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's <br />s <br />♦ <br />' <br />•° ♦ <br />•,= <br />#5 CONTINUOUS <br />° \ <br />, ♦ . • <br />"\, <br />REINF. SEE FND. FOR <br />_ • °" <br />° <br />e. <br />♦ \: ,.. <br />'' <br />," <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' °� b,- <br />° <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />- ° - • •- ° <br />' ° <br />"Alternate: <br />' <br />The reinf. bars shall be <br />- ° - ° • s • •- <br />- <br />- • <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 />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />r P\1 ILer1n-rIe%LI P1I ALI <br />CONTROL JOINT DETAIL <br />0 <br />to <br />w <br />J <br />U <br />Z_ <br />fn <br />" I <br />?'-6" 3'-11" N PROVIDE 1/2" X 9 <br />■ ( 1/2" RECESS FOR <br />00 `7 I -4" FRONT DOOR <br />to `t I w q TOP OF CONC./ PAVER TO <br />�O 90 <br />�r I BE 4" BELOW FIN. FLR. <br />V/ r cn <br />■ <br />2'-6":x Z-6" x 1'4" 4'4" <br />1'-0" w/ (3) <br />#5's E.W. L <br />S3 <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />r <br />to <br />c0 <br />CN <br />CV <br />to <br />13'-0" 12'-0" <br />1 V-8" 3'-5" 5'-2" T-5" <br />TYP. Of L <br />PORCH S3 �PA <br />------ ■ ■ ■I l IN <br />W I INDICATES FILLED C LL I l <br />0 I w/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM w/ (1) #5 <br />I IU ■ I REBAR VERT. ABOVE SLAB. <br />6'-10" 4" I TYPICAL @ ALL PLA ES I I I <br />SHOWN. HOOKED F1 G l I <br />DOWELS w/ 17" EMBEDMENT <br />q w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />— C.J. _ <br />HVAC CHA E <br />■ — — — — — —j <br />3:1"BASED ONPROVIDE 1 1/2" LOCATION(RECESS FOR SGDIREFER TO MASONS ;0 <br />S3 <br />(SCOPE FOR WIDTH. I I I ■ <br />■ I I � Ill <br />I ° <br />F-01 <br />l <br />I <br />I I c.J. F Il ■ <br />■ <br />6� <br />3Y2" MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y" MIN <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />I <br />IU d <br />C.J. <br />I <br />2'-6" x 2'-6" x X-O" <br />1 -0 w/ (3) <br />#5's E.W. <br />I <br />J - J <br />T; I ss <br />TYP. @ <br />TWO <br />3'-8ya" I 4'-1" l STORY <br />d <br />l Il ■ <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 />TYP GG <br />S3 <br />I <br />I Il I <br />o <br />I I <br />I <br />� <br />I <br />I Il ■ <br />' <br />I Ill <br />L.. J <br />PLUMBING <br />GG <br />I <br />I <br />STACK <br />= <br />13'-1 <br />S3 <br />STUB UP <br />TO 2ND <br />FLOOR <br />FOR A/C <br />F- I Q' <br />I K 31 /2" C <br />--�' — S3 7S3 I w <br />W <br />17 9" I �Uj <br />°z <br />L- ~ Uj <br />zW I �U� <br />OZ I j0 <br />J MINm <br />`i <br />(-j U <br />I �I <br />� W <br />>W <br />■ <br />L <br />. <br />TYP. @ ■ <br />ENTRY I w <br />a <br />o I <br />(2) #5 VERTS w/in S3 (2) #5 VERTS Win <br />FILLED CELL — — — — FILLED CELL — <br />■ <br />1'-8" 16'-0" <br />5'-8" T 19'4" <br />■ <br />4 <br />r <br />HB <br />0 <br />V-8" <br />�� <br />�o <br />v <br />00 <br />O <br />0 <br />v <br />10 <br />0 <br />TYP. @ <br />SINGLE _ <br />STORY <br />MONOLITHIC FOUNDATION — ELEV—B_ <br />1'h <br />N <br />' N <br />CO y 'o <br />_ a u.+ <br />0- <br />Cc A n. <br />a <br />dN ]C <br />a, <br />E = c <br />0 <br />iC q� N A <br />A <br />c <br />o <br />ar <br />����►i��Irrrtr r' <br />pW go w <br />ro <br />O` <br />LU <br />a <br />40 <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 seat. <br />W <br />�E <br />4 O M 8 <br />5 N N CA S <br />�_ <br />N M 0 % r <br />Q C J LL W <br />qLLu- a <br />Lu <br />Z m q °' a <br />trod <br />Oc <br />W 2 O <br />W 0�°'°' <br />m W <br />Z 'n m Z d J <br />0 <br />U0 <br />cv <br />OU y <br />Z <br />Z N <br />Z <br />Z � <br />Q � <br />a <br />In Z v <br />'o <br />ry C9 <br />4 N <br />'1'r <br />U`� <br />g <br />— <br />0 LU <br />to <br />U ar <br />' I.Lr <br />L <br />U � ifS <br />00 <br />Q � <br />_ <br />• <br />N <br />o <br />w <br />M <br />p <br />ZZ <br />Q <br />LL <br />wa <br />�o <br />o� <br /><I; <br />a o <br />E V <br />as <br />Z® <br />°w¢ <br />N <br />~ CI <br />x U <br />U p <br />O U <br />O E <br />O <br />N <br />Wz <br />0 <br />ao <br />wz <br />L <br />_ C <br />xU <br />".m <br />m0 <br />z� <br />z1_o0 <br />N <br />J <br />c <br />� �LL <br />Qw <br />g0 <br />io <br />W <br />d� <br />O 22a <br />U <br />N W <br />U <br />oa <br />~a <br />J <br />03 <br />CIDO <br />z1�4 <br />0 <br />3 <br />La O <br />= <br />Cy <br />Orn <br />m <br />� <br />N <br />ca <br />r <br />� O � <br />^ <br />Co <br />O <br />� <br />(n <br />co <br />LO <br />� <br />O .a <br />2 <br />I� <br />O <br />.� N O <br />LO <br />N <br />Q �_ <br />r <br />E <br />.E Ch N <br />N <br />Z <br />M <br />Z <br />N r- <br />a <br />c42) <br />i Z <br />JOB <br />NO: 22-12361 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />