Laserfiche WebLink
s <br />V' <br />'° '° <br />r v <br />r <br />r <br />V• V • V V � V • t <br />V �. �. V V <br />V' <br />e <br />r <br />V Qr °r V V �. pv V V Vr °v V ®r °• V V Vr °• V V V` <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 113 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />e <br />1/8tt SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />C"a <br />4 w <br />U3 0- <br />CONTROL JOINT DETAIL <br />00 <br />Wp <br />J z <br />Z <br />FnO <br />C <br />a <br />C\ <br />d <br />1 9,_n,, <br />3'-5" 5-2" <br />1 3'_5" <br />2'-6" x 2'-6" x <br />V_O" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH Sg <br />�y <br />— ■ <br />■ <br />■ I I <br />■ <br />W 9 <br />I INDICATES FILLED C LL <br />I <br />p T <br />I w/3000 PSI CONC. GOUT <br />1 1 <br />j CO <br />T <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOV SLAB. <br />I I I <br />r, <br />o0 <br />5'-10" <br />6'-10" 4" <br />I TYPICAL @ ALL PLA ES <br />ifl <br />SHOWN. HOOKED F1 G <br />I <br />_ <br />DOWELS w/ 17" EMBI --DMENT <br />i <br />I I <br />9 <br />w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />— C.J. — <br />00 <br />HVAC CHA E <br />■ <br />(PROVIDE <br />J <br />T-1" BASED ON <br />1 1/2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />IREFER TO MASONS <br />S3 - <br />00 I <br />- <br />I <br />I I I <br />■ <br />cn <br />SCOPE FOR WIDTH. <br />i <br />I I <br />� <br />III <br />■ <br />o <br />D <br />I <br />aI <br />I <br />I <br />_ I <br />_ C.J. <br />► I _ <br />I <br />II <br />J <br />TYP. @ <br />I <br />TWO <br />, <br />3%z" MIN. 3000psi CONC. <br />3-8Y$ I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3%2' MIN <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />� <br />I0 <br />d <br />TYP GG <br />( <br />S3 <br />— <br />— _ C.J. <br />— <br />■ <br />III <br />9 <br />(V <br />� <br />to <br />I <br />o <br />I I <br />I <br />III <br />I III <br />■ <br />■ <br />I <br />I <br />9 <br />L_ J <br />_ <br />I <br />o <br />IT-3" <br />v <br />� <br />910 <br />I I <br />■ <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2-6" x <br />3'-0" <br />_ <br />C0 <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />-- <br />—^_— --- <br />FOR A/C <br />O <br />I I I I I I 1 1 1 1 1 1 1 1 1 1 1 <br />— — -�' — <br />K 3 1 /2" <br />S3 <br />I <br />I <br />WZ <br />■ <br />■ ■■9" <br />17 9" <br />I <br />O <br />i;o <br />W <br />o <br />"I <br />J I <br />"¢o <br />W <br />4-6" <br />3'-11r, <br />N <br />PROVIDE 112" X 9 <br />0 Z I <br />¢ <br />OO � <br />> J m <br />■ <br />1/2" RECESS FOR <br />FRONT DOOR <br />¢ I �■ <br />0 ¢ `j <br />oo <br />d <br />d CDTOP <br />OF CONC./ PAVER TO <br />} <br />- <br />O I <br />BE 4" BELOW FIN. FLR. <br />W U I <br />M <br />fn r M <br />> W <br />Fb <br />I <br />2'-6" <br />x 2'-6" x <br />1'-4" <br />4'-4" <br />C.J. <br />o, <br />#5's <br />E.W. <br />L <br />S3 <br />( <br />q <br />I <br />I <br />in <br />TYP. @ 1■ I <br />I <br />■ <br />r <br />ENTRY <br />W <br />o <br />I <br />A <br />co I <br />s3 <br />TYP. @ <br />SINGLE <br />o i <br />J <br />j <br />i <br />STORY <br />n <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in I <br />vHB <br />FILLED CELL <br />FILLED CELL <br />— — — — — — — <br />— — — — <br />— — <br />o <br />M <br />16--0" <br />V-8" <br />19'-4" <br />lo <br />5'-8" <br />Z <br />0 <br />Q <br />0 <br />Z <br />O <br />Op_ <br />!�P <br />W `C8 <br />J z <br />CD n <br />Z <br />�O <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-13 <br />SCALE: 4"=V-0" <br />cv <br />C. > <br />LLJ <br />® <br />c �. <br />- a V_ t_t <br />� <br />X <br />lJ.. <br />VC <br />N t� <br />CU <br />as as <br />d <br />r E .r <br />_2 <br />IS <br />rc E <br />Q V <br />w <br />���oxv1111111 <br />1 'aRO <br />i <br />_a N <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 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 />N <br />W E <br />0 �, � N <br />� <br />0 � N <br />to r M <br />LL <br />Q tU M Nr <br />4 <br />� w w <br />�JLL <br />0 Lt . o- <br />CIL <br />Z ccC °� a <br />s to o z <br />tu o <br />W <br />U) m w W <br />Z N tv z <br />U U O <br />Z <br />W 011 <br />U co <br />Z N (h <br />O <br />Z <br />z a <br />r` <br />M <br />In Z a <br />`o <br />° <br />W(D m <br />U <br />Oq W o <br />U) <br />�N = 1 N <br />A <br />�6 <br />U <br />W <br />J E <br />L <br />U O <br />¢ N <br />s <br />o <br />w <br />Cl)M <br />zZ <br />s <br />z <br />a <br />, j <br />z o <br />> <br />¢N <br />o <br />E <br />E <br />Wo <br />Z® <br />tCa <br />- <br />x <br />C)o <br />O <br />O <br />Z <br />o <br />CV ITWO <br />z <br />azz <br />¢o <br />� <br />0,Q <br />m� <br />0 <br />zZ <br />Q) <br />F <br />W <br />N <br />Cl)N <br />Q 3 <br />Oo� <br />g� <br />",w <br />W <br />w� <br />�-Z <br />3 <br />Jz <br />_� <br />o <br />co <br />ar <br />�r <br />zz <br />0 <br />`Orr <br />= <br />M <br />0 <br />rn <br />to <br />Q� <br />N <br />CO <br />Q <br />C7 Y <br />r <br />n <br />U <br />N/� <br />N <br />C:) <br />O <br />N <br />LO <br />N <br />Q <br />r <br />ai <br />C`N <br />E <br />o <br />z <br />OID <br />a <br />0 _j ¢ o <br />JOB <br />NO: 22-08301 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />