Laserfiche WebLink
C <br />C <br />> <br />C2 <br />58' <br />15'-0" <br />T-18' 5' 2$" 6,_OII 21 - 6-2" 5'-1,. 6._4' 5,_O" Ou <br />3 -0 TYP <br />40 2'-6" x 2'-6" x 1'-0" <br />q L W/ (3) #5'S E.W. <br />S3 H.B. <br />■ ■ <br />... <br />■« ..■ ■ ■ FV <br />.� .~ . _+ — <br />—. —• — _. — — — — _. — — — — — <br />: <br />r INDICATES FILLED CELL w/ 3000 <br />: ■ <br />— —. — — <br />PROVIDE %2" x 9' iv <br />_ <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ VERT <br />`t 31/2" SLOPE <br />41 <br />RECESS FOR FRT. DOOR1L.- <br />�t <br />in <br />"' <br />STEPS AS <br />(1) #5 REBAR <br />I ABOVE SLAB TYP @ ALL <br />in TOP OF CONC./ PAVER TO BE 4" <br />io BELOW FIN. FLR, <br />co <br />REQUIRED <br />PER FIELD <br />0'-0" I PLACES SHOWN HOOKED FTG. <br />I <br />0" 4'-0" 2'-0" 6'-0" V-10" 5'-2" <br />I I n <br />CONDITIONS <br />--CJ�* <br />DOWELS 5" EMBED W/ 25" EXT. <br />; ABOVE SLAB "GRADE 40 STEEL" <br />— — — — — <br />CJ C <br />— — —-....... (' — . ■ DOD ■ ■ ■ ■ ■ <br />u <br />I- TYP <br />PROVIDE D"RECESS I <br />I FOR SGD. REFER TO - <br />-----------'E'—--------� <br />I HVACCHASEi AHU I;; <br />it <br />eo <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH in <br />BASED ON <br />LOCATION / I. ; W.H. <br />/ I <br />co <br />2 #5 REBAR <br />-3 1/2' <br />32'-84" <br />`�' 4' g$ VERTICALS w/ in I <br />L_ <br />FILLED CELL <br />I I <br />— <br />3T-52' 21'-241I <br />64" T-8" I T-8" I <br />2'_1"• • -3 1/2" SLOPE <br />4'-0" <br />; I G <br />:: OPT. D <br />LO <br />S3OP <br />CJ I -- — — — — —1 CJ GJ <br />. fi— <br />r i - — --_—_—_—_—___—_——_—_--.: <br />I. CJ o ( <br />—f-1-- <br />} I EDGE OF SLAB 2" <br />o <br />IN__L.......... <br />r -- — CHASE TO <br />■ . .I...........:. I KITCHEN ISLAN I I I ISLAND <br />I <br />2'-6"x2'-6"x1'-O" LOW WALLS I I <br />I a� I <br />; BEYOND WALL <br />I.i I I' S3 <br />o <br />; D.W. <br />W/ 3-#5 E.W. �� —_ _ �— — — — — 1 bN <br />CJ <br />I' ' <br />G SINK w/ DISP +- <br />l i K <br />' <br />I S3 iv <br />{ O S3 I <br />o <br />O <br />r I 23'-11" 2'-10" 4'-14" <br />• M <br />III <br />I (2) #5 REBAR <br />iv <br />; I CJ CJ CJ <br />° K VERTICALS w/ in <br />FILLED CELL <br />1 <br />i <br />N..................... <br />T <br />I 11 0,_0,. <br />T^ <br />0 <br />-N' <br />/ � <br />............ . <br />co 00 <br />CD <br />13'-543" T-2" : <br />CJ --CJ <br />■ �I�80 <br />; <br />...... <br />ici Ci <br />: % �J : 1 <br />ib <br />Cl) I <br />I I <br />3-1/2" MIN 2500 PSI CON C 0'-0" <br />°' <br />/ ✓ I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR I <br />::::::: (' :.• .: <br />(3000 <br />I { f <br />' <br />I I <br />HERNANDO COUNTY ONLY) <br />' <br />I &P <br />■.................. .. �.._...............� .... N, .......eN <br />..._........�« « ............ ....................................... <br />T-2" <br />M <br />4'-8" <br />5'-2" <br />5'-10" <br />FOUNDATION PLAN MONO - ELEV-Al <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <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 />WWF 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 z <br />---r---= Et„ S <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />.; • <br />:;= <br />#5 CONTINUOUS <br />. j <br />, . , • " <br />"•. <br />REINF. SEE FND. FOR <br />• " <br />QUANTITY <br />,: <br />, ",; <br />#5 X 25" X 25" CORNER <br />'•;, j '� ', :' '•;, <br />; ; :' <br />BAR ONE FOR EA. <br />•' <br />HORIZ. REBAR, TYP. <br />•_."•,•.• <br />•. <br />•:`�•-• <br />��•• <br />• .., <br />.r. <br />U.N.O. <br />_•tea-r�•�•, <br />:.:'' :.:•- ' ;:': <br />:;:,:.': <br />�_ <br />"Alternate: <br />_ �; • <br />The reinf. bars shall be <br />;�;,; • ;r,; ;�;�,; ��;,,.'�;; <br />Cont. around corner by cold <br />�; ••�� <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />II_ <br />I <br />k <br />QOWIV <br />..e® <br />. <br />e •a <br />� <br />�• <br />•" <br />1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />MW <br />Q <br />�8 <br />0 0 O <br />00 <br />N tp oD <br />N * <br />Ri <br />0 <br />(0 <br />MNh N <br />J V <br />toLLLL <br />J <br />H <br />NLLN <br />W <br />"LL a <br />a <br />ai m ii <br />°' a it <br />Cco <br />Z <br />13 <br />acnR <br />o <br />Q�, <br />2 0 <br />� N <br />W, 0 <br />m CLl .OI <br />EcP <br />¢ a <br />z <br />LLW <br />N <br />NQrmZ <br />0 <br />V O J <br />Z <br />o V <br />❑❑❑ <br />W <br />� o 0 <br />S <br /><� <br />z o <br />® M <br />Cl-N <br />E3 <br />0) <br />M <br />(D4- <br />4J ti' <br />N Y <br />w fl- <br />n <br />U <br />® a <br />0 <br />tV) <br />LyI H <br />Ly o <br />{ate <br />air <br />� m <br />L.A., � <br />P- e <br />0 8 <br />e e•,., <br />U a <br />m <br />U) <br />¢ o <br />C <br />w <br />M <br />za <br />Z <br />li <br />Q E <br />o <br />�� <br />wj <br />>� <br />® <br />❑a <br />U <br />w¢ <br />t— C <br />_ <br />O E <br />xU <br />� <br />a¢o <br />pU <br />°Q <br />N <br />fu <br />U <br />¢ <br />a Z <br />z <br />w0 <br />4% <br />o <br />Nm <br />U v <br />J <br />< wz <br />U) <br />a ° <br />° <br />N C <br />Q 55 <br />a <br />oa <br />LL <br />10 <br />oLL <br />a <br />m, 1F <br />7� <br />O <br />wF <br />ffO <br />�t <br />YNaF <br />3 <br />�N <br />0 <br />= <br />> d' <br />C <br />CU <br />CU <br />�y <br />c <br />Cy) <br />LLA <br />� <br />J <br />N <br />�~ <br />Q <br />N <br />O <br />o <br />-hham <br />T"' <br />N <br />= o <br />C� <br />.... <br />z N <br />T" <br />,r— <br />LO <br />r <br />= Imo• <br />M <br />r- <br />E <br />O N <br />M <br />o <br />z <br />O <br />E <br />FL <br />U -j <br />Q p <br />JOB <br />NO: <br />20-2746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />