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WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN.- FOUNDATION PLAN <br />LU <br />cwn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'a- <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />.:: ,'.°. :: a : • ; '.- <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 />SCALE: 3/4" = 1'-0" <br />O <br />PLUMBING LINE TO <br />SECOND FLOOR <br />O <br />F- <br />A <br />v <br />ch <br />29 <br />O �? I zo <br />M z <br />0 <br />0 <br />r © O <br />to <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />(:]A <br />S3 <br />TYP. @ <br />SINGLE <br />STORY <br />d <br />M <br />HB <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 W 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 />25-0" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />10'-0" 13'-4" <br />L 2'-0" x 2'-0" X 1'-0" <br />S3 W/ (3) #5's E.W. <br />P. <br />T <br />i C, I <br />2,,0„ h,_4), 6,_8„ � r ,�,)I T-10" 5,_2„ 4,_8„ <br />14I I M j AC PAD <br />1 f <br />r - - fF <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- _Ir <br />I I J YI <br />I PROVIDE: 1-1/2" RECESS TYP. @ 1t <br />R SG DOOR. REFER S6 2 STORY HVAC CHASE MAS N'S SCOPE LLOCATTION DRW1 H <br />I If I <br />r o INDICATES FILLED CELL I ff I <br />W/3000 PSI CONC. GROUT I I I <br />r r FROM FTR. TO BEAM W/ 1#5 Irr <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. sLL <br />TYPICAL @ ALL PLACES I r <br />I SHOWN HOOKED FTG. <br />I DOWELS 17" EMBEDMENT r i <br />W/ 25" EXT. ABOVE SLAB I If f <br />"GRADE 40 STEEL" I I 1 <br />1 j II i I 1 1 <br />("� �' <br />�� II W I I I I I <br />� `1 Q x El I I I�t JJ coI I 1 I I <br />11- <br />III 3/2" MIN. 3000 PSI CONC. S4r�13 1 <br />FOR HERNANDO COUNTY ONLY I <br />I 10 I I I 3Y2" MIN. 2500 PSI CONC. §VAB OVER j <br />I C J 6 MIL VISQUEEN VAPOR BARRIER <br />2' 0" 2'- " 5'-3" 15'-4" <br />fIf <br />I rr r 1 1 I <br />0'-0" ELEV. I I <br />-"°-T--- --' FIN CONC. SLABI 1 t <br />t r 3'-0"x3'-0"x1'-01' <br />10'-71/2" 2'-0"x2'-0"x1'-0" 14'-5" l Ir W/ (4) #5 E.W.i <br />W/ (3) #5 E.W. <br />L-------------- - ------__ <br />I <br />I -31/2" 4 STEP <br />I oo C DOWN <br />I � 1 <br />S3 MIN. <br />I <br />o K <br />I I S3 <br />BUILDER TO PROVIDE <br />IAPPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC 1� 0 <br />U � <br />• I 9'-4 " 91.4 <br />C.J. <br />I b <br />I N <br />_r <br />I I <br />I 2'-6"x2'-6"x1'-0" <br />I W/ (3) #5 E.W.- <br />I <br />•_ I <br />• 'J I <br />I (2) #5 VERTI AILS <br />I W/IN FILLED ELL <br />J <br />I S3 I S3 <br />I <br />L---'- - ..-_-___--T----- - -_ _- <br />• i <br />Im <br />25',0" <br />0 <br />00 <br />v <br />1 !� ALT ^� 1 <br />I I AC PAD 11 <br />11 <br />CV <br />10 <br />IM, <br />F I M <br />b <br />� <br />CM <br />0 <br />00 <br />1Tv <br />ca <br />CM <br />43- <br />.c <br />fl- e"+.' o <br />Q <br />cc <br />%r C L7 <br />IV <br />i <br />pp} qq,,pp gggp <br />-10 <br />tea. <br />wVI <br />es�:.0 <br />y <br />F L <br />p <br />kA, <br />yt <br />.�i�tettg���!PIk <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 <br />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 />Engineers signature and seal. <br />U <br />6L 1. <br />8 E <br />8 <br />O <br />W <br />2 f N N <br />00 <br />0) <br />�- 12 <br />0) <br />IQ <br />V <br />Qj M v Z u- <br />N . � ! `j5 u- La <br />—, ` <br />W <br />Z <br />N <br />pjrn m w <br />Z <br />N M or <br />U U) <br />W <br />El ID <br />Z N M <br />C, <br />