3 <br />2ND FLOOR <br />#5'S E.W. <br />FOR A/C <br />( <br />I — — — <br />— <br />— — <br />I-- -- — — — — <br />9'-8" <br />— --- — -- <br />2'-8" 6-10 <br />—I <br />I I K C <br />o <br />W.H. <br />Iw— <br />I in S3 S3 <br />I 3 1 /2 M <br />2 00 <br />— — — — L — — <br />BUILDER 0 <br />1 <br />3'-8'� <br />t}i Q 0 <br />■ ■ ■ ■ I <br />PROVIDE <br />I <br />w 0 <br />APPLIANCE <br />p z <br />> _j m <br />PROVIDE 112" x 911D�00JR�. <br />-4 I TOP OF CONCJ PROTECTION Q d I L <br />RECESS FOR FRT. o I PAVER TO BE 4" WHEN REQUIRED U Q I ■ <br />L TYP o. N I BELOW FIN. FLR. I PER FBC I <br />s3 U_ I <br />I <br />IZ W <br />KI > w <br />■ <br />o I <br />C1 ( 2'-6" x 2'-6" x V-0" <br />T 2'-0" x 2'-O" x 1'-011 W/ (3) #5's E.W. <br />W/ (3) #5's E.W. _ — — — C.J. — <br />TYP. @ Ui <br />SINGLE 1 (2) #5 VERTIIPALS <br />STORY ■ I W/IN FILLED CELL 2'-6" x 2'' x 1'-0" <br />a, A I J W/ (3) #5's E.W. <br />S3 1 S3 <br />I c� TB <br />0 I <br />'� i--------J—------- o <br />M <br />2'-O" x 2'-O" x <br />W/ (3) #5's E.W. <br />16'-8" 11-6,1 <br />64" 1'-10" 16-0" <br />25'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX'IF" 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 />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />Q TO MASON'S SCOPE <br />i�_ FOR WIDTH <br />v <br />10 <br />1 <br />WIO <br />CV ILL <br />IZ Z <br />Cn O <br />,0 <br />LL <br />FOUNDATION PLAN - ELEV-B <br />SCALE: Y4'=1'-0" <br />CD� � <br />cm <br />c�.f <br />OtiO <br />cD 6- <br />C C,I:S <br />Q; <br />Ln ='rc� <br />CO <br />4 u O O <br />O <br />fL Lu <br />•. <br />" L <br />N <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 <br />Florida Building Code - <br />Residential 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 />H <br />Q <br />ti <br />of C� <br />O M 8 N r xt <br />V <br />N 6 C, LL <br />M <br />NO U.a YYn <br />Q <br />c u u_ a L 5 <br />5'mc�4a MO_j <br />W��03°' <br />Z <br />LL <br />a <br />N MZ O <br />U�tU) <br />Z <br />pV <br />W <br />El El <br />CD <br />z N Q <br />O <br />Z � N <br />z o � <br />t^^o,, <br />a <br />N <br />z <br />c <br />W <br />� <br />_ o <br />w <br />O <br />—CS <br />V) <br />w g <br />* <br />U � <br />W J <br />_ E <br />8 <br />I <br />L <br />° <br />U 'o <br />C U, <br />QN� <br />s <br />CID <br />C"J <br />M <br />J <br />N a <br />zo <br />z <br />Mz <br />1.1 <br />oE <br />_ 0 <br />z o <br />g <br />-0o <br />wA <br />> F, <br />¢ € <br />=® <br />oa <br />U <br />O <br />o� <br />Zo< <br />o E <br />N� <br />L <br />o� <br />i <br />woo <br />az <br />z <br />�J <br />rp <br />N Cy <br />Q U <br />U <br />h <br />m <br />0 <br />ZK <br />z <br />W <br />m <br />Q W <br />CA) <br />N <br />Q <br />O ¢ <br />¢ <br />z0 <br />U <br />a <br />ww <br />W <br />U <br />a& <br />a <br />C <br />o <br />wa <br />3 <br />�o <br />Mj <br />O <br />zla <br />ar <br />� 3 <br />o O <br />y0 <br />� <br />Orn <br />c� <br />t0o <br />N <br />U) <br />m <br />N <br />CN <br />N <br />LO <br />T <br />Q <br />N <br />T' <br />E <br />w <br />c � <br />0) <br />(� <br />.. <br />o <br />Z <br />f9 <br />z <br />E Nca <br />iii <br />m <br />d <br />E •• <br />U � <br />a M <br />Q 0 <br />c <br />JOB <br />NO : <br />22-02375 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />