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WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />— <br />:2i <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />. •''j r "': <br />#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 />�.. <br />.. <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 O <br />SECOND FLOOR <br />I <br />A <br />co <br />0 <br />c� <br />00 <br />60 <br />q <br />M <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />A <br />S3 <br />U) TYP. @ <br />'- SINGLE <br />STORY <br />O <br />M <br />HB <br />1'-8" 10'-011 <br />1'4" 1 T-4" 11'-4" <br />L <br />H <br />I <br />1_4111 <br />4. <br />I <br />I <br />I <br />I <br />r <br />25'-0" <br />13'4' <br />2'-O" x 2'-0" x 1'4' <br />W/ (3) #5's E.W. <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 />T-1Oil 5'-2" 4'-8" q <br />1 <br />AC PAD <br />11I ALT <br />II II <br />------- --------� ------------------- I� II AC PAD II <br />3 II '7II <br />OVID 1-1/2" RECESS S6 TYP @ II �`__ ;r ) I <br />R SG DOOR. REFER 2 STORY HVAC CHASE I' <br />MASON'S SCOPE BASED ON I ■ <br />RWIH <br />LOCATION <br />I - <br />11 I <br />III o <br />o INDICATES FILLED CELL j j Cl) <br />T I W/3000 PSI CONC. GROUT i t <br />r FROM FTR. TO BEAM W/ 1#5 <br />J. _ _ REBAR_VERT. ABOVE SLAB. <br />TYPICAL @ ALL PLACES <br />SHOWN HOOKED FTG. I _ <br />DOWELS 17" EMBEDMENT <br />r— - - fill, <br />W/ 25" EXT. ABOVE SLABGRADE 40 STEEL"I I1 <br />III 1 I I • <br />o aII II � <br />II II I <br />Y II I 11 <br />rn I <br />Z_El <br />I I 11 <br />jlj 3Y2" MIN. 3000 PSI CONC. S4A�B I 00 'T <br />I I FOR HERNANDO COUNTY ONLY <br />M <br />I0 111111 <br />I I 3Y2' MIN. 2500 PSI CONC. g41AB OVER I <br />6 MIL VISQUEEN VAPOR BARRIER � <br />_ C.J. <br />54" 15'-4tt 11 I • <br />11 <br />I '� <br />'�- r 0'-0" ELEV. I I I CD <br />------_� FIN CONC. SLAB( I I ``' <br />• o I 11 I <br />I 113'-0"xT 13i'x1'-0� <br />2'-0"x2'-0"x1'-0 <br />10'-7 1/2" _ " 14'-5" I 1 W/ (4) #5 E.W. <br />/ (3) #5 E.W. o <br />■ L- I------- j CV) <br />r- ---- - - - - - - - - <br />-- ---- - I ■ <br />-3 1/2" 4" STEP I <br />00 I C DOWN ��1 I S6 <br />M <br />� 17'-1 " S3 MIN. 10j' 61_411 � 50 <br />TYP. @ <br />I O K 2 STORY <br />1_PII I I S3 I I <br />1 ■ <br />(BUILDER TO PROVIDE Uj <br />(APPLIANCE PROTECTION a I <br />WHEN REQUIRED PER FBC 1� OJ <br />1 9'-4" 91-4" <br />■ <br />—i— - - C.J. - —a-- -_ - - ■ <br />I o I <br />I N I <br />I 1 <br />jI 2'-6"x2'-6"x1'-0" I <br />W/ (3) #5 E.W. <br />■ <br />(2) #5 VERTI ALS j <br />I W/IN FILLED ELL ---,,,,"A I <br />S3 I S3 <br />L------------- ------ ----- --J <br />• <br />16'-8" <br />18'-8" <br />25'-0" <br />• <br />RECIESS FOR FRT. DOOR j <br />'RO IDE 112" x 91/2" I <br />I <br />I <br />of Ib 2tt� <br />�tt <br />T <br />R�1 t� <br />:1 1 <br />N <br />6 4' <br />0 <br />1 <br />00 <br />It <br />TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L <br />S3 a, <br />TYP. @ <br />} <br />ENTRY <br />0 Z <br />Z <br />- <br />O <br />O <br />O <br />N <br />0 <br />Lo <br />3'-0"x5'-0"x1'-0" <br />W/#5@8"O.0 <br />E.W. . <br />Z <br />0 1.— <br />O <br />,O <br />LL <br />FOUNDATION PLAN — ELEV — A <br />SCALE: Ya"=V-0" <br />e+7 <br />N <br />O <br />CV <br />C c <br />c <br />CP 17 <br />W <br />Q o � s� <br />c w c.a C14 <br />omx <br />aL 0- <br />cc O t <br />Q Y <br />dC =� <br />T" 3 ea <br />cca,d-12 <br />W <br />i y O <br />y d- <br />c � <br />av <br />c'M <br />0 <br />N <br />O <br />CD <br />rs S i o { t_tY F <br />• ` �� <br />Al <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />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 />M 8 <br />Q o E <br />Scj <br />cj <br />N <br />o e,_ <br />F O � In N <br />ak " LL <br />, <br />0 N N O <br />0yMv <br />LL d W <br />a <br />LL LL <br />w <br />a <br />LL <br />z <br />Z <br />Z <br />r <br />OR <br />W U) <br />J r z <br />Co LLll <br />Z 'n M Z <br />� N <br />U Sn F <br />O U <br />Z <br />❑❑❑ <br />W <br />z N <br />z <br />z ti <br />J - <br />d � <br />N <br />ch <br />N z <br />c.9 0 <br />(1) u- <br />4 V] <br />c' <br />V <br />OLL,o <br />tl') C N <br />YZN <br />Enr'Q <br />J <br />— W s <br />aimW <br />L <br />U Q <br />C y d <br />a °° <br />N <br />• <br />Ot <br />o <br />M <br />w <br />E E <br />�o <br />os <br />>� <br /><o <br />n o <br />U <br />w? <br />Z® <br />oa <br />C1 <br />�o <br />o E= <br />d Q <br />O <br />�Z <br />Z <br />a C <br />`z <br />oiy <br />mo <br />�z <br />ZF <br />Za <br />OQOaw <br />0� <br />o <br />ZZ <br />go <br />t7 <br />oLL <br />a <br />mW <br />W <br />T <br />m <br />< p <br />'aLL <br />_ <br />r- <br />r`; <br />j= <br />� 0 <br />J <br />o <br />v <br />LU <br />°zla <br />�o <br />a� <br />° 3 <br />c O <br />Lo <br />c� <br />L- <br />r-- <br />co <br />N o <br />.-. <br />Q <br />a- ° <br />N <br />LO <br />m o <br />O U- <br />r <br />M <br />Y <br />co M <br />O <br />m <br />L0 <br />N <br />T <br />Q 0 <br />T <br />E <br />M <br />Z <br />M <br />z <br />y <br />E O <br />M <br />°� <br />a <br />U ¢ p <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />