Laserfiche WebLink
c <br />c <br />d <br />54'-0" <br />H.B.+ <br />I <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■ <br />■ ■" <br />"■ ■ ■ ■ I 7 . <br />■ ■ <br />17'-27, <br />2_92_8Q-_11$.II <br />II II• <br />CIL <br />I <br />Jl I01 <br />b <br />�� <br />I di <br />HVAC CHASE M <br />II IF <br />1L �J I: <br />I <br />I <br />CO <br />I BASED ON <br />III <br />10'-10$" <br />M <br />"' <br />LOCATION <br />o <br />\ <br />I— — — — — <br />C J <br />—� <br />HU <br />— CJ cv <br />CJ — CJ <br />I ■ <br />— <br />I <br />2'-6"x2-6"x1'-O" <br />W/ (3) #5'S E.W. 1T-5$" I <br />36-6$' I <br />( <br />TYP @ 1 <br />■ :: <br />.......... .. <br />, . <br />hToO <br />: <br />STORY U.N.O. <br />— — <br />' .::::::::::::00 <br />— J :........::................. ..... <br />...............::..1...:' <br />10 <br />G..................................... <br />:I. ; ■ <br />■ ■ <br />S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC./ PAVER TO BE 4" <br />■ . HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r- — — <br />7, 1�„ I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />a 4'-8" <br />2-6'x2-6' x1'-0" PROVIDE Y2' x 9" <br />�' <br />L pp <br />-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER <br />I 16'-111" 8'-61' I <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />� <br />& <br />SLOPE' I <br />S3 v <br />- <br />� <br />I <br />-3 <br />1/2" <br />— <br />_ <br />iD <br />in <br />L <br />f --r - - - - __ <br />/ <br />t <br />■ <br />( <br />I <br />CJ I <br />D.W. III <br />■. ��oo I I IL__-P I:: <br />I I I I rr - <br />�W.H.�/ <br />K <br />CC <br />S3 <br />CC <br />S3 I <br />- <br />S3 <br />STEPS AS <br />REQUIRED <br />N ��la <br />PROVIDE 1 Y" RECESS I II �� IIIL" I : ; <br />o <br />b <br />PER FIELD <br />FOR SGD. REFER TO II L __ JIII, <br />II II 3 <br />MASON'S SLOPE FOR I r 1 IY <br />I <br />i <br />7' 42' <br />1 I <br />7'-12' <br />5�_8 <br />'_0� <br />r w <br />x <br />CONDITIONS <br />• <br />WIDTH I II JIII� <br />in LO <br />4'-0" <br />25'-6" 1 L = = J <br />20'-6' <br />6'-8" <br />1'-4" <br />I <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL I <br />(2) #5 VERTICAL <br />BARS <br />X v <br />iv <br />i� <br />I <br />11 KITCHEN ISLAND <br />K <br />BUILDER TO PROVIDE I J <br />I LOW WALLS ...... <br />53 <br />APPLIANCE PROTECTION S3 <br />CHASE TO <br />I <br />WHEN REQUIRED PER FBC <br />■ I - <br />INDICATES FILLED CELL 3000 PSI <br />I - ISLAND - - <br />- - - - - I <br />o <br />CD <br />- <br />W/ <br />I fi CJ <br />t CJ I <br />ir, <br />A <br />CONIC. GROUT FROM FT. TO BEAM <br />:: <br />co <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB•- <br />N <br />TYP @ ALL PLACES SHOWN �o <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />T <br />I HOOKED FTG. DOWELS 5" EMBED <br />/EELEXT. ABOVE SLAB "GRADE 40 <br />- �--- — �--1 <br />SLR <br />I <br />I <br />F -:A-at � <br />3 1/2" <br />STEEL" <br />I dFPT, WI I OPT. D <br />■ I 0'-0,& <br />I I I I <br />1 L d J I <br />I <br />20'-1016" <br />L _ — — — J I : • <br />4'-7i6' <br />I <br />(2) #5 VERTICAL <br />I <br />BARS <br />Mao <br />------------}-- <br />---------J <br />--- <br />------I— -----� <br />o <br />2'-61" L 6'-0" <br />S3 TYP @ 1 STORY <br />U.N.O. <br />;in <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />5'-A" <br />I <br />H.B.+ <br />r� <br />w <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=V-0" <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 />-' T -�i- W z <br />WCIL <br />J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0 <br />"gq�y��tEG�trr����f'° <br />Y <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />/ <br />® <br />co <br />N 'D _ W ttOO <br />E <br />O O O 01 (O N # <br />0 <br />M N N C LL <br />M m N— W <br />{� <br />ui <br />•] LL N LL LL rL <br />w <br />a <br />z <br />as C', . rn <br />ai c ii a a lux, <br />a to O <br />29 m m o <br />m M <br />W <br />@ o <br />Z <br />ILW <br />rnMNo W-oy <br />N a M z < 0O E5 <br />z <br />° L) ❑o❑ <br />z N <br />O <br />z <br />d N <br />(nu.):Z2 <br />(7 <br />o <br />(D <br />W p <br />o <br />U <br />Q <br />0 <br />N <br />P <br />o <br />N <br />2 <br />r o <br />U -m <br />w � <br />min <br />6 <br />v o <br />• <br />®0 <br />¢ 0 <br />�m <br />o <br />� <br />f <br />w <br />M <br />M <br />yZ <br />zoS <br />Z <br />LL <br />Q E <br />E OO <br />�0 <br />w? <br />Z® <br />oa <br />(6 <br />V <br />? p <br />CL CL <br />o <br />CDaz <br />?C . <br />ao <br />0 <br />&1 <br />wZ <br />CN <br />a o <br />L <br />U3 C <br />C <br />¢ ❑ <br />m O <br />0, <br />z <br />__ <br />J <br />N m <br />< <br />Q W <br />a, <br />� <br />Fw <br />Op 2 <br />W w <br />z z <br />g0 <br />d <br />nw <br />W <br />aLL <br />=3 <br />A <br />O <br />w <br />u <br />70 <br />i <br />Co <br />�Y <br />zla <br />a <br />00 3 <br />(D <br />J <br />>M <br />ai <br />nL, <br />W <br />� <br />.!LO <br />O� <br />� <br />> <br />T <br />Q <br />o <br />0 <br />� <br />O <br />co <br />= <br />CEO <br />O N <br />Lid <br />. _ <br />>' <br />00 <br />r N <br />r <br />/� <br />T U! <br />O r <br />CM <br />o <br />M <br />z <br />E O <br />@ <br />a <br />E •• <br />c0 <br />o :: <br />Q o <br />JOB <br />NO: <br />20-2741 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />p�+M <br />RE <br />l <br />