Laserfiche WebLink
14 <br />c <br />C <br />PZ11 <br />H.B.t <br />38'-0" <br />2'-0" 2'-0" 2'-0" 4- <br />TYP @ 2 J <br />STORY S6 <br />-4" <br />2'-1 <br />5'-0" <br />�................ ..... ......... ....................0....E <br />CPA <br />AC PAD <br />--------- ----I-- —------- <br />1 v <br />S3 '� <br />s <br />`t T-4" 16-3" <br />TYP @ 2 STORY <br />T <br />HVAC CHASE :: <br />BASED ON I — — ; ; 101-011 ; <br />LOCATION I <br />J <br />S6 <br />INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONC. GROUT FROM FT. TO <br />°P <br />` I I BEAM W/ (1) #5 REBAR VERT <br />. <br />r <br />• • • ...... . ABOVE SLAB TYP @ ALL PLACES 1 <br />• ' • ' ' ' ' ' ' t-t SHOWN HOOKED FTG. DOWELS 5" <br />t I 1 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />f -1p I "GRADE 40 STEEL" <br />9 <br />N <br />- - - -� � � t - - - <br />CJ �_ �� �� �_ LJt IJ 1 : <br />GG <br />S3 = PLUMBING LINE <br />1 I I TO SECOND <br />UP TO: I <br />112NDSTUg FLOOR -9" '-0" FLOOR <br />FOR A/C ...: : '. '.'.:::::: :::::::. :: ■ <br />— <br />2'-6" x 2'-6" x 1'-011 <br />W/ (3) #5'S E.W. <br />M <br />1 T-14" I I I <br />I <br />#5'S <br />L <br />TOP OF CONC./ PAVER TO BE 4' <br />' 0'-0" <br />S3 <br />4 <br />TYP @ 2 J <br />BELOW FIN. FLR. <br />• <br />I I PROVIDE Y2' x 9 Yz" <br />1 /8 ' 1� I <br />SLOPE <br />1 11 11 1 11 <br />2 6 x 2'-6 x 1 0 <br />1 <br />E.W. <br />c� <br />C,� <br />STORY S6 <br />I RECESS FOR FRT. DOOR <br />-4" <br />W/ (3) #5 S <br />o <br />1 <br />_ <br />c <br />r- <br />■ I -I-CJ- �*►---------+—------� <br />s <br />b <br />I (2) #5 REBAR <br />BUILDER TO PROVIDE CC VERTICALS w/ in I <br />I <br />N <br />(2) #5'S iv <br />3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I I `- WHEN REQUIRED PER FBC 2 STORY <br />I <br />9 <br />� <br />1`SLOPEt9 <br />I RECESS FOR COUNTY ONLY <br />I <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC ( <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />FOR WIDTH VISQUEENVAPOR <br />BARRIERI <br />1 I I I <br />I <br />1 <br />EDGE SLAB <br />1 CHASE 1 1 BEEYO DFWALLL 2 <br />TO <br />�NDI ISLAND 1 SLOPE'. <br />I <br />1-0 11 <br />' LOW WALLS I ( <br />4KITCHEN <br />l J <br />=_- I I CJ ( <br />- — <br />N <br />I 1 II I +CJ I 4'-11" 20'-6" <br />• <br />N I <br />L - - - - -------� 1 J <br />J11- S3 <br />v <br />C <br />IILI I <br />ILA <br />di Cn -3 1 /2 <br />I <br />A. <br />I 6'-0" 5'- " 1 i <br />81 <br />1 CC (2) #5 REBAR <br />S3 VERTICALS w/ in <br />_ FILLED CELL <br />a <br />I �-- 2 STORY VERIFY LOCATION <br />_. .� — — 'Et-MICAtF"4Et— <br />NJ <br />VERIFY METER LOCATION <br />J WITH BUILDER <br />S6 <br />TYP @ 2 STORY <br />+H.B <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: 14"=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. FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = l'-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 />cunt, around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />N <br />NC=k <br />UD <br />O <br />© <br />D. <br />a u.� <br />tl a n O <br />G /C fJ N <br />co <br />CL.L. n. <br />f13 O . N..O,N t <br />w y o m <br />3 � � <br />dY ._..• Q <br />� <br />3 m <br />3 •r U C7 <br />Cu, C O <br />7 tZ <br />of R <br />c E <br />Cc o <br />d U <br />w <br />T ii <br />�' ' <br />,.. d► <br />-ti <br />W <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />CS <br />v <br />d I � m <br />�. <br />a 4 <br />11 <br />�113 <br />�. <br />N W 0 0 <br />; °i °' m <br />Z <br />ILW <br />ZN <br />M<¢J <br />OU <br />W <br />❑ ❑ <br />z <br />z � <br />J <br />aLO <br />N <br />LU <br />0 <br />W g <br />N <br />rs <br />U <br />C <br />Q <br />� <br />�C, <br />o <br />o <br />Zo <br />a <br />�° <br />z <br />N it <br />V <br />x <br />o� <br />Z <br />N <br />a <br />° <br />o <br />TZ <br />W <br />wis <br />zl <br />J <br />>C) <br />U 1 <br />Ul <br />o> <br />L° <br />Q <br />� <br />M <br />M <br />T <br />N <br />T <br />Vl m <br />M <br />LO <br />1 <br />v4 <br />0) <br />N <br />Q <br />Q <br />h <br />r <br />ai <br />(y) <br />C`V <br />H <br />c <br />? <br />z <br />E <br />E <br />y <br />C <br />c <br />p <br />� <br />JOB <br />NO: <br />22-06457 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />