Laserfiche WebLink
M <br />LO <br />00 <br />C) <br />N") <br />LO <br />L0 <br />CD <br />LO <br />CD <br />C <br />3; <br />LO <br />Lr) <br />V) <br />Ln <br />8 <br />411 <br />C14 <br />19 <br />LO <br />12 <br />SR <br />rr <br />C*4 <br />CL <br />E <br />E <br />0 <br />IZ- <br />C`4 <br />cm <br />E,: <br />C <br />H.B.T <br />TYP @ 2 STOR * <br />501-01, <br />co <br />...... <br />......... <br />HVAC CHASE <br />LO <br />(.0 <br />96.67' <br />QED <br />BASED ON <br />TYP @ 2 <br />LOCATION <br />0) <br />rGG"\ <br />rG GN I <br />STORY <br />M,3) <br />2-6" x 2'-6" x 1'-0" <br />%,!3 <br />W/ (3) #5's E.W. <br />C� <br />A, <br />N <br />T-O" x T-0" x 1'-0" <br />F- <br />!rGG <br />W/ (3) #5's E.W. <br />6'-4" V-8" <br />F- <br />C� <br />C� <br />* <br />20'-4j" <br />--721" <br />T-7�" 1 <br />L <br />14-434" I <br />. <br />. <br />TYP @ 2 STORY, <br />INDICATES FILLED CELL w/ 3000 PSI <br />I . <br />L <br />OP <br />4 <br />, <br />CONC. GROUT FROM FT. TO BEAM <br />CN <br />L <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />7- ------ 11 <br />S3 <br />TOP OF CONC./ PAVER TO BE 4" <br />Sr <br />TYP @ ALL PLACES SHOWN <br />- r <br />N. <br />HOOKED FTG. DOWELS 5" EMBED <br />BELOW FIN. FLR. <br />--A <br />EO <br />/ 0. <br />_§1/8"- -0" <br />" �E <br />V., <br />PROVIDE Y2" x ::11 ;i 2: <br />[RECESS =DOOR <br />]T— <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />I KITCHEN 00 <br />L. <br />LOP <br />O� <br />96.34L& <br />U') <br />60 <br />I 19 <br />ISLAND LOW <br />T-04 <br />15'-6" <br />t2 <br />T <br />FOR 1::RT. <br />6'-n,, 2 <br />(ALLS <br />Ll <br />STEPS AS <br />& M96.67' <br />Aco <br />L <br />q, <br />CY) <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />PROVIDE 1 Y2" RECESS <br />L <br />80 <br />F - - - <br />71-- <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />Or <br />D.W. 101 <br />L=.7j <br />I <br />CHASETO <br />ISLAND <br />tw-H./ <br />OP <br />9 <br />WIDTH <br />-ill <br />L I -I— — — -.j <br />SINK W/ DI <br />STUB UP TO <br />2ND FLOOR (2) #5 REBAR <br />� (9 <br />W&96.3.4' <br />13'- 11 <br />r3' <br />2'-6" -044" <br />4--8 2'-4211 <br />4 -J. <br />12' -6" M2 <br />VERTICALS wl in <br />FOR A/C <br />9 <br />C� <br />FILLED CELL <br />3-1/2" MIN 3000 PSI CONC. SLAB FCR <br />41 11 <br />LL <br />zo <br />S3 <br />� �m HERNANDO COUNTY ONLY <br />LU <br />1/8"- 1 '-0" <br />3-1/2" MIN 25GO PSI CONC SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />7-6" x 2'-6" x 1 --0" <br />SL6PE <br />W/ (3) #5's E.W. <br />o <br />A. <br />20'4� <br />RANG <br />21'-6" <br />4'-0" <br />-17 <br />126'-6" 1 /1 -L(11 <br />-A <br />.......... 16,71 ........ <br />L;;; <br />9. <br />=96.38 <br />Eli- <br />96.21 <br />SLOPE <br />9 <br />�0 <br />C14 <br />V <br />7 <br />Ci <br />L3 <br />C14 <br />N <br />TYP @ 2 STORY <br />P IVIBI�� - <br />PLUMBING <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) <br />0 <br />9 <br />4 1 AG <br />STACK <br />STAC K <br />[0 <br />/GG <br />\ . <br />CC W/o <br />CC <br />(k <br />kS3 <br />2'-521' <br />kL3,,/ U P L I IF T <br />(2) #5 REBAR <br />VERTICALS w/ in <br />-jp 00 <br />FILLED CELL <br />10 <br />VERIF` <br />---EbECT-Ri0AE <br />LOC ATION <br />PANEL- <br />64" <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR <br />STEM OPT.) (4) <br />T- 10" T-1038" L 2'-8" <br />ml= <br />VERIFY METER <br />LOCATION WITH <br />BUILDER L <br />1. n. n., <br />15' <br />'H.B. <br />4- <br />2'-0" <br />- x - x - <br />W/ (3) #5's E.W. <br />V <br />FOUNDATION PLAN - <br />ELEV-Al. <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 FIBERIVIESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />Uj <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />',"--#5 <br />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 />J, <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 />C=b <br />Cl-.@ <br />co <br />ra, <br />LU <br />0— <br />CL <br />C, r— C= <br />CO <br />.cc C14 -3 <br />Qs <br />E <br />C= <br />3: <br />W J2 <br />E <br />0 <br />U <br />C14 <br />%%0% <br />L L <br />A\ <br />IN S- <br />N 0 -7, <br />-11 Z- <br />ST <br />0 % <br />C. R <br />4, <br />e I <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specificallons contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />W <br />E <br />8 <br />0 <br />05 r- w <br />N 0 a. w <br />a. <br />w <br />LL. o- R (� <br />cc LL z <br />0 <br />z <br />0 <br />Co C. 0 <br />Co LLJ <br />W <br />I <br />Z <br />LL <br />co <br />or) <br />CO . z <br />M, '� Z' !E <br />U) <br />a <br />N L) co <br />z <br />W <br />4-j <br />'a- <br />L.0 C <br />rVAU <br />WO <br />LU <br />V) <br />Of C11 <br />V) <br />W <br />U <br />L=,j <br />us, <br />E <br />8 <br />U 0 <br />< <br />CID <br />C13 <br />C11 <br />z <br />z <br />z <br />E <br />0 <br />L? <br />E:31 E <br />M0 <br />Q0 <br />0 <br />0< <br />zC'. <br />CID (13 <br />t <br />�z <br />< <br />�O <br />z <br />�w <br />.0 <br />ZO <br />z <br />M <br />0 <br />z <br />w <br />1z <br />;O� <br />0 <br />Z2 0 <br />0 <br />W <br />z <br />CE <br />S2 <br />C�3 <br />0 <br />N <br />0� <br />'Ot <br />0 <br />(0 <br />—j <br />L0 <br />L0 <br />M <br />0 <br />04 <br />co Ce) <br />04 <br />:3 C:) <br />CY) <br />0" <br />C:) <br />M <br />M <br />*-# <br />4-d <br />0 <br />U) <br />0 c) <br />4- <br />0) <br />ca 04 <br />C:) <br />00 <br />04 <br />LO <br />(=) <br />00 <br />00 <br />< <br />Iq <br />(0 <br />E <br />CY) <br />0 <br />W <br />z <br />E 04 <br />u) <br />M <br />E <br />0 0 <br />'0 M <br />< 0 1 <br />0) <br />-j <br />JOB <br />NO: <br />23-00516 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6 <br />