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v <br />_ <br />0 <br />n <br />0 <br />CN <br />M <br />N <br />I <br />m <br />rn <br />r- <br />LO <br />CV <br />Uf <br />C <br />CD <br />0 <br />J <br />N <br />M <br />cV <br />0 <br />0 <br />N <br />/ <br />L.L <br />00 <br />6'-4" <br />1 <br />H.B.? <br />H. 1 <br />6'-0" <br />TYP @2 J <br />STORY S6 <br />:iffil <br />2-23 2._18„ <br />�................ ..... ..........S. .......... 0 ........... .. ..... ............................. <br />N <br />Nt 6-4 <br />\ HVAC CHASE -- — ; ; <br />�\ BASED ON 1all 0'-0" I <br />J <br />S6 <br />' LOCATION <br />\ J \ \ \ .CD <br />q; <br />, \ \ \ I INDICATES FILLED CELL w/ 3000 <br />\I` I <br />_ <br />00 <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />ty <br />T <br />ABOVE SLAB TYP @ ALL PLACES I <br />u� <br />SHOWN HOOKED FTG. DOWELS 5' <br />' ( 1 gam" I 5 -416 t I I <br />, EMBED W/ 25" EXT. ABOVE SLAB <br />r 1! t "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />N <br />, <br />CJ r; ,C� �,CJ <br />_ <br />2 -6" x 2'-6" x 1'-0" <br />��'• <br />W/ (3) #5'S E.W. <br />S3 <br />I ( (STUB UP TO I <br />9; O` : <br />N <br />I 1; , 13'-741' : <br />2ND FLOG <br />I I FOR A/C .... ...... ...... <br />— — <br />(2) #5'S <br />TOP OF CONC./ PAVER TO BE 4' <br />0'-0" <br />L <br />S3 <br />BELOW FIN. FLR, <br />I <br />; PROVIDE Y2'x9" <br />T <br />M <br />J <br />S6 <br />TYP @2STORY <br />RECESS FOR FRT. DOOR <br />: F-------®-- -- — -----� <br />-31/2„SLOPE <br />W6'3 #5'SE.WO <br />( ) <br />■' <br />— — <br />■ • I -a- CJ I - i — <br />4 <br />o <br />60 <br />_ <br />1 (2) #5 REBAR <br />�,�_�/ BUILDER TO PROVIDE CC VERTICALS w/in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL <br />(V <br />2) #5'S �l <br />-31/2" <br />`-, <br />PROVIDE 1 %" SLAB FOR HERNANDO WHEN REQUIRED PER FBC <br />I 2 STORY <br />I <br />NLY <br />I 025 <br />in <br />L <br />SGDEREFESS R TO 3-11/2N NTY <br />0 PSI CONC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />VAPOR <br />I FOR WIDTH VISQBARRIER <br />— — <br />I l i I <br />STEPS AS <br />: I CHASE p <br />REQUIRED PER <br />TO I l <br />'n C? <br />FIELD <br />CONIC T QNS <br />: I KITCHEN ISLAND I ISLAND I I <br />LOW WALLS I I -3 1/2" SLOP <br />I -- - - - - - - _ <br />- - - - <br />Ici <br />- <br />o <br />- <br />'7 <br />in <br />o <br />N <br />.1 ip II I -1-CJ <br />_ _� I I I 71� N---- <br />CD <br />-------� I J <br />II L J E S3 <br />I <br />I I I <br />II L L JII z 0'-0" I I <br />L_-ej <br />' o <br />I rn CC (2) #5 REBAR <br />*- S3 VERTICALS w/ in <br />co <br />I FILLED CELL <br />; 2 STORY <br />- I <br />iv <br />...................... ...... 1 0 t 0 F <br />in . 1 0s <br />CVN <br />J <br />S6 TYP @ 2 STORY <br />6'4" 6'-0" 6'-0" 6'-0" <br />5'-4„ <br />H.B.+ <br />4'-0" 4'-4" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />1/8" SAWC LIT 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 />Uj <br />z <br />J <br />C, <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1112"=1'-0" <br />:;: <br />#5 CONT REINF. SEE <br />. �•' <br />'•_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'�;,�; • '� ',��' '� ;�; <br />' ;:' <br />_ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />'•_ <br />`"`Alternate: <br />' ; • <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 DTL. <br />SCALE: 1 1 /2"=1'-0" <br />C9 .- <br />Z o <br />— o <br />Z N <br />Z <br />Q <br />a <br />U) z <br />(L^n' cJ <br />w <br />O W <br />F- <br />c <br />N <br />In cep) <br />U <br />W <br />r E <br />a) M <br />C (O M <br />m o m <br />0 o 0 <br />dj <br />N <br />IIIt1°I I+ U <br />L LL SO <br />7 <br />CO a O <br />M o O <br />Al I <br />Nx Yc� <br />E R <br />\ t�R <br />f\ F <br />�• 'nYr_`• <br />1.0 <br />Np¢��,r�o�� <br />�'a•4 <br />.p A•'Q • A�« ' M <br />Uri <br />Z7J' <br />2, - X 0 a <br />I G- �A <br />06L <br />O� <br />14's K <br />r •a. <br />`� ¢l. t�� <br />per'.. <br />To the best of the'E gu)eer's knowledge p(✓QT ation, and <br />belief, the structural plhhy�• sPg€pffih3 contained <br />within these drawings comp M the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z <br />0 n <br />� U O <br />M <br />Q "ro Ln <br />d cn•�d' <br />zCL <br />U-.-. <br />(Y U fu <br />CL 00 <br />Q <br />z § E <br />z <br />W <br />J C:) <br />oZ <br />1,0) <br />D: p <br />Za <br /><a <br />z <br />948, <br />Z W W Ir <br />Z <br />oZz <br />J <br />2�EU, <br />z <br />QQ-. <br />O <br />tjo <br />T <br />� <br />Z oZ <br />aU <br />> <br />_! <br />Q <br />2:z <br />z <br />ce <br />Lr) <br />z <br />g <br />D <br />ZD <br />O <br />O <br />•= <br />, ^ <br />y / <br />O <br />a <br />U <br />= <br />N <br />O <br />z <br />O <br />LW� <br />aor <br />0� <br />� <br />CC <br />G <br />Xbtg <br />uam <br />N <br />zao� <br />z< <br />Q <br />~�£� <br />Sou-2 <br />z <br />z <br />a <br />W <br />¢�o� <br />W <br />J <br />T-1 <br />Q <br />W <br />c <br />G <br />z <br />�¢u-C) <br />F- C) <br />W U <br />U, ,- <br />6 W Z <br />O <br />14 <br />z <br />Cy <br />u Z <br />mo <br />0o <br />g <br />= <br />z <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />,ii' a,.11 ,il .ii.kl it Willikkk'!VAll, I.I1111 to LI I 1 ,,i1 ]. .1. iiiI <br />