Laserfiche WebLink
r <br />=n <br />=n <br />LO <br />0 <br />fn <br />Q <br />0 <br />O <br />0 <br />J <br />M <br />O <br />I <br />N <br />J <br />r <br />LO <br />i <br />v <br />v <br />0 <br />LO <br />0 <br />0 <br />LO <br />O <br />I <br />N <br />M <br />Ln <br />i <br />LO <br />v <br />311 <br />4 <br />D7 <br />Q <br />0 <br />i <br />v <br />Ca. <br />E <br />N <br />E <br />0 <br />v <br />c <br />J <br />CL <br />c <br />0 <br />0 <br />J <br />N <br />L.L <br />0 <br />LO <br />0 <br />0 <br />Cl- <br />C:, <br />ra <br />rn <br />6 <br />0 <br />d <br />0 <br />Z <br />W <br />Q <br />m <br />0 <br />C <br />C <br />v <br />5-4' 1 r g8m 3' <br />01 <br />H.B. <br />I <br />5'4" 5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />3'-10" J, 6-0" <br />6-0" 3'-10" 2-106l" 5-1 <br />ih <br />AC PAD <br />y <br />HVAC CHASE <br />BASED ON <br />I �� <br />■. <br />LOCATION 1 <br />� 16'-0" <br />2r-�rr 6--10". 0.1I <br />:: <br />r <br />: � � 11�{,I} <br />01-01. • ■ <br />-3 1 /2" <br />L <br />M <br />S3 �� 1 rrz <br />_ _ _SINK / DISP <br />��-1(--1�-- , <br />; ; <br />:: <br />I <br />{ } <br />:: 11? <br />C:, <br />A N <br />o <br />S3 <br />LO <br />D.W. 111 II <br />II III <br />::T <br />I{ 1 <br />S3 <br />io <br />T <br />L— — <br />I L---_ALL <br />IIII 1 <br />JI—J� CHASETOISL�N�D=_ <br />-- ?: <br />I�( �� I <br />%I i <br />I <br />TYP@ 1 <br />STORY U.N.O. <br />■ <br />— _\�—�—_-- <br />PROVIDE 1 %" RECESS L <br />— ----- �— ---= I=rn <br />I II OPT. <br />C <br />—r-e� <br />C <br />— <br />CJI <br />— — — <br />■ <br />STEPS AS <br />REQUIRED <br />C' _ _ <br />I FOR SGD. REFER TO <br />_ _ __ _ _ _ _ _ I:: <br />Fff <br />KITCHEN ISLAND III REF. 1: ; <br />; :: <br />• ; • • • • • • • • • • • • • • • : . • • • <br />• • • • : ; : • ; : <br />frr I <br />10'-104 <br />PER FIELD <br />MASON'S SLOPE FOR <br />LOW WALLS III I* ; <br />o <br />CONDITIONS <br />I \ \ — — — <br />�� I <br />_ <br />4'-0" <br />( 1 <br />16'-10" <br />12-10" <br />o <br />\ <br />INDICATES FILLED CELL w/ 3000 PSI <br />�� <br />:.... <br />rr <br />— — — — <br />—.— — — — — <br />CONC. GROUT FROM FT. TO BEAM <br />........................:........ <br />. <br />J. <br />" <br />• • <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3a0bpSl CONC. <br />• . <br />• • • • • . • • <br />. • . • .. <br />TOP OF CONC./ PAVER 0 BE <br />• • ... , . • ' ■ <br />■ <br />■ ■ <br />`■ <br />(2) #5 REBAR <br />I TYP @ALL PLACES SHOWN <br />SLAB FOR HERTIDO <br />0'-0" <br />FIN. FLR. <br />4'-0"11 <br />4'-4" <br />4'-6" <br />VERTICALS wi in <br />4" BELOW <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CON <br />PROVIDE y2' x 9 %Z' <br />C <br />STEEL" <br />SLAB OVER 6 MIL VISQUEFt4 <br />RECESS FOR FRT. OOR ih <br />SLOPE I <br />VAPOR BARRIER �� <br />2'-6"x2'-6"X1'-0" FTG 'n <br />I M -4" I <br />S3 <br />o <br />25'-108" <br />9'-5$" <br />W/ (3) #5 E.W. <br />4'-4" <br />lO <br />I W-N-� <br />_ <br />•.... —------- <br />— — <br />o <br />q <br />I— <br />CJ <br />CJ � � <br />\ <br />.. <br />I • <br />I K <br />�(@ <br />— — <br />(2) #5 REBAR <br />CO <br />S3T <br />S3 <br />I <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I <br />�ri AHU <br />I <br />FILLED CELL I <br />2'-6" x 2'-6" x V-0" <br />U.N.O. <br />= <br />I <br />CN <br />: • <br />I : <br />t— <br />W/ (3) #5'S E.W. <br />_ <br />12'-6"x2'-6"XV-0" FTG <br />G <br />2 #5 REBAR <br />W/ (3) #5 E.W. <br />S3 <br />; • <br />L J <br />I I I <br />(-�-1 I <br />SLOPE <br />11•1 <br />�, <br />VERTICALS w/ in <br />FILLED CELL <br />i — <br />T;1. ................. <br />1 OPT. D I I <br />I 11 <br />OPT. VW 11. <br />L — J I <br />Lf <br />5'-3" 1'-10" 3'_g" <br />I 1} <br />I `� <br />`I <br />cn <br />M <br />: <br />:,1 j <br />a <br />CN <br />■ <br />— CJ <br />1 <br />CJ <br />I <br />— CJ <br />1 <br />' 2'-743" <br />7'-11" <br />1'-I ". ' <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />N <br />I <br />K <br />� <br />J <br />in <br />N <br />`�' T S3 r M24 <br />S3 <br />35`•-4' <br />20'-6" <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />O 0'-0" <br />:: <br />:: <br />: <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />_ _ <br />FBC <br />(2) #5 REBAR <br />CO <br />/�W.H.N <br />� <br />VERIFY LOCATION <br />VERTICALS w/ in <br />i <br />-F— <br />ELECTRICAL PANELC? <br />� <br />FILLED CELL <br />-- <br />r <br />r r• r r <br />r <br />r. r <br />r r r <br />r r r r r r. r r <br />r:r r:r <br />r <br />r r r r <br />�r <br />r <br />■r <br />■• <br />■r <br />■ <br />■ <br />■ <br />■ <br />V-6" L 5'-78' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6' 48 6_0-- <br />VERIFY METER <br />LOCA ION WITH <br />BUILDER <br />15'-0" <br />H.B3r_Or, <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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. if FOUNDATION PLAN <br />. 'X , 1 1 1 v --j z <br />j- <br />LLJ <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-O" <br />a \ ro + <br />CONTINUOUS <br />REINF. SEE FIND. 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 />Y • „� \ ,,' • \ 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 />C" <br />o <br />N <br />� <br />C" <br />OL Y d <br />rs. <br />CL. C12 <br />cc =�aoX <br />Q N <br />= W <br />y.t+ <br />Cry <br />? <br />O 4 <br />ej ` <br />d <br />' <br />d cc <br />� CC <br />c. <br />o <br />R <br />0 <br />C, <br />.; •�, tryy <br />u <br />� <br />lec <br />e F p4gce <br />!e 4 !i <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />r <br />I+ <br />d' E <br />ONOM 8 <br />(V 0 rT O <br />C ccr <br />0 <br />0 <br />.�. <br />N <br />M <br />r���g J <br />V <br />C3: Q <br />I n <br />C J W <br />J LL LL LL <br />V <br />— 6 d Y <br />.�, <br />C V1 <br />L O� 0 <br />' W <br />o <br />W <br />?A Z <br />C)2r— <br />M <br />0 <br />F xn <br />N f7 J <br />V <br />Q <br />�U <br />Z <br />�a. W <br />v <br />❑❑ <br />M <br />Z N M <br />O <br />N <br />< <br />J <br />CL <br />N <br />M <br />z <br />�N <br />� o <br />LL <br />w <br />O <br />V <br />w o <br />L✓ <br />���) <br />f/J <br />F— <br />s— <br />i <br />r 8 <br />w � <br />z� <br />o y <br />m <br />N m <br />o <br />J <br />w <br />Z <br />a <br />� <br />cu E <br />E p <br />V <br />oLL <br />z <br />Za <br />oa <br />to <br />a <br />�0 <br />w r <br />Uo <br />O C <br />b E <br />0 Q <br />p w <br />Z <br />d Z <br />¢0 <br />Y <br />co C:z<z <br />a <br />S U <br />mo <br />Q , <br />z <br />maw <br />0m <br />� <br />z <br />O <br />Q <br />T � <br />o <br />< <br />a <br />�F <br />" <br />m <br />� <br />az0 <br />=� <br />o <br />w� <br />�o <br />Will!0 <br />v <br />z�a <br />¢ <br />03 <br />>� <br />J <br />LO <br />`V <br />C) <br />LO <br />Y / <br />CN <br />LO <br />0 <br />�..r <br />0 <br />„- co <br />O <br />I <br />� o <br />O <br />N <br />� <br />� <br />m c� <br />LO <br />c r <br />t'•—coT <br />_ <br />c <br />CO <br />6 <br />Z <br />z <br />E O <br />aL`�i <br />M <br />ca <br />a <br />E <br />U � <br />'ap <br />� <br />JOB <br />NO: <br />23-06131 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />I <br />�,.___ n — ` <br />