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I I I I I I I II I <br />'-F" , 5'- <br />6-4$" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />S3 <br />%ne <br />55'-10" <br />65'-0" <br />Mid <br />5'-2$" <br />7-42" <br />H.B. <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />---1 <br />.................................. <br />............. <br />....... <br />........ <br />.»................................, <br />;0 <br />BUILDER TO <br />4'-0" <br />12'-1" I W.H. <br />PROVIDE <br />APPLIANCE <br />O <br />0'-0" <br />I : <br />PROTECTION <br />WHEN REQUIRE <br />VERTICALS wAn <br />D <br />FILLED CELL <br />PER FBC <br />35'4' <br />3-1/2" MIN 3000 PSI CONC, <br />o <br />SLAB FOR HERNANDO Mto <br />( � . <br />K N <br />v <br />COUNTY ONLY <br />I : <br />S3 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7q" 4'-Dz" <br />_- 5'-61' <br />VAPOR BARRIER <br />— <br />— CJ <br />— <br />•GJ <br />- — <br />— — -I-: <br />- <br />CJ <br />— - <br />— <br />— <br />— — <br />a, <br />1 � I <br />1 <br />O <br />°0 <br />— <br />G <br />� <br />...:: <br />OPT. D I ' -3 1/2" <br />SLOPE <br />2'-6"x2'-6"X1'-0" <br />W/ (3) <br />FTG <br />#5 E.W.3' <br />5" <br />- <br />T 1„ <br />---.: <br />I <br />■� <br />I:: <br />7 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x <br />I <br />AHU <br />I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />- - <br />ici <br />I <br />K <br />S3 <br />CC <br />S3 <br />FILLED CELL <br />I- <br />CJ <br />i - ---- - - - <br />- -I- - --- - — - <br />—-I-�I� .... ......... <br />o <br />bo <br />ao <br />- <br />I <br />25'-10128" <br />� .... ...... <br />— — <br />95�zs _.. <br />— — <br />------- <br />2'-6"x2'-6"X1'-0" FTG <br />■ <br />■ <br />5, 0„ <br />o <br />v <br />_. <br />INDICATES FILLED CELL W/ 3000 PSI I <br />CONC. GROUT FROM FT. TOBEAM/ <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />i <br />W/ (3) #5 E.W. <br />PROVIDE Y2" x 9" <br />RECESS FOR FRT. POOR <br />--- <br />I <br />-41, <br />SLOPE <br />I <br />L <br />S3 <br />b <br />'n <br />TYP @ ALL PLACES SHOWN <br />HVAC CHASE <br />TOP OF CONC.I PAVER T BE 4" <br />r��"� <br />_ 4'-0" <br />4'-4" 4'-6" <br />' <br />I <br />BASED ON <br />0'-0" <br />HOOKED FTG. DOWELS 5" EW BED <br />;' <br />� <br />BELOW FIN. FLR. <br />::::::: <br />: ■ <br />.... <br />_ ........ .......... . ■ <br />W/ 25" EXT. ABOVE SLAB "GF ADE 40 Z LOCATION i • •........................::::::::. ::::::::::: : ' ' ::::: <br />STEEL„ <br />-----,----- <br />4'-0" <br />i' <br />16-10" <br />1 <br />12'-10" <br />o <br />4 <br />STEPS AS <br />REQUIRED <br />; I <br />I <br />PROVIDE 1 Y" RECESS <br />10-104 " <br />PER FIELD <br />CONDITIONS <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR " <br />KITCHEN <br />LOW WALLS <br />ISLAND <br />OPT. <br />' . ' ' ' ' " " <br />" " " " " " " <br />icj:CJ'i <br />" " <br />' .. <br />• ' <br />I <br />WIDTH CJ <br />------ <br />CJ <br />r------ <br />I REF. :: <br />-�ltJ <br />I <br />■ <br />IFI <br />i / r- - -j <br />CHASE TO <br />' <br />° I <br />TYP@ 1 <br />i <br />ISLAND <br />f <br />STORY U.N.O. <br />- <br />o <br />S3 <br />D.W. I <br />lit <br />4 <br />A <br />tip <br />I <br />3 1/2" <br />I <br />/I <br />L� <br />/ <br />_ _— �— <br />SINK I DISP <br />I <br />; : <br />III 00 <br />f f <br />I <br />in <br />S3 <br />- <br />v <br />j <br />16'-0" <br />2,-ga„ <br />6' 10„ <br />t <br />0.-0" I <br />Ak <br />k1. <br />r <br />q <br />/ <br />---------i----------- <br />—i----------- <br />.. <br />I <br />---------I--- <br />— <br />--- <br />O <br />4---------� <br />' <br />ct <br />/.. <br />.............. ..................... <br />.. <br />.................. <br />..................... <br />H.B+ <br />5 <br />4„ 1,_ . 3,_28„ <br />TYP @ 1 STORY - <br />U.N.O. A <br />S3 <br />-- 5'-10" <br />b'-U" <br />3'-10" 2'-1064 5®1164 <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 />w <br />rn <br />CONTROL JOINT DETAIL <br />SCALE:1 1 /2"=1'-0" <br />FOUNDATION PLAN <br />••� <br />•~v�' <br />:;: <br />#5 CONT REINF. SEE <br />• <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />" <br />U.N.O. <br />;•�'; ; <br />:�,; <br />—Alternate: <br />; r';•" <br />• " <br />�'; <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 <br />DTL. <br />SCALE: 1 1 /2"= V-0" <br />v <br />Z M <br />_ o <br />CD <br />tO <br />Z <br />Q <br />Z13 <br />J <br />Z <br />Q) U� <br />w <br />p <br />•U — <br />OLij <br />('" <br />=D <br />o <br />o <br />U <br />0 <br />w <br />I— E <br />—$ <br />0)rNi Cl) <br />C M Cl) <br />T-1 <br />OoN <br />= Qj <br />U <br />L l- 00 <br />0Y,, <br />o <br />Q rn <br />`oV. nv <br />rnQ o <br />A1 <br />N I'll I> f <br />Z . O Q <br />� N2••• r' <br />1.1.,- <br />zLL- z <br />AWj <br />N «2 \ <br />ul. <br />a a. ' <br />•w <br />L <br />XL <br />C. <br />IL <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 />CD <br />O <br />z <br />0 u � <br />(� M UO <br />M <br />QV»foLn <br />a V) L <br />Q (1) LL U-) <br />F. CL �--. <br />clY U CL 00 <br />a E <br />Z § tD <br />WLU <br />J <br />z <br />�o <br />zd <br />1— <br />z <br />Q.,z <br />gQ�o <br />W q <br />z Zq <br />zI:L <br />to Z <br />o) <br />r-I <br />z <br />O <br />0 <br />JJ <br />~ <br />Q <br />z° <br />z <br />f z <br />v <br />M <br />o <br />_> <br />� <br />O <br />u- <br />fu <br />O <br />O <br />W <br />f <br />W <br />o W QQ <br />0 <br />QJ (.7 <br />gU�� <br />N <br />�U4�3 <br />Q <br />� <br />Z <br />J <br />N� <br />az� <br />tLr)-i <br />W <br />ZRZ <br />a <br />� <br />.-� <br />Z <br />g <br />z <br />o <br />rn <br />•-I <br />a <br />= <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />