Laserfiche WebLink
TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />3'-0" <br />• • <br />1 <br />r---------�- <br />--- <br />-_: ° -- ° <br />--------�; - -- <br />BUILDER TO <br />�-- <br />-------I <br />r <br />_ <br />4' -0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />2 #5 REBAR <br />() <br />.. <br />I <br />� <br />1 " <br />0 -0 I <br />� � : ' <br />I <br />REQUIRED <br />I <br />VERTICALS w/ in <br />■ : I <br />: <br />EREN <br />FILLED CELL I <br />, <br />FBC <br />35`-4" <br />�1 <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. .� <br />I <br />SLAB FOR HERNANDO I M I (: • K - I <br />J <br />v <br />COUNTY ONLY r S3 <br />I <br />S3 <br />CONC <br />SLAB OVER 6 MILSV SQ EEN 2'4j4" 4�-Oj" V-61" <br />I <br />I <br />VAPOR BARRIER .. ' <br />■ ' -GJ <br />.. - CJ <br />iO <br />rn <br />— — — •� — — — �: ' — — — <br />t4 <br />— — — <br />r <br />r <br />Cl) <br />• n 1 n 1 n aD r <br />V-3 1-10 3 -6 *; <br />I <br />0 <br />= <br />00 <br />I I PT. OPT. D I ; -3 1/2" <br />c <br />_ ._ ' o <br />2'-6"x2'-6"X1'-0" FTG G ' : I : <br />W/ (3) #5 E.W. S3 T-5" <br />SLOPE <br />7 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />H <br />ARTICALS <br />I I I <br />VE w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />`� <br />K CC <br />I S3 S3 <br />FILLED CELL <br />I <br />°° <br />1 <br />r <br />S3 <br />-41 <br />I <br />—ICJ <br />= <br />I/CiJ <br />- - <br />'_''�'_'_'_'%.. <br />'. <br />_ <br />.... . <br />... ...._.` <br />25'-10 9- " <br />: 4'4' <br />v <br />B0 <br />I 1_ fl 1 " 1_ N <br />2 6 x2 -6 Xi 0 FTG <br />= <br />W/ (3) #5 E.W. <br />I INDICATES FILLED CELL w/ 3000 PSI I i I PROVIDE Yz" x 9" 'r' <br />CONC. GROUT FROM FT. TOBEAMRECESS FOR FRT. OOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />SLOPE I <br />S3 <br />o <br />U) <br />4 0 <br />1 " <br />4'-4" 4'-6" <br />I TYP @ ALL PLACES SHOWN II HVAC CHASE TOP OF CONCJ PAVER T BE 4' <br />' BASED ON 0'-0" <br />. ■ <br />HOOKED FTG. DOWELS 5" EMABED BELOW FIN. FLR. <br />■ <br />......... ........... ■ <br />W/ 25" EXT. ABOVE SLAB "GF ADE 40 i i LOCATION I ..:::::::::::::::::::::::::::::::: :::::::::::: ' ' ' <br />STEEL" <br />.:::::::...: <br />• L <br />_ .......� <br />I 16'-10" <br />i <br />• <br />c <br />4 <br />4'-0' <br />I <br />r <br />1 <br />:12':10" <br />rn <br />STEPS AS <br />........ <br />; PROVIDE 1 Y2" RECESS <br />• • <br />101.1 �„ <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />FOR SGD. REFER TO I KITCHEN ISLAND • • <br />MASON'S SLOPE FOR OPT. " """"""""" ' "•' ' <br />LOW WALLS <br />WIDTH � ------1 <br />a <br />' '•' " ' <br />.. <br />A.■: <br />r------ <br />c REF.:.-I-rv.l Cl: <br />CJ�I •■ <br />— - - = -_'" -��- - - - - - - - r- - <br />- - I I - - - - <br />° <br />TYP @ 1 <br />/ IF- I CHASE TO ISLAND :: <br />I D.W. I ::..o...... <br />t I <br />I I <br />lit <br />STORY U.N.O. <br />A N <br />o <br />_ <br />LL - <br />II O0 <br />S3 <br />rr <br />'n <br />_ -_____-- <br />SINK /DISP <br />t M <br />I-31 /2" <br />:: I I <br />t 1 1, <br />0 _0 <br />16'-0" 21_ 11 V-10" .... <br />• ■ <br />��: <br />r <br />I / <br />v <br />•• :: <br />M <br />:. I <br />=O <br />f. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />64" L 11_98„ L 31_211, L 5'-0" L 5'-0" L V-10" <br />2'-1Od-" L V-11 41' L 5'-01, L 5-4- <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 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 />LU <br />w <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 11/2 4-0" <br />.• • • <br />• .� <br />#5 CONT REINF. SEE <br />. , <br />'•, <br />FND. FOR QUANTITY <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 />• • <br />**Alternate: <br />The reinf. bars shall be <br />_ <br />;;;••;;: ;;: �:%.; <br />cont. around comer by cold <br />,; ••;;: ,; , ,; • ••�:= <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />0 <br />Z o <br />- CD <br />Z N <br />Z <br />Q <br />v) Z <br />Ln (.D <br />W cn <br />4--) W <br />f) <br />U - <br />w <br />°� <br />= <br />0 <br />o 0 <br />(a U <br />�M <br />W <br />�- E <br />-00 <br />C M co <br />T M M <br />Ooaimo <br />= N <br />I U <br />L tL CO <br />�� <br />�o <br />Q rn <br />Q o <br />p N <br />Z1P1 <br />z°$ON <br />.. <br />.LLq• <br />`o,. "' <br />i <br />w0 <br />-.0- <br />AD <br />on@oaf <br />�p ,`,,� <br />i. r't <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z <br />C) _N n <br />I•> -I tl M O <br />M <br />QU)CID Ln <br />QL_ LL Ln <br />M <br />fu <br />U a00 <br />Q E <br />z <br />J CD <br />W <br />35� <br />� <br />zn <br />a <br />fFM <br />�i�oa <br />z <br />� <br />cy.,U <br />� Z <br />uZJ. <br />CL <br />IDYfW <br />��o <br />J <br />1-1 <br />O <br />88 <br />L <br />r O <br />�- <br />Q <br />Z <br />Z <br />s <br />Z <br />� 3 <br />M <br />�o <br />o <br />0 <br />O <br />= <br />�\ <br />( J <br />¢J ¢ <br />Uj <br />d x <br />Z <br />W Q <br />Oii' p Z <br />��serQ— <br />F <br />O <br />�•+� <br />xx O U <br />N <br />0 ¢ <br />Q <br />Z <br />Z <br />LU <br />rl <br />U')W <br />aWo <br />�o� <br />J <br />rl <br />LJ.J <br />I¢- u o <br />SQa <br />Q <br />Z <br />F O~ <br />¢LUz <br />Z <br />U <br />J <br />o <br />g <br />= <br /><z <br />Uj <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />