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G'1MMIG <br />1'-6" 5�_7g„ 6,_48„ 6' 0, 6, 0„ 6 0„ 6 0„ 6' 0, 5,_2$„ T-1$' <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />---------+- <br />--- <br />-: ° -- <br />° ---------T: — -- <br />BUILDER TO <br />•I-- <br />------� <br />W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />I 0-0' <br />; ; <br />• • I ; . <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS in <br />FILLED CELL <br />PER FBC <br />35`4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. 16 :: b <br />N <br />00 <br />I SLAB FOR HERNANDO <br />v <br />I COUNTY ONLY r S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-74" 4'-10" <br />VAPOR BARRIER <br />I...I <br />■ , — CJ •GJ — CJ <br />o <br />9 <br />a, <br />M <br />5'-3" 1'-10" 3'-6" <br />I <br />i I. N i 0) <br />_ <br />d0 <br />I I P T. D -3 1/2" <br />Cl)o <br />2'-6"x2'-6"X1'-0" FTG qG <br />; I W/ (3) #5 E.W. �. _.� 3' 5" <br />SLOPE <br />' 7' <br />(2) #5 REBAR <br />F, <br />2'-6" x 2'-6" x 1'-0" <br />AHU I <br />VERTICALS <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />04 <br />K <br />/ <br />ici <br />ILLEDCELL <br />eo <br />J <br />CJ <br />- - - - - ......... <br />'_. <br />_'_'_' <br />. <br />.. <br />_52 <br />25'-1028gts <br />' <br />v <br />004, <br />5I-0 <br />/ / 2'-6"x2'-6"Xeo <br />FTG <br />Cl) <br />INDICATES FILLED CELL w/ 3000 PSI I / i / I PROVIDE x 9" rh <br />CONC. GROUT FROM FT. TO BEAM 2 <br />/ RECESS FOR FRT. DOOR- <br />W/ (1) #5 REBAR VERT ABOVE SLAB / / <br />I <br />SLOPE <br />� <br />S3 <br />C° <br />LO <br />/ / <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ALL PLACES SHOWN / / HVAC CHASE TOPOFCONC.IPAVERT BET" <br />/ / <br />' / BASED ON 0 0' <br />■ <br />HOOKED FTG. DOWELS 5" E BED / BELOW FIN. FLR. <br />: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GF ADE 40 / i / LOCATION I ..::::::::::::::::::::::::::::::. ::::::::::: ::: ' ' ..... <br />STEEL" <br />.......:... <br />... .... ,........� .......... . <br />4'-0" <br />/ i / 16'-10" <br />'-101' 10 <br />o <br />in <br />STEPS AS <br />REQUIRED <br />, ,. <br />I <br />PROVIDE 1 %" RECESS i i' / ' ' ' ' ' I <br />( <br />PER FIELD <br />; FOR SGD. REFER TO I / i KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. . ' ....... ' " <br />/ LOW WALLS , : <br />icj: <br />4 <br />" ' ' <br />I <br />CONDITIONS <br />; /� <br />WIDTH CJ - - - - - - - - - - - - CJ <br />CJ ■ <br />■ / % F REF. ; . -LCJ <br />4 <br />1 r <br />- — —_ — =___ <br />---_----i--=-O--_- <br />CHASE ISLAND <br />TYP @ 1 <br />STORY U.N.O. <br />o <br />D.W. <br />L-J <br />60 <br />1 <br />10 <br />in <br />=- - - <br />I / / / SINK 1NI DISP <br />; ' I t Cl) <br />3 1 /2" <br />I / <br />I <br />It 0'-0"I <br />/ i 16'-0" 2'_�„ 6-10" :: <br />:: I I • • ■ <br />IIt <br />O I <br />0 <br />O <br />co <br />---------+---------- —4-- ------ --------------�— <br />— --- it---------� <br />i............ .............. .:.... ... <br />.. ............. <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />5'-4" 1 g 3'-22" 5'-0" 5'-0" 5'-10" <br />T-10" L 6'-0" L 6'-0" L 3'-10" I, 2'-104" L 5'-1164" <br />mill <br />FOUNDATION PLAN <br />SCALE: Y.-,.o. <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 <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 />Z <br />J <br />CI - <br />W <br />(n <br />CONTROL <br />JOINT DETAIL <br />SCALE: 11t2"=V-0" <br />• <br />,r��' <br />�:;= <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />;: <br />', ',,.' <br />:r <br />#5 X 25" X 25" CORNER <br />• <br />♦'• ' ' ♦`- ' ' ♦' ' <br />�' <br />BAR ONE FOR EA. <br />., .. <br />_ <br />• •. • <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• <br />"Alternate: <br />The reinf. bars shall be <br />��,:.:;:,: �r• j,: ���: <br />��; <br />cunt. around corner by cold <br />• <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=1'-0" <br />0 <br />� <br />Oco <br />4 <br />iL <br />z <br />V)' CD <br />�7 <br />Q) ua <br />C) <br />U — <br />O <br />0 <br />Om <br />r. <br />a)M <br />LJ-6 <br />— L) <br />M <br />C t6 M <br />O o0 <br />- Qj <br />CD <br />J� <br />« LL eo <br />ao <br />Sao <br />ME=e <br />to O V' <br />Q tm <br />to Q O <br />N C B D C <br />vt <br />t <br />B <br />D® <br />�°� <br />� <br />• <br />w "'L '� <br />�w o <br />w • � o <br />eq L. <br />0 dP <br />rL <br />y <br />Z 2� ,4,f;Et<�i <br />W a -T_N _ <br />Q <br />jkM <br />J o <br />N M <br />o a) <br />a <br />v �- <br />❑n, <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 />0 <br />Z <br />0 <br />Ci <br />I>-i-�M <br />M <br />Q - Ln <br />IZ ( •C: n <br />WO <br />Q U- <br />CL <br />.�j <br />C1C U ca ' q <br />CL <br />z <br />Q � <br />z § E <br />tB <br />Z <br />WJ C) <br />d' <br />oz <br />�0 <br />Lu <br />z 4a <br /><a <br />F <br />z <br />w¢0C� <br />Q Q U O <br />z W W 0 <br />p w Z <br />n� <br />Lq <br />� Q-' � J <br />r Lu O n <br />o��N <br />L <br />0 <br />F o <br />Z <br />O <br />N <br />` <br />/T\ <br />v / <br />a <br />QU <br />g z <br />a <br />M <br />jE <br />0 <br />o <br />- <br />0 <br />0 <br />U <br />_ <br />0 <br />J <br />0 <br />o� <br />I- <br />Q <br />c <br />x 00U <br />PO R <br />N <br />Zw�J <br />Lu zz <br />0 <br />Z <br />oZ�o <br />Z <br />W <br />Iri <br />�a�� <br />D � R , <br />J <br />ri <br />L1J <br />S) w O <br />M <br />Q <br />Z <br />!w h lz <br />0 <br />Z <br />� <br />O <br />J <br />= <br />a <br />z <br />r , <br />a <br />In <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />