Laserfiche WebLink
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 />w z <br />_ L a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />.• • • <br />•r <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />• <br />,;�; <br />QUANTITY <br />;: <br />'�=..' <br />#5 X 25" X 25" CORNER <br />'� •,:' '� '•�; '� ', : <br />' ; <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />... <br />"• <br />': <br />•".. <br />U.N.O. <br />:.': •::.:'; ' ; :'.: , <br />; :.: <br />_ <br />**Alternate: <br />The reinf. bars shall be <br />C ont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />M <br />0 <br />0 <br />T <br />CM <br />to <br />- <br />N <br />r) <br />O <br />�t <br />0 <br />,LO <br />_o <br />M <br />z <br />00 <br />N u_ <br />0 <br />EO <br />15'-0" <br />25'-0" <br />2'-O" x 2'-O" x V-0" <br />W/ (3) #5's E.W.- <br />10'-0" <br />L <br />2'-0" x 2'-O" x 1'4' <br />W/ (3) #5's E.W. <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 />6_2" 11 6'_211 <br />I I I <br />6'_0„ 1,_8r,1 <br />1 1, <br />- <br />°° <br />AC PAD <br />TYP. @ <br />2 STORY <br />2-8 <br />I <br />I <br />.11 <br />�-4" <br />I <br />1 <br />S6 <br />\\ <br />U.N.O. <br />( <br />2- <br />■ <br />- — <br />7 <br />1LLED <br />PROVIDE 1-1/2" RECESS <br />I <br />FOR SGD DOOR. REFER <br />INDI <br />A ES <br />FICELL w/3000 PSI 1 <br />o <br />TO MASON'S SCOPE <br />I \\ CON <br />. GR <br />UT FROM FTR. TO BEAM I <br />FOR WIDTH <br />HVAC CHASE \ w/ 1 5 <br />REBAR <br />VERT. ABOVE SLAB. <br />BASED ON TYPI <br />L @ <br />ALL PLACES SHOWN I <br />LOCATION \ �\ HOO <br />D F <br />G. DOWELS 17" <br />\\ EMB <br />DM EP IT <br />W/ 25" EXT. ABOVE SLAB <br />■ 1 \\ "GRADE <br />\\ <br />40 <br />T <br />STEEL" 1 <br />\\ 6'4" <br />I <br />0 <br />T <br />2'-6" 4'-2" I <br />\ <br />1 <br />-------1 I <br />I II \ <br />F 7 1 <br />_°° <br />■ 1 11 <br />I <br />\ <br />I I a� <br />L <br />J <br />I I <br />I I <br />\\ <br />- --J I <br />\ <br />S6 <br />I <br />\\ ■ <br />TYP. @ <br />I I _ <br />I <br />_ <br />( <br />\ I <br />TYP. <br />2 STORY <br />I I coo <br />00 <br />\\ I <br />2 STORY <br />U.N.O. <br />■ I 1 0 <br />0'-0" EL �\ I <br />U.N.O. <br />I I <br />- <br />FIN CONC. S4,\AB <br />56 0? <br />1 3-1/2" MIN. 3000 PSI I I <br />CONC. I I <br />I <br />N <br />2=8 -1' <br />PLUMBING \ <br />— <br />LT 1 <br />SLAB FOR <br />STACK <br />■ I HERNANDO COUNTY I ( <br />N <br />— <br />I I AC PAD <br />ONLY 3-1/2" MIN. 2500 L1 <br />L — — ■ <br />o <br />PSI CONC. SLAB OVER <br />L_ — - — J _ <br />1 6 MIL VISQUEEN <br />I <br />STUB UP TO <br />VAPOR BARRIER — C.J. <br />I <br />— <br />2ND FLOOR <br />■ ( <br />I ■ <br />FOR A/C <br />o <br />I <br />2'-6" x 2'-6" x <br />- <br />STUB UP TO I <br />� <br />V-0" W/ (3) <br />q <br />�. <br />2ND FLOO R <br />1 #5's E.W. <br />FOR A/C I <br />M <br />I <br />o0 <br />■ I <br />■ <br />---- 9-8„---- <br />2'-8" <br />0 —I <br />09 <br />- <br />I K c <br />M W,H <br />w z <br />-3 1/2" <br />PROVIDE 112" x 91/2' <br />RECESS FOR FRT. DOOR <br />vL T <br />S3 <br />2'-0" x 2'-O" x 1'- <br />W/ (3) #5's E.W. <br />1 i:A <br />S3 S3 1 <br />O <br />2 O C - <br />00 <br />l — — — — <br />L <br />— BUILDER TO 3'-8'j <br />eo <br />U 0 <br />Ile■ ■ <br />■ <br />■ 1 PROVIDE <br />APPLIANCE Zp z 1 <br />I PROTECTION 1= a <br />TOPOFCONC,I <br />O <br />> _j 00 <br />4 „ <br />4�.� <br />I <br />I PAVER TO BE 4 1 WHEN REQUIRED U -' <br />O U I ■ <br />a :TI CV <br />PER FBC <br />1 BELOW FIN. FLR. J — <br />� <br />r <br />I u_N <br />I1J <br />1 > uJ <br />- <br />- <br />N 2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />C.J. _ <br />TYP. @ L? o <br />SINGLE M I (2) #5 VERTICALS A r <br />STORY ■ 1 W/IN FILLED CELL 2'-6" x 2'' x 1'-0" S3 <br />A 1 W/ (3) #5's E.W. <br />S3 1 S3 I o <br />1 <br />TB <br />0 1 _ <br />10--------J-------- q <br />M <br />2'-O" x 2'-0" x 1'4' <br />W/ (3) #5's E.W. <br />16-8" T-6" <br />64" 1'-10" 16'-0" <br />25'-0" <br />OZ <br />CIO <br />N O <br />�z <br />O I= <br />C0 O <br />LLr <br />T <br />FOUNDATION PLAN - ELEV-B <br />SCALE: Y4"=1'-0" <br />N <br />C3 s!,_ C.. <br />71...J <br />cy <br />_ 4Cz <br />13 <br />0 <br />Q <br />T <br />C <br />' 03 <br />CL,Q <br />4� ieJ <br />j O O <br />o \k <br />,N ffww <br />y• . <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 is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M 9 <br />IN �Ezg � <br />N <br />Q N 1-:1MNro ti� <br />N LL <br />V - 6.01 J , <br />0 �a emu_ a <br />Lu <br />M Imo U-EX <br />a MLLLL a L <br />o <br />0 <br />0 <br />Z L -0: <br />X_ <br />19 5-9N co O <br />W ��pjO' Co <br />N a <br />t N z o <br />IL <br />a o� 5j0) <br />z <br />w ❑©❑ <br />M �9 <br />Z n�i mo <br />0 0 <br />Z � � <br />z o <br />Q � <br />J — <br />d � <br />N <br />� <br />V <br />0 <br />C) 6 <br />wE <br />�s <br />U 'o y <br />• <br />Q o <br />o <br />a¢z <br />W <br />M <br />Cl)OS <br />Z <br />Q <br />CE <br />Q <br />E <br />w0 <br />�p <br />o0 <br />� <br />>N <br /><N <br />z® <br />w <br />V <br />'Ca <br />— <br />0 <br />a4 <br />r <br />00 <br />0 <br />z <br />O <br />N <br />°dz <br />o <br />¢o <br />wZ <br />¢� <br />� rr <br />it! <br />C <br />U <br />m� <br />O <br />oLL <br />Z <br />z <br />0) <br />VJ <br />n <br />1m <br />¢ w <br />�Z <br />N <br />5 <br />tZ <br />O� <br />w <br />a <br />y w <br />W <br />(� <br />* <br />4 <br />F <br />C <br />o <br />a <br />�-0 <br />;o <br />v <br />< <br />ZIa <br />° 3 <br />O O <br />_ <br />'L <br />O <br />d' <br />ni <br />M <br />c� <br />N <br />A� <br />cv <br />T' <br />Do__ <br />CL? <br />0 <br />N <br />o <br />U') <br />N <br />LO <br />r <br />Q N <br />r <br />a; <br />E <br />� � <br />M <br />N <br />.. <br />o <br />z <br />z <br />iri <br />E T_ <br />a <br />E <br />U 0 ¢ pcc <br />JOB <br />NO: 22-02362 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />