Laserfiche WebLink
11,11111 11119i, <br />v <br />•e <br />,• , <br />• k, <br />#5 CONTINUOUS <br />e <br />%, . • <br />r <br />REINF. SEE FND. FOR <br />•,, <br />° <br />,,,,. , <br />�'% <br />," <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />I LBAR <br />L <br />ONE FOR EA. <br />' - <br />HORIZ. REBAR, TYP. <br />. • '° <br />° v <br />; , <br />U.N.O. <br />°, . ° , ° <br />- ° - ° • •- ° <br />' ° - <br />"Alternate: <br />The reinf. bars shall be <br />- - ° - • •- ° - ° - ° <br />cont. around corner by cold <br />ro:s., <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 />WIZ <br />W <br />W M <br />CONTROL JOINT DETAIL <br />13'-0" 12'-0" <br />11'-8" T-5" 5'-2" 3'-5" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) TYP. @ L <br />#5's E.W. PORCH S3 LCPAD <br />— — — — — -- <br />L■ ■ ■II ■ <br />q I INDICATES FILLED C LL I I <br />p I w/3000 PSI CONC. GTOUT <br />50 <br />FROM FTR. TO BEAM w/ (1) #5 <br />C) I 10 T ■ I REBAR VERT. ABOV SLAB. <br />TYPICAL @ ALL PLIES I I <br />SHOWN. HOOKED FIG I I <br />DOWELS w/ 17" EMBEDMENT <br />v w/ 25" EXT. ABOVE S B. <br />I GRADE 40 STEEL <br />C.J. <br />HVAC CHAr E <br />■ I------v <br />BASED ONPROVIDE 1 1/2" RECESS FOR SGDMLOCATION <br />REFER TO MASONSS3 I I I <br />ih (SCOPE FOR WIDTH. I � <br />F I ■ <br />I I to III <br />■ <br />1 E <br />El <br />C.J. FF l _ II <br />— — — LD.W. J <br />�� <br />I TYP. @ <br />TWO <br />10 3Y" MIN. 3000psi CONC. T-8Y8" I 4'-1" STORY <br />SLAB FOR HERNANDO <br />CO NTY ONLY 3Y" MIN <br />0 <br />10 <br />0 <br />I- <br />2'-6" x 2'-6" x <br />I10w/(3) <br />#5's E.W. <br />25 Opsi CONC. SLAB U <br />■ I OUEEN F� I it ■ <br />VAPOR BARRIERE <br />I <br />I� U TYP GG 1 F <br />S3 <br />•—+— — — — C.J. _ 1 • <br />I <br />I I I I II I <br />I <br />I I I ■ <br />■ IZL <br />--j ,I <br />I <br />1'-0' <br />1 <br />CV <br />PLUMBING <br />GG W. I I <br />STACK <br />C.J. _ <br />S3 <br />_ <br />13'-1" <br />2'-6" x 2'-6" x T-O" <br />1'_0" w/ (3) <br />STUB UP <br />1 #5's E.W. <br />D.ITO <br />I <br />2ND <br />FLOOR <br />-- <br />---- _-- <br />FOR A/C <br />— —, <br />I <br />— <br />K 31 /2" <br />C <br />w I- <br />N <br />S3 <br />S3 <br />I <br />I <br />I <br />WZ <br />■ ■ <br />■ ■ 9" <br />17 9" 1 <br />2 O w <br />Uj <br />LLQo <br />1 <br />o <br />I <br />� <br />Z <br />Z <br />w 0 <br />1I'-6" <br />T-11" N <br />PROVIDE 1/2" X 9 <br />O¢ 1 <br />>-j co <br />■ 1/2" RECESS FOR <br />¢ a ■ <br />FRONT DOOR <br />0 Q <br />1 a <br />TOP OF CONC./ PAVER TO <br />O = v <br />°� <br />BE 4" BELOW FIN. FLR. <br />I <br />�- <br />I wJ <br />— <br />r <br />— <br />I <br />>W <br />■ I <br />I ■ <br />,1 -4 <br />4 -4CN <br />C.J. <br />C? <br />L `r <br />s3 <br />I <br />I I <br />TYP. @ <br />■ I <br />I ■ <br />ENTRY <br />I p <br />I U <br />I <br />o <br />J <br />I <br />1 (2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in 1 <br />HB <br />FILLED CELL <br />FILLED CELL <br />— — — — — — — — <br />— — — — — — — — — — <br />ih <br />■ <br />IN ■ <br />5'-8" <br />V-8" <br />16'-0" <br />19'-4" <br />V-8" <br />q <br />r <br />0 <br />v <br />0 <br />E0 <br />00 <br />(: <br />O <br />io <br />v <br />TYP. @ <br />SINGLE _ <br />STORY r <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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />z <br />0 <br />Q <br />0 <br />z <br />Z) <br />O <br />LL` <br />7 <br />z <br />0 <br />Q <br />z <br />Z) <br />0 <br />MONOLITHIC FOUNDATION <br />SCALE: Y4"=1'-O" <br />N <br />,o <br />aD <br />c <br />� <br />!V <br />> W <br />O <br />y N O ►. <br />N O f0 <br />« <br />Q N Y <br />�d <br />> C2 <br />O U = Q <br /><O y 67 i7 <br />y E� <br />c <br />� o <br />a. w <br />0 <br />.y%Jftl iilll!0/1�,r/ <br />—j • " '� <br />4 <br />\o <br />FES <br />lttti1l11 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />g <br />$ <br />ci <br />(0 <br />o <br />_ m <br />c- � c N n <br />rP r.� <br />m <br />a <br />M v V <br />LL I LL <br />111 <br />�Z <br />@ LL I d <br />J _Lu <br />CL <br />t mo <br />a' <br />o <br />> (emy O <br />W <br />05 m <br />ILZ <br />� Z0 ap <br />Z <br />N C' <br />W <br />ti <br />(D <br />Z N io <br />O <br />Z <br />Z <br />O dd <br />a v <br />— <br />aLO <br />U) <br />z v <br />�+-j <br />� <br />U <br />O <br />U1Ln <br />wD' o <br />c <br />U <br />r— E <br />5 <br />• <br />C y N <br />0 <br />�� <br />see <br />o <br />�z <br />Cl) <br />M <br />z <br />o <br />z <br />< <br />LL <br />E <br />w� <br />� <br />zo <br />a� <br />a O <br />s' <br />w <br />z® <br />oa <br />W <br />pQ <br />00 <br />OI <br />N <br />a0 <br /><o <br />Ww <br />�� <br />W� <br />d <br />rQ <br />_ C <br />z <br />'0 <br />zO <br />� <br />''< <br />Z <br />a) <br />a� <br />C!� J <br />g <br />F m <br />w <br />z z <br />N 3 <br />a <br />02 <br />z <br />5'zw <br />a <br />W <br />�LL <br />= <br />w¢ <br />=3 <br />�� <br />J <br />o <br />CO <br />�0 <br />a <br />is <br />3 <br />c O <br />0 <br />> (y <br />O <br />ai <br />rn <br />A <br />m <br />N <br />00 <br />oc <br />< <br />Cr Y <br />O <br />U) m <br />N <br />C <br />LO <br />O <br />M N <br />2 <br />O <br />O <br />0000 N <br />N <br />Q <br />0 <br />0 <br />T <br />M ` <br />00 <br />o <br />z <br />M <br />z <br />E r— <br />E <br />tll <br />y <br />ca <br />d <br />U J <br />JOB <br />NO: <br />22-09406 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />4 <br />A�:.,Fr� <br />