Laserfiche WebLink
1 II 1 <br />-1--1 <br />c <br />c <br />d <br />i <br />CC <br />c <br />•v <br />x <br />co <br />S <br />t <br />i <br />m <br />c <br />a� <br />x <br />00 <br />0 <br />0 <br />0 <br />r•7 <br />21 E <br />�I <br />0.1 <br />A <br />H.BT S3 <br />:..�.�.�.�.�..........�....�.�.�.�. , 1'. •ice — — — —I— — <br />04 <br />...« ...—:— — ——....:...+_.............................,. <br />Jt <br />� <br />3-1/2" MIN 2500 PSI CONC I ; <br />°' <br />I• • 1 <br />`'•' <br />SLAB OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER ( <br />I : ■ <br />° <br />) <br />(3000 PSI CONC. SLAB FOR 0'-01, <br />HERNANDO COUNTY ONLY) <br />I ) I rT� <br />; <br />_ <br />..... <br />CJ 7'-2' CJ 1 `' CJ <br />_I <br />CJ CJ <br />N <br />, <br />? <br />I , <br />co <br />':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' <br />�0'-0" <br />11 " <br />1 <br />_. <br />N <br />F <br />A <br />: CJ CJ CJ <br />I <br />i l i I <br />3 I I: K (2) #5 REBAR <br />00 <br />S3 <br />1 I o S3 VERTICALS w/ in <br />I <br />1 { �„ FILLED CELLIg <br />III 11$ <br />23'-11" 2'-10"., ih <br />2'-6" <br />I I <br />G � <br />I: <br />� { I <br />I <br />O K I <br />v <br />ih <br />I '�N <br />S3 r__�D___,-SINK I DISP __ N <br />2'-6'x2 -6' x1'-O" CJ <br />W/ 3-#5 E.W. I I I I <br />LOW WALLS I I I I C ASE TO <br />■' I _ ao <br />............. L---� ISLAND <br />ilt <br />1 I I S3 <br />;III J <br />I I S3 <br />.I........... r----_----= <br />�— - - - T------_--- •- <br />�.I L_ - - - - - - 4D <br />CJ I CJ CJ <br />I <br />CJ o) I <br />N <br />in <br />4,_0„ <br />G <br />S3-3 <br />1 /2" SLOPE <br />1 1 37'-52" 1 <br />1 21'-24" <br />32'-84" <br />4,_�„ I <br />I �3 1!2" <br />(2) #5 REBAR <br />VERTICALS in <br />o <br />`r' <br />I L <br />S3 <br />I I <br />I PROVIDE 1 Y" RECESS "" <br />1 �.�� w/ <br />I — <br />t.�' ' ' ' ' ' I FILLED CELL <br />I' ' <br />HVAC SE W H <br />\ <br />FOR SGD. REFER TO <br />( r- <br />BASED ONI <br />L TYP <br />MASON'S SLOPE FOR <br />WIDTH I <br />LOCATION AHU I::----------_}_.—-------J <br />- - <br />; I CJ INDICATES FILLED CELL w/ 3000 <br />._.. .�_ <br />.........L._. ■ uNpo■ ■ ■ ■ ■ <br />CJ C - <br />N <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />I <br />2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />1 BEAM W/ (1) #5 REBAR VERT <br />1 I <br />r <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />r` TOP OF CONC.I PAVER TO BE 4" <br />- BELOW FIN. 31/2" SLOPE <br />t9 <br />_ <br />DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />rn PROVIDE Y2' x 9" N (2) #5'S <br />SLAB 40 STEEL" <br />-------+--------- <br />-1LABOVE <br />RECESS FOR FRT. DOOR <br />---- ----i— <br />■ <br />■. .. .............. <br />: ....... «■... ................■ <br />i2 <br />5' <br />H.134 <br />L <br />S3 <br />TYP <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />15'-0" <br />FOUNDATION PLAN, <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. 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 />w <br />w <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />.• •� <br />.: <br />:;: <br />�--#5 CONT REINF. SEE <br />,�� <br />; : �" <br />'•_ <br />FND. FOR QUANTITY <br />��' <br />#5 X 25" X 25" CORNER <br />' �•' ' ' �' �' ' <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />• <br />•., <br />U.N.O. <br />• • <br />"Alternate: <br />' ; • <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: NTS <br />U "' <br />zCn <br />— o <br />zCO <br />Q <br />fl- <br />z <br />to CD <br />() C <br />4 .. J w <br />OLU <br />E <br />U <br />� COt1J <br />�_E <br />N Pt <br />S�� <br />LL 00 <br />O <br />N fl- O <br />�Q O <br />MD. <br />N N <br />W �8� <br />Z N opZ E z <br />LUus <br />a <br />Z O -SALL� <br />c <br />WW ���Q;. <br />� o <br />,,,�511�111i1/�jj <br />'�ENGCOMAf- <br />•I <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 2017 Florida Building Code - <br />Residential 6th 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />U <br />za <br />a <br />sa <br />¢ <br />Z <br />u� it <br />�O460 <br />zW <br />�oWz <br />Z <br />8 ce <br />�LL�--• N <br />0 <br />w <br />$ �, <br />Q <br />fz <br />zZ <br />O <br />•L <br />O <br />{.... <br />1 <br />JLu <br />f <br />U <br />= <br />0 <br />Z <br />O <br />g <br />Op zO <br />o �. <br />J <br />C <br />G <br />f o S <br />0.. <br />�OOC <br />IN <br />A <br />zxZ;� <br />Q O C <br />Q <br />Z <br />Q <br />LL� <br />LL <br />Z <br />Lr) <br />OR <br />J <br />Q <br />W <br />Q <br />Z <br />F-Z� <br />$~o <br />�z <br />M <br />N <br />�O <br />z <br />ZS <br />0 <br />oo <br />Z <br />= <br />M <br />a f <br />r,n <br />.-+ <br />a <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO, 4v0 <br />SHEET NO. <br />6.0 <br />