Laserfiche WebLink
64" 1,482N 3'-2s 5'-0" 5'-0" 5'-10" <br />01 <br />H.B. TYP @ 1 STORY S3 <br />I U.N.O. <br />Kim "I <br />65'-0" <br />2'-1014" S-11�" <br />........................................................................ ... ......................... <br />I...... ..................... <br />it <br />T <br />co <br />0�, <br />I <br />0 <br />\\\\ <br />co <br />o <br />-3 1/2" <br />I \ SINK /DISP <br />I <br />LO <br />S3 <br />\ I �—�—•— — -- I :: _ <br />I \\� \ \ i I D.W. i I .. <br />::q0o <br />Cl) <br />:. I{ 1 <br />rA <br />S3 c� <br />7 <br />L <br />\\� \ ______ CHASE TO ISLAND— <br />— =--- -- _---- <br />" o I I <br />TYP @1 <br />— — <br />\ \ -----=--� <br />■ : — — — —= — <br />PROVIDE 1 Y" RECESS \ \�\ CJ L — — — — — — — — T — — CJ OPT. —r eJ CJ ; <br />KITCHEN ISLAND REF. ; ; ......... <br />FOR SGD. REFER TO \ . ... <br />\ <br />— — I — — — — <br />CJ _ _ .I <br />i„ I ■ <br />... 10'-104 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />MASON'S SLOPE FOR I LOW WALLS <br />I <br />q <br />CONIZITJONS <br />WIDTH <br />: <br />o <br />INDICATES FILLED CELL w/ 3 00 PSI \ \ <br />' ' ' <br />.......:........... <br />CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE I .::::::::::::::::::...:::::::::::: .......::::: . <br />W/ (1) #5 REBAR VERT ABOVSLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />. : ■ <br />:.... » <br />■ <br />■ <br />TYP @ ALL PLACES SHOWHOOKED FTG. DOWELS 5" EN \ \ LOCATION BELOW FIN. FLR. <br />\ � <br />4'-0" <br />4'-4" <br />4'-6" <br />�BED <br />\� <br />"GRADE \ PROVIDE Y2" x 9" <br />- <br />W/ 25" EXT. ABOVE SLAB 40 \ <br />SLOPE <br />to <br />STEEL" I \ I RECESS FOR FRT. POOR M <br />L <br />o <br />\ <br />\ \ 2'-6"x2'-6"X1'-0" FTG to <br />( <br />S3 <br />25'-101 $, \ <br />� \ 9'-5&8' W/ (3) #5 E.W. <br />5'-0" <br />u, <br />00 <br />—------- <br />I \ \ ......... ...... ................. <br />WWI <br />■ <br />;9 <br />o <br />— — — <br />I— <br />CJ CJ <br />T00 <br />I \ I <br />v <br />TYP @ 1 STORY S3 <br />S3 CC <br />U.N.O. <br />I S3 <br />2 #5 REBAR <br />( ) <br />2'-6" x 2-6" x 1'-0" <br />I r4" I AHU I <br />VERTICALS w/ in <br />N - <br />I • 3'-5" <br />^ <br />FILLED CELL <br />7'-1„ <br />W/ (3) #5'S E.W. <br />_ _•— — <br />2'-6"x2'-6"X1'-0" <br />co <br />00 <br />M <br />G <br />( W/ (3) #5 E.W. I <br />I <br />I S3 OPT. D PT. -3 1/2" I <br />I; <br />' ' <br />SLOPE <br />- <br />.. ......... �T .................... <br />5'4" V-10„ 3'-6„ I O <br />CD <br />.• <br />TII — — — N <br />I <br />i 3-1/2" MIN 3000 PSI CONC. 2'-7a 6-5" 3'-2" <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />I I <br />J <br />0? <br />3-1/2" MIN 2500 PSI CONC K <br />o <br />S3 <br />I SLAB OVER 6 MIL VISQUEEN I M I <br />I : ; S3 <br />; : <br />VAPOR BARRIER N <br />35'-4" 20'-6" <br />' <br />■ 10'-0" I <br />I <br />; ; <br />BUILDER TO <br />PROVIDE <br />I <br />:: <br />APPLIANCE <br />VERTICALS wAR <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />, , , <br />�P <br />I <br />W.H. <br />WHEN REQUIRE <br />D <br />� <br />�----------� <br />� � <br />PER FBC <br />; <br />--- <br />—, -- --------�' <br />— -- <br />— <br />�-- <br />------J <br />' <br />00 <br />- <br />5'- <br />6' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />i•'�1➢ <br />.§ <br />H <br />5' <br />H.B. <br />7'-1 <br />Iffilli <br />7-1 <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 g <br />W <br />CONTROL JOINT DETAIL. <br />SCALE: 11/7=14" <br />FOUNDATION PLAN <br />' •r #5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• U.N.O. <br />•• •, • ... <br />• • ""Alternate: <br />The reinf. bars shall be <br />• • • • � cont. around corner by cold <br />••: ,. •••�: ,. •�••. ,..•�: ,. ••�r,, ••�r <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />(D <br />Z M <br />0 <br />— o <br />Z <br />Z <br />Q <br />J <br />Z <br />Lnn' CD <br />�N <br />w <br />Q <br />U — <br />w OE <br />� <br />Cl) <br />U <br />W <br />E <br />— 8 <br />a Cl )M <br />C M Cl) <br />W O M <br />O O p <br />_ <br />W <br />U <br />�s LL 00 <br />�Y <br />Q <br />Cl) a o <br />to Ov <br />Q d <br />A ' <br />B De <br />N C B D C <br />N I"?,... <br />*I <br />l��ittliilEtdt <br />'� <br />E. <br />arN <br />-,cm" <br />SLIa U. <br />� a <br />�_ <br />a:wW <br />_ <br />.w W tT� <br />•. <br />z < , <br />, <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 />O <br />Z <br />0 � N <br />> Ln M O <br />M <br />Q � Ln <br />-d <br />a cn•6z d' <br />Q �LLn <br />f— CL <br />oC U Q <br />00 <br />Q E� <br />z3� <br />WUDj <br />ttQQ//Cz��� <br />W F� <br />�a <br />H <br />Z <br />wawa <br />1=?°0, <br />Q <br />J <br />28-H <br />LDO�z <br />EW.fW <br />Z <br />O <br />o�F�F8 <br />U <br />� W <br />L <br />�" <br />I..� <br />o Z <br />z <br />z O <br />�z <br />> <br />z <br />oU <br />LL <br />= <br />fo <br />O <br />O <br />"' <br />Quo <br />� he <br />x <br />g�ao� <br />N <br />wU4ar< <br />W Q <br />Zip <br />LU <br />rl <br />Ln <br />pg�L <br />M <br />Q <br />Z$ <br />m <br />Ln <br />Z <br />Z <br />LLJ <br />5 z <br />= <br />a�W <br />.—I <br />a <br />N <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 />