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4 <br />d <br />4 <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 />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />MESH <br />ON <br />V-0" 6'-0" 6'-0' 6'-0" 6'-0" 5'-* T-1t IN FS E PLAN. SHOWN TI <br />REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 1 " <br />LU <br />U.N.O. 3-0_� w <br />S3 H.B. <br />■ ■ ■ <br />■ <br />■ ■ ■ ■ <br />■ <br />■ ■ <br />i <br />•°• •°• <br />i <br />----------� <br />--- <br />�: -- ---------T; — -- <br />BUILDER TO <br />+-- <br />------, <br />4'-0" .. 12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />I <br />O <br />I 0•-0., <br />• • :: ; • <br />. • I <br />PROT <br />PROTECTION <br />WHEN <br />WREQUIREDI <br />VERTICALS w/ in <br />.. <br />FILLED CELL I <br />PER FBC <br />35`-4" • • <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.,., <br />00 <br />I SLAB FOR HERNANDO I ^` T ' ' I : • K F14 I <br />J <br />v <br />I COUNTY ONLY `� '' S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-7t V-q" <br />VAPOR BARRIER <br />— •GJ • — CJ <br />CJ :, <br />io <br />a) <br />i <br />I i <br />^ <br />• <br />5'-3" 1'-10" T-6" , T <br />1 <br />I <br />O <br />O7TDI : -3 1/2" <br />`r <br />M <br /><) <br />2'-6"x2'-6"X1'-0" FTG G - <br />W/ (3) #5 E.W. S3 . -.- -._ _.- T-5" <br />SLOPE <br />T-1" <br />(2) #5 REBAAR <br />■ ' I . ; I ^ <br />• • <br />74' x 2'-6" x 1'-0" <br />I • • AHU I I <br />I <br />VERTICALSFILLED <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />i:l <br />I CC <br />:: / / I S3 S3 <br />ici <br />CELin <br />e0 <br />1 <br />S3 <br />- - - (- <br />- - - --C�Jeo <br />...::: •''.'•.'•'•'•'•'.'•-'-'-'-'-'- <br />I 25'-111.. <br />0D <br />I / / 2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I INDICATES FILLED CELL w/ 3000 PSI 1 �i' PROVIDE YZ" x 9" 'r) <br />CONC. GROUT FROM FT. TOBEAM/ RECESS FOR FRT. POOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I All I <br />SLOPE I <br />L <br />S3 <br />is <br />o <br />in <br />// <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN II / / TOP OFCONC.IPAVERT BE4" <br />HVAC CHASE1. <br />BASED ON <br />Z�l <br />0':0:::::::::: <br />, ■ <br />HOOKED FTG. DOWELS 5" EM BED / BELOW FIN. FLR. <br />� <br />:::::.. ; .. : ■ <br />■ ■ ■ <br />W/ 25" EXT. ABOVE SLAB "GF�ADE 40 I / LOCATION I ... ........... <br />• : ::::.:::::::::::: ::::::..::: <br />• • • . • • • <br />��/ <br />7 <br />•• l—• <br />.... <br />.. .. ... ... ... .. . <br />ISTEEL" I <br />/ <br />---.--«---- <br />4'-0" <br />i 16'-10" <br />•12'-10" . <br />o <br />. '.: <br />• 10-101q" <br />c <br />�) <br />STEPS AS <br />I 1, I I / i' / I . '.::: '.'. ' : .' . I <br />PROVIDE 1 Y2 RECESS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND : ' ' <br />I <br />MASON'S SLOPE FOR / OPT. • • . ' " """"""' " " "' "�'•'• <br />/ LOW WALLS , . • <br />i ics <br />•• ' ' <br />'�'•'" ' '•" " I ' <br />CONDITIONS <br />• <br />WIDTH CJ - - - - - - CJ <br />.. CJ •■ <br />/ �'1' r------ <br />■; REF. <br />- - -�_ - - - - - - - - - <br />I <br />- <br />_ —_ — = — t- <br />om-_-----����_� ::IF - - I CHASE TO ISLAND <br />ITYP <br />t I <br />oil <br />@ 1 <br />STORY U.N.O. <br />.,�... <br />I D.W. I oo <br />I} t <br />i <br />A <br />o <br />00 <br />c <br />S3 <br />I I:; <br />/LO <br />I <br />/ / I LL � _ �- - - - I .. r <br />/ <br />.. III <br />S3 <br />in <br />I i / SINK / DISP :: <br />' • { t M I <br />16'-0" 2'- V-10" ..... :: <br />t <br />:: °'-011 <br />� I I I <br />III <br />r <br />I . <br />t............................ <br />1 <br />T-0" <br />H.B.; <br />64" L 14 L 3'48" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />_in" 1 2-1 Off' 1 5'-11-212" I r._n" I R'_A" <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" <br />kr <br />,: <br />#5 CONT REINF. SEE <br />:. •' <br />FND. FOR QUANTITY <br />,', ; ;r <br />#5 X 25" X 25" CORNER <br />•� ,•� ,;�; �; <br />BAR ONE FOR EA. <br />' • ' ; <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />.':'::.':': ::': ;:%.• • : .- <br />_ ; • <br />The reinf. bars shall be <br />:r,: ��,: �:=, fir,: �� <br />cont. around comer by cold <br />• • ••�Y,: • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"=V-0" <br />C� <br />Z o <br />Z <br />Z <br />Q <br />J <br />d <br />Cn Z <br />W Cn <br />i--r w <br />C) <br />.0 <br />O w <br />N � <br />E <br />o <br />U <br />w <br />pM <br />C M tM <br />po <br />WW ♦— U <br />W:pM <br />` <br />000 <br />2 ai <br />Ua�i <br />t ti ao <br />Sao <br />Q Of <br />Q O <br />A' <br />NCBiDC <br />d <br />i <br />t.I-) r F CAD <br />��,• <br />CD <br />0.cam <br />- <br />ii <br />LL LL o <br />U0ZtoZ <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 Sth 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 />ON <br />Z <br />0 � n <br />r>(nMc) <br />M <br />fu <br />f2 (n L I� <br />Q <br />0- " <br />f-- . rn <br />CC V fl- 00 <br />Q <br />Z <br />J <br />LU <br />� <br />d« <br />jR <br />w� <br />Z.- <br />o,0 <br />Z <br />�LE8 <br />w=¢ <br />gZ ZQ <br />� <br />LU <br />J <br />O <br />NORM <br />F® <br />� <br />oN <br />ZZ <br />�o <br />2:z <br />O <br />M <br />Z <br />3 <br />O <br />O <br />0 <br />�g <br />U <br />Z <br />0 <br />f <br />o� <br />a�� <br />0 <br />G <br />*k <br />N <br />Zdo°d <br />a¢3 <br />Q <br />10go: <br />Z <br />N <br />2 <br />19,o� <br />JLij <br />CILLI <br />pZ8 <br />U <br />'1 9 a <br />d- <br />G <br />Q <br />Q <br />z <br />Q F <br />W Z <br />Z <br />m <br />O <br />W <br />_ <br />-2 <br />¢ 2 <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO- 10 <br />SHEET NO. <br />6.0 <br />