Laserfiche WebLink
- <br />- ° <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' - ' <br />° <br />'° ' ° ' ° ' v <br />- <br />BAR ONE FOR EA. <br />v- ew � <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />v- v <br />"Alternate: <br />• o•v v'v �v • � v� ° v' <br />v- <br />% <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 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />LU <br />LJ <br />Z <br />W J <br />CONTROL JOINT DETAIL <br />13'-0" 12'-0" <br />Id 11'4' _ 11'-8" T-5" 5'-2" S-5" <br />2'-6" x 2'-6" x <br />V-0" w/(3) <br />#5's E.W. TYP. @ L LCPAD <br />PORCH S3 <br />INDICATES FILLED C LL I I <br />I W i � <br />0, I w/3000 PSI CONC. GROUT <br />t j °r° FROM FTR. TO BEAM w/ (1) #5 0 <br />o I IU ■ I REBAR VERT. ABOVE: SLAB. <br />00 80 5'-10" 6-10" 4" I TYPICAL @ ALL PLA ES I <br />SHOWN. HOOKED G I I <br />DOWELS w/ 17" EMBEDMENT <br />q w/ 25" EXT. ABOVE SLAB. <br />I GRADE 40 STEEL <br />I <br />C.J. l <br />■ ■ L INN <br />HVAC CHAIE E <br />■ I------ — — --- � II � <br />PROVIDE 1 1/2" —M 3 1 BASED ON <br />IRECESS FOR SGD LOCATION <br />o IREFER TO MASONS S3 I I I I ■ <br />F> ISCOPE FOR WIDTH. I 0 I <br />I I � III <br />■ <br />o <br />I I aI I <br />I <br />I C.J. F II <br />L _j I ss <br />T I TYP. @ <br />TWO 0? <br />"' I I T-M8" I 4'-1" I STORY 10 <br />I 3Yi' MIN. 3000psi CONC. <br />I SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2" MIN d <br />I 2500psi CONC. SLAB <br />■ I OVER 6 MIL VISQUEEN III ■ <br />VAPOR BARRIER — <br />Id V TYP rGG <br />S3 <br />_ C.J. — ■ <br />0? I o <br />I I I I I III o <br />(V � <br />I I I III 9 <br />I I III ■ <br />I <br />I d. <br />9 I I ■ <br />L PLUMBING <br />GG I STACK <br />C.J. _ _ S3 <br />LO <br />2'-6" x 2'-6" x43" <br />-O" io 13'-1" <br />V-0" w/ (3) STUB UP <br />#5's E.W. I TO 2ND <br />FLOOR <br />-- ---- --- FOR A/C <br />O 1 1 1 1 1 1 1 1 1 1 <br />I— I K 31/2" C I = <br />— I- <br />} z N S3 w z <br />S3 > <br />00 I I W Z o 00 <br />0¢o ■ ■ ■■ 9- 17 9" I �0w �p <br />Oz J I "¢0 Oz <br />O <br />�'-6" 3'-11 I Z z w UO O <br />N PROVIDE 1/2" X 9 0¢ I > m LL <br />■ 1/2" RECESS FOR Q I ■ <br />> b0 _ FRONT DOOR 0 ¢ ` <br />00 `O I 0- TOP OF CONC./ PAVER TO } I - 0 0 <br />Q O co <br />y BE 4" BELOW FIN. FLR. U c~n Q <br />LU r <br />� <br />0=) — — I I >W I �D <br />zo ■ I I ■ z0 <br />I <br />2'-6" x 2'-6" x 4'-4" C.J. _ <br />V-0" w/(3) I — — <br />#5's E.W. L v <br />S3 I I i o <br />TYP. @ ■ I I ■ <br />ENTRY W <br />I 0 I A <br />TYP. @ <br />SINGLE <br />9 ; J I ; STORY o <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB <br />FILLED CELL FILLED CELL <br />— — — — — — — — — — — — — — — — — — q <br />r� <br />S-8" <br />V-8" <br />16'-0" <br />19'-4" <br />V-8" <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 — <br />SCALE: Y4"=1'-0" <br />on <br />C�j u <br />N <br />r <br />N4,, <br />a> W <br />a � <br />C <br />T fn J <br />rD. <br />(a C <br />`' <br />- <br />a <br />fa J Jam: <br />rz <br />c <br />M <br />N <br />O <br />N <br />.i <br />0 <br />Dj <br />F. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />O <br />v E S N <br />N 8 N <br />0 <br />�—M *" <br />CN CD <br />z <br />z <br />Z <br />m �rn C <br />.c m o � c <br />�i <br />—N CO M Q <br />7cc <br />r` coW U) Oj O' I= <br />Z <br />ILz <br />N <br />d o w <br />M Z N~ <br />00 ❑00 <br />Z <br />_ W <br />ME3 <br />z <br />z <br />N <br />� <br />z <br />� <br />a <br />Q <br />r <br />l/1 <br />z <br />M <br />g <br />f>3 <br />.2 <br />O <br />w <br />Of <br />8 <br />N <br />-01111111111. <br />f� <br />w <br />g <br />Q <br />d <br />N W <br />o <br />w <br />M <br />� <br />LL <br />EO <br />wo <br />�z <br />>ry <br />Qo <br />a <br />Co <br />J <br />o° <br />z <br />z® <br />O a <br />F— <br />0 <br />Eo <br />�o <br />a� <br />° <br />°< <br />p z <br />Z00 <br />wg <br />�z <br />ci <br />`z <br />mo <br />a� <br />N <br />ZF <br />Za <br />m <br />J <br />m <br />a <br />Q W <br />z z <br />0 <br />o <br />z 0 <br />g <br />C5 <br />T <br />> <br />w LL <br />a W <br />N <br />W <br />O <br />m <br />¢ <br />¢ <br />� <br />oLL <br />z <br />3 <br />U� <br />�O <br />v <br />zla <br />� 3 <br />0 <br />c 0 <br />M <br />m <br />c7 <br />L <br />O <br />co Lo <br />N <br />0 <br />LO <br />�-. <br />Q <br />Cr <br />0 <br />N <br />L.L <br />m <br />N <br />O <br />ILL <br />r-- <br />m <br />� <br />Lo <br />N <br />Ln <br />N <br />Q <br />L0 <br />Lfi <br />T <br />m <br />E <br />w <br />c <br />CD <br />10, <br />o <br />z <br />m <br />z <br />E T" <br />N <br />y <br />c <br />@ <br />U <br />a <br />-1 <br />Q <br />p <br />JOB <br />NO: <br />23-03652 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />