Laserfiche WebLink
-#5 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 />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />C <br />a <br />ikMIN <br />1 9-_n-, <br />3'-5" 5'-2" <br />T-5" <br />2'-6" x 2'-6" x <br />V-0" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />PORCH 33 <br />AC PAD <br />W <br />---------- <br />I INDICATES FILLED C LL <br />F] <br />0 T <br />50 <br />I w/3000 PSI CONC. GROUT <br />I <br />1 <br />r- <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOV SLAB. <br />ao <br />o? <br />5'-10" <br />6'-10" 4 <br />I TYPICAL @ ALL PLA ES <br />I SHOWN. HOOKED F1 G <br />i <br />DOWELS w/ 17" EMBEDMENT <br />I <br />I I <br />q <br />w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />I I <br />— C.J. <br />OP <br />HVAC CHA E <br />■ <br />— — <br />(PROVIDE <br />— — — — — 3' 1" BASED ON <br />1 1/2" <br />(RECESS FOR SGID <br />M <br />LOCATION <br />IREFER TOMASONS <br />S3 <br />I <br />I <br />I I <br />■ <br />X. <br />r� <br />SCOPE FOR WIDTH. <br />F- <br />I 1 <br />CD <br />III <br />■ <br />F 0 <br />co <br />I <br />I <br />aI <br />I <br />I <br />C.J. <br />F <br />I <br />II <br />S6 <br />TYP. @ <br />_ <br />I <br />I <br />TWO <br />V2' MIN. 3000psi CONC. <br />3'-M8" I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY. 3Y2" MIN <br />d <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />I <br />F <br />17 <br />- <br />TYP GG <br />S3 <br />C.J. <br />— <br />■ <br />(V <br />� <br />■ <br />co <br />■ <br />I <br />I III <br />L— J <br />10 I <br />73 <br />od <br />O <br />L <br />■ <br />— — — — <br />— —I <br />PLUMBING <br />GG <br />I I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2'-6" x <br />3'-O" <br />_ <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 />F- <br />I rn <br />-' <br />w <br />N <br />S3 <br />S3 <br />I <br />I <br />I <br />WZ <br />o <br />■ <br />■ ■■ 9 <br />17'9" <br />I <br />20w <br />ifl <br />o <br />I <br />� I <br />Z <br />WQA <br />W =_ <br />3'-11" N <br />I PROVIDE 1/2' X 9 <br />O Z <br />Q I <br />O <br />> m <br />■ <br />1/2" RECESS FOR <br />FRONT DOOR <br />¢ °j I <br />VO Q <br />■ <br />[0 <br />I <br />Uj <br />a q <br />TOP OF CONC./ PAVER TO <br />-.1O <br />_ <br />I <br />BE 4" BELOW FIN. FUR. <br />u- U <br />U)� "' <br />I <br />W J <br />_ _ I <br />>W <br />■ I <br />� <br />d <br />I <br />■ <br />2'-6" <br />x 2-6" x <br />1'-4" <br />4'-4" <br />C.J. <br />1'-0" <br />w/ (3) <br />I <br />— — <br />— <br />— I <br />v <br />#5's <br />E.W. <br />L 'v <br />S3 <br />I <br />o <br />I <br />I <br />10 <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />o <br />I <br />A <br />s3 <br />TYP. @ <br />SINGLE <br />J <br />I <br />STORY <br />r I <br />I <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/In I <br />HB <br />FILLED CELL <br />FILLED CELL— <br />— — — — <br />O <br />■ <br />1 <br />J, 1 <br />■ <br />■ <br />10, <br />1'-8" <br />16'-0" <br />V-8" <br />19'-4" <br />5'-8" <br />fn <br />V <br />W <br />J <br />Z <br />f) <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: v4"=1'-0" <br />s� <br />C" <br />b <br />> -o <br />� W <br />o <br />.-omx <br />�o <br />N N [B <br />Q <br />m <br />cc <br />tT Cc9 <br />c � <br />Cl) <br />O <br />CV <br />O <br />M <br />•No <br />P_ <br />3741-1 0 <br />m <br />•'per' `.� ' ^ • .... • ' f -1�'' % <br />8��'"+a9B3uk�:41i <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />E c,N <br />U8 <br />OO N N � <br />0 <br />�Lr)0 N L- <br />�04C LL (L a <br />Q <br />JLLLL a <br />0 <br />13 <br />Z <br />z <br />� o <br />z <br />�v o <br />o <br />O <br />(pN0 ro � Q <br />W <br />0j <br />W <br />,,JIM Z <br />Lt <br />Lr) z J � = <br />N M Z U G H <br />Z <br />U ❑❑❑ <br />W <br />M � <br />z N O] <br />O � <br />z <br />Q � a <br />J <br />Q N <br />r� <br />N <br />M <br />z <br />() <br />0- <br />(13 <br />- <br />W <br />U <br />O <br />Q <br />W o)- R <br />U <br />W J <br />`- - E <br />t � <br />f <br />z <br />_ m <br />U o 0 <br />N - <br />o <br />w <br />M <br />J <br />o <br />z <br />Z <br />a <br />LL <br />.v <br />wa <br />o <br />}N <br />z <br />a , <br />Eco <br />wz <br />oa <br />F— :O <br />— <br />X0 <br />00 <br />U <br />oE <br />cora <br />�a <br />a0 <br />S1 <br />�z <br />Q� <br />wZ <br />L <br />Q <br />ox <br />m g <br />0� <br />z <br />may <br />J <br />m¢w <br />2. <br />2 <br />F <br />O g <br />z z <br />QO <br />MENa <br />N <br />a <br />oLL <br />mF <br />O <br />�o <br />�- <br />�3 <br />�z <br />=H <br />o <br />M <br />v <br />wF <br />�o <br />d H <br />ola <br />o 3 <br />0 <br />M <br />V <br />m <br />c9 <br />L <br />00 <br />co L0 <br />Q <br />:3 N <br />CL <br />Q <br />Cr <br />0 <br />N <br />(n m <br />>, <br />N <br />4 <br />O <br />LID <br />_4-1 <br />LL <br />L) cY) <br />0 <br />m <br />0 <br />c <br />N <br />Q <br />(.0 �_ <br />r <br />E <br />.R M <br />(0 coZ <br />m <br />Z <br />:3W <br />E O <br />N <br />N <br />E <br />0 <br />0) <br />� <br />U <br />Q p <br />JOB <br />NO : <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />