Laserfiche WebLink
C14 <br />E <br />.:0— <br />�5 <br />CK <br />C14 <br />+ TYP @ 2 STORY <br />H.B. ' <br />t <br />_v: .. ....... <br />F <br />EO <br />2 STORY <br />/Cc (2) #5 REBAR <br />VERTICALS w/ in <br />(D 1 \, <br />�3 <br />6'-0" 54- FILLED CELL <br />O.-011 -3 1/2" <br />7 <br />L J <br />4 <br />0? <br />10'-6" <br />1"4 <br />4--1111 L <br />--4— Ci <br />4'-0" <br />STEPS AS <br />Ci <br />. . - - - - - - I — — — — — — — — — — — — — — <br />KITCHE SLAND SLOPE, <br />9 <br />tt <br />C14 <br />REQUIRED PER <br />LOW WALLS CHASE I <br />TO <br />FIELD <br />CONDITIONS <br />ISLAND <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />1-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 Y2" SLAB FOR HERNANDO <br />RECESS FOR <br />COUNTY ONLY <br />9 <br />SLOPE <br />SGD. REFER TO 3-1/2"MIN 2500 PSI CONIC <br />MASON'S SLOPE <br />SLAB OVER 6 MIL <br />2STORY <br />FOR WIDTH VISQUEEN VAPOR BUILDER TO PROVIDE <br />4" <br />L <br />BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR <br />WHEN REQUIRED I VERTICALS w/ in <br />. <br />S3 <br />I FILLED CELL <br />;0 <br />(2) #5'S <br />C14 <br />----------- <br />C14 <br />9 <br />TYP @ 2 STORY <br />L <br />PROVIDEY2"x9" <br />9 <br />RECESS FOR FRT. DOCIRT— <br />-4" <br />SL PE <br />_-E <br />�W�8- V�i) <br />2-6" x 2'-6" x 1'-0" <br />W /(3) #5'S E.W. <br />01 -01. TOP OF CONC./ PAVER TO BE 4' <br />.1 _0$ <br />L 9 <br />17-- 1 BELOW FIN. FLR. <br />M3 <br />............. <br />.......... <br />ISTUB UP T(5 13'-7j" <br />(2) #5'S <br />2'-6'x 2'-6" x V-10" <br />W/ (3) #5-S E.W. <br />2ND FLOOR PLUMBING LINE <br />FOR A/C TO SECOND <br />GG FLOOR <br />�3 <br />--CJ <br />C14 <br />C14 <br />19, rl 64P6" L INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />C� <br />SHOWN HOOKED FTG. DOWELS 5" <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />Lczr: <br />HVAC CHASE O.-011 <br />BASED ON <br />LOCATION 5'-4" 16'-3" <br />L <br />TYP @ 2 STORY <br />. .............. ............... ......... <br />Milli <br />HR� <br />YP@2 <br />STORY <br />2'-0" L 4 <br />5'-4" L 2--2-83- L 2-- <br />51-0.1 <br />FOUNDATION PLAN <br />SCALE: Y4"=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 />VVWF 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 />A. x <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 />oft <br />A <br />C) E N <br />78750 <br />Z <br />Ar <br />TE `F <br />A' <br />0 0 -rj \0 N <br />. <br />0% <br />� A \� <br />01 <br />rmation and belief, <br />the structural plans and specifications contained within these <br />dr&Mngs comply vvith the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the dravving pages bearing <br />Engineers signature and seal. <br />8 <br />r- <br />00 <br />C*4 <br />-j <br />C4 <br />C-1, ILL <br />Z <br />0 <br />C-4 <br />Cn CD <br />0 <br />Do <br />< <br />IL <br />00 Ci <br />to N Z <br />C*4 M <br />< <br />Ch <br />Ci <br />_5 <br />1-D <br />R F <br />cj <br /><c <br />cx- <br />13 <br />v) <br />Q) <br />r-_ <br />99 <br />2! -.m <br />(.D <br />4..j <br />LL <br />LIJ <br />0 <br />M <br />LAJ <br />01- <br />U <br />L=u <br />U <br />< <br />r— <br />C) <br />LL- <br />L E <br />8 <br />z <br />0 <br />E <br />z <br />C <br />C <br />.2 0 <br />(0 <br />CID <br />to <br />0 <br />0 <br />0 <br />> <br />2 <br />CD <br />C <br />0 <br />E <br />U-) <br />r--. <br />M <br />x C14 <br />Ir— <br />LO <br />CN <br />o <br />04 <br />00 <br />oo <br />U-) <br />4) <br />E <br />CN <br />0) <br />ce) <br />C14 <br />0 <br />z <br />z <br />E 0 <br />E <br />0 <br />—j <br />—51 <br />JOB <br />NO: <br />21-2023 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6.0 <br />