Laserfiche WebLink
e Y1 s • e � <br />°e 0 ° <br />e a <br />e 7 <br />° <br />s <br />`d ae� <br />°- <br />e <br />a ° <br />V°V V°. n \ V°. a V•V V < Vv q <br />45 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 />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/81 SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />Uj zQ <br />w J <br />co � <br />CONTROL JOINT DETAIL <br />OZ <br />U 0 <br />wo <br />J z <br />o =) <br />Z <br />�O <br />C <br />C� <br />1 9,-n„ <br />T-5" <br />5-2" 3'-5" <br />1 V-8" <br />2'-6" x 2'-6" x <br />AC PAD <br />V-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />H <br />PORCH <br />y <br />■ <br />II■ ■ <br />■ <br />�-- <br />------ <br />INDICATES FILLED CELL <br />I <br />o <br />w b <br />I <br />w/3000 PISI CONC. GROUT <br />I <br />0, <br />CO <br />o <br />FROM R. TO BEAM w/ (1) #5 <br />I <br />U j <br />REBAR ERT. ABOVE SLAB. <br />■ <br />OI <br />I <br />o <br />4" <br />TYPICAL @ ALL PLACES I <br />6' 10" <br />5'-10" <br />oo <br />O0 <br />I II <br />SHOWN. HOOKED FTG <br />I <br />co <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. <br />o <br />GRADE 40 STEEL <br />I <br />I <br />I C.J. <br />50 <br />HVAC CHASE <br />- <br />v <br />I <br />BASED ON----- <br />3 <br />— — — <br />1 <br />------ <br />■ <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD I <br />_ <br />1 <br />S3 <br />REFER TO MASONSI <br />0 <br />■ <br />o? <br />SCOPE FOR WIDTH.I <br />r, <br />� <br />I I <br />III <br />■ <br />o <br />LLEJI <br />• <br />_ f �I <br />C.J. - <br />- <br />- l� <br />S6 <br />TYP. @ <br />r <br />oo <br />TWO <br />I <br />10 <br />STORY <br />4'-1" <br />13'-8Y" <br />3%2' MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />Lj <br />COUNTY ONLY. 3Y2" MIN. <br />I I <br />2500psi CONC. SLAB <br />■ <br />■ <br />OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER <br />rGG <br />TYP <br />U C5 <br />S3 <br />■ <br />I I <br />— <br />C.J. — — <br />— <br />I <br />I <br />I00 <br />I <br />I I F_ <br />I <br />I <br />I <br />N <br />Ili I <br />■ <br />III <br />I <br />I o <br />I L_ J - <br />I <br />I <br />■ <br />I 73 <br />V-0" <br />I <br />■ <br />I10 <br />PLUMBING <br />I I— <br />—J <br />STACK <br />I <br />GG <br />S3 o <br />C.J. <br />;n <br />— _ <br />13'-1" — CO — 3'-0"' <br />STUB UP <br />TO 2ND <br />FLOOR <br />I <br />I <br />2'-6" x 2'-6" x <br />V-0" w/ (3) <br />FOR A/C <br />— — <br />— — _ — _ — <br />— 1 1 1 1 <br />#5's E.W. <br />I I 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 <br />I <br />_ <br />O <br />w <br />J <br />C <br />-31 /2" K <br />� <br />I <br />—N — — — <br />o <br />� <br />S3 <br />S3 <br />w <br />Q <br />I <br />I <br />17 9" <br />1" <br />I <br />■ <br />■w <br />■ <br />LL~ <br />x <br />23„ o <br />[V-J" <br />_j <br />>m <br />O Q <br />PROVIDE 1/2" X 9 I <br />3-11" <br />■� <br />I Q a <br />1/2" RECESS FOR <br />■11 <br />r O a FRONT DOOR - -4"� I <br />0� <br />LL V <br />I <br />aC? <br />Oj <br />i7 <br />I IY w <br />I <br />TOP OF CONC./ <br />- 00 <br />`r ` <br />PAVER TO BE 4" <br />I > w I <br />■ <br />BELOW FIN. FLR. <br />— <br />■ <br />I <br />I <br />i <br />C.J. 0 <br />4'-4" <br />V-4" <br />2'-6" x 2'-6" <br />x <br />o0 <br />TYP. @ <br />t L <br />#5's E.W. <br />o <br />SINGLE <br />I <br />( <br />S3 <br />STORY <br />I <br />■ <br />I <br />I <br />■ TYP. @ <br />0- I <br />ENTRY <br />A <br />I <br />S3 <br />I <br />U) <br />g <br />(2) #5 VERTS w/in <br />S3 (2) #5 VERTS w/in <br />o <br />v <br />FILLED CELL <br />FILLED CELL <br />J <br />V-8" <br />16'-0" <br />V-8" <br />10 <br />19'4" <br />5'-8" <br />Z <br />0 O <br />fn z <br />1 <br />O <br />LL <br />O_p <br />Lu p <br />J Z <br />q Z) <br />Z <br />U)O LL <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 />MONOLITHIC FOUNDATION - ELEV-A <br />SCALE: Y4"=1'-0" <br />C" <br />N <br />cz <br />co <br />R N t <br />OCc <br />N <br />dam <br />'3 cc <br />e+z as ao d <br />v <br />Q <br />Y d <br />Ra <br />w <br />®t6�`9�99fi�iifl6lllp��� <br />0 ",VN <br />K - c�� <br />z <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />O E <br />O M <br />O N <br />U r <br />{o+3 s C-,N <br />V N O C <br />N v <br /># <br />0 3 O <br />(rUj ui Cn��� <br />o <br />fq <br />w w <br />a wa <br />cN� v <br />m � <br />a c L <br />m <br />w <br />a Y <br />,L <br />Z <br />Y O <br />v Z N <br />L y O <br />0 <br />Lu <br />w <br />i; W 3 @NCO <br />M O <br />J M <br />¢ <br />VJ <br />nIL O <br />J LLu <br />O <br />coQ <br />U U~ <br />r W <br />CD <br />O 00 <br />N <br />z o � <br />� <br />Q <br />—! <br />Z_ <br />E3 <br />N <br />M <br />U) <br />to z <br />AQ)0o <br />C <br />Q) <br />OWN <br />Ul) <br />�.. <br />t'a <br />CJ <br />H J <br />_ <br />rZ <br />z <br />M <br />M <br />O <br />Q <br />__ <br />LL <br />C E <br />zo <br />yry <br />ca- O <br />E U <br />wz <br />z o <br />oa <br />o <br /><� <br />0° <br />o� <br />E <br />0a <br />0 <br />N t <br />�a C <br />C:7 <br />oa <br />U <br />m0 <br />O LL <br />m J <br />m <br />a W <br />� <br />3 <br />Sp <br />z <br />go <br />cn <br />3 <br />wLL <br />Z <br />�z <br />W <br />m <br />o <br />M <br />O� <br />aF <br />v <br />oIQ <br />o 3 <br />> CY) <br />O <br />°' <br />rn <br />m <br />m <br />cD <br />r <br />T <br />Q <br />CT <br />U <br />(n 0 3 <br />N <br />m <br />4 <br />co <br />C <br />O 04 <br />LO <br />N <br />Q NT <br />T <br />co r <br />' cM eM <br />o <br />E <br />C4 <br />7 N <br />Z <br />Z <br />E T w <br />`w <br />C:@ <br />E o :> <br />c <br />a <br />U Q C) <br />JOB <br />NO: 23-06116 <br />SCALE : AS <br />NOTED <br />SHEET NO. <br />5 <br />