Laserfiche WebLink
CD <br />L0 <br />C I <br />1�2 <br />EZ: <br />q <br />66-0" <br />TYP @ 1 STORY <br />U.N.O. <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />.................... <br />............... <br />T Z9 <br />VERIFY LOCATION <br />12--l" Qt- <br />ELECTRICAL PANEL <br />(2) #5 REBAR <br />VERTICALS in <br />w/ <br />.. . .... <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0'-0" <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />WHEN REQUIRED PER <br />1 <br />FBC <br />t <br />354- <br />20'-6- <br />t—K <br />7-734" '4'-9" 4'-10" <br />EDGE OF SLAB 2" <br />Cil -GJ BEYONDWALL Ci <br />5'-3" V-10" 3'-6" <br />Cl) <br />A, C) <br />D ON! <br />(2) #5 REBAR <br />j'G <br />VERTICALS w/ in <br />I OPT. WI I I OPT. D -3 1/2" <br />FILLED CELL <br />2'-6"x2'-6"X1--0" FTG G I L!.-- -J <br />W/ (3) #5 S3 T-5" <br />SLOPE <br />2'-6" x 2'-6" x V-0" <br />(2) #5 REBAR <br />AHU <br /># <br />VERTICALS w/ in <br />W/ (3) #5-S E.W. <br />TYP @ 1 STORY <br />04 cc <br />FILLED CELL <br />U.N.O. <br />S3 <br />jin, <br />Ci Ci r�l 7 <br />........ .. <br />... . ... ........ ........... <br />L <br />128 9'-568- <br />E 4'-4" <br />2'-6"x2'-6"X1'-0 <br />-rv, <br />W/ (3) #5 E.W. <br />e;E- <br />3-1/2" MIN 3000 PSI CONC. <br />INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO PROVIDE)/2' x 9 Y,2,, LO <br />SLOPE <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM COUNTY ONLY RECESS FOR FRT. �OOR <br />VERTICALS; wl in <br />W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 P%�NC TOP OF CONC./ PAVER �O BE <br />4--0" <br />4-4- 4--6-- <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN SLAB OVER 6 Nflt:MSQUEEN 0.41 4"BELOW FIN. FLR. -1. <br />HOOKED FTG. DOWELS 5" EMBED I VAPOR BA",EA ................... ............. ............ .................. <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 ........ ...... .... ......... .. <br />......... L <br />STEEL" <br />4'-0- <br />16-10 <br />b <br />io, -101 <br />STEPS AS <br />I <br />n <br />REQUIRED <br />PER FIELD <br />KITCHEN ISLAND III I. - ........... <br />..................... <br />LOW WALLS III OPT, � : <br />icj: <br />CONDITIONS <br />- - - - - - - - - - - - - 1. - <br />Ci - <br />C Ciu- EF. <br />R <br />rF <br />- - - - -- <br />lE - --� = _-- - <br />2" RECESS - - - - - - - - - <br />PROVIDE 1 Y - - CHASE TO IS <br />I( <br />TYP @ 1 <br />STORY U.N.O. <br />1 r. I <br />FOR SGD. REFER TO r )r- 7 <br />\01 <br />... <br />.... <br />MASON'S SLOPE FOR D.W. I III '"-I r) ID <br />t <br />0? <br />ro <br />4) <br />;t <br />tn <br />Ln <br />WIDTH LL - - - <br />SINK DISP <br />31/2" <br />L <br />\L3 <br />16'-0" 6-10" <br />17- <br />01-0 <br />C] <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />6L <br />.................... <br />-4" L v-98" <br />TYP @ 1 STORY <br />U.N.O. <br />-1 <br />2'- 1 OR. -11" 1 6-11 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4"=V-101" <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 I BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VWVF 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 />CD <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 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 />rhe reinf. bars shall be <br />-ont. around corner by cold <br />ending the bar wl min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />ca <br />CP <br />C2 <br />ar- C= <br />M I., Cn <br />C0 <br />11AA <br />1= - ;� <br />CC LA� Q_ <br />413 -0 C�4 <br />U) A C= <br />04 <br />L) <br />cu <br />w CU <br />E <br />Q <br />Ca- W <br />fit <br />C14 <br />p ci� <br />L'u <br />F <br />IL <br />?OL, <br />S 0 <br />To Vie best of the Engineer's knoWedge, information and belief, <br />ft structural plans and specifications contained within these <br />dravvings comply vvith the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signorWre and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />'9 <br />C� <br />r <br />__j <br />Lu <br />0 <br />A 0 <br />z <br />U0w <br />Co <br />a? C-4 <br />C) <br />a <br />z <br />04 <br />w <br />(D <br />< <br />V) <br />0 <br />LLJ <br />E <br />8. <br />< <br />C-4 <br />z <br />C111 <br />U- <br />91 E <br />8 <br />No <br />0. <br />� <br />E <br />t-z 0 <br />zE <br />C14 <br />C <br />0 <br />ZC <br />-1 r <br />�0- <br />.0 0 <br />121) <br />U) <br />ul <br />120 <br />M <br />a. <br />F— <br />a) <br />co cle) <br />0 <br />Cr <br />4- <br />0 <br />U) 9 <br />(1) <br />e? <br />N <br />U) <br />< <br />0 <br />U) 04 <br />4- 04 <br />(a 0 <br />U- C14 <br />.0 <br />CV) <br />T— <br />Lr) <br />< <br />LO <br />(0 <br />E <br />C 0) <br />co <br />z <br />M <br />z <br />r- <br />0 <br />E <br />E <br />ih <br />U) <br />e <br />M <br />C <br />a. <br />0 <br />1 0 <br />3 <br />JOB <br />NO <br />22-12363 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6 <br />