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`1 <br />d <br />t <br />a <br />co <br />2 <br />0 <br />00 <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />t. <br />KWOM <br />■ ■ <br />I <br />N <br />4 <br />12 STORY <br />CC (2) #5 REBAR <br />CO I S3 I VERTICALS w/ in <br />o I FILLED CELL <br />I <br />.ter �Zn I i <br />M II o 0'-0" <br />o <br />M L .JN 3 I I I I <br />J <br />C13d(-�1NZ <br />- - - - <br />—------- <br />�- ) I4a ( S3 <br />1_� - JJI 1 I <br />10'-6" <br />4'-11" <br />+� 1 I <br />4'-0" <br />I I ----z I I CJ I <br />— — — — <br />�� -- ------ �� — _ I — — — It <br />112" II <br />4 <br />tr° <br />It <br />co <br />y, <br />IMn <br />STEPS AS <br />LANDSLR I <br />I CHASE I I-3 <br />REQUIRED PER <br />LOW WALLS <br />: TO <br />FIELD <br />CONDITIONS <br />I <br />: ISLAND <br />r — — <br />I I 3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 Y2" SLAB FOR NANDO <br />L <br />I RECESS FOR COUNTY ONLY <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC <br />I <br />t� <br />i MASON'S SLOPE I 1 2 STORY <br />�3 1/2 <br />FOR WIDTH V SQ EEN VAPOR I BUILDER TO PROVIDE <br />BARRIER I I _ `� APPLIANCE PROTECTION CC (2) #5 REBAR <br />�� <br />L — — <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />I <br />#5'S iv1 <br />FILLED CELL <br />I — — — — — <br />■ <br />*---2'-6"x2'-6"x <br />�ih- <br />TYP @2STORY <br />- --1 ------- — --- --— <br />SJg <br />I PROVIDE Y2"x 9" <br />I I RECESS FOR FRT. DOOR <br />-31/2" SL <br />#5'S E.W. <br />01_01TOP OF CONC./ PAVER TO BE 4" <br />L Q <br />BELOW FIN. FLR. <br />S3 <br />M <br />I I I I <br />I � I• <br />STUB U :_��:.' :::::: <br />— — <br />(2) #5'S <br />1�_9e 13'-7" <br />I2ND <br />FLOO <br />1 <br />FOR A/C I <br />N <br />G � % r. • <br />, — l.r I <br />CJ r 'Gd' CJ <br />f <br />2-4- x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />o <br />N <br />N— <br />— — ,'�'�— I <br />I t <br />,l <br />19'-0" — —' �' I 5'-41s" L -_I i INDICATES FILLED CELL w/ 3000 CONIC. GROUT FROM FT TO <br />PSI <br />TYP 2 STORY <br />@ <br />BEAM W/ ( ) #5 REBAR VERT I <br />_ <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5" <br />oQ <br />EMBED W/ 25" EXT. ABOVE SLAB I <br />f <br />_ "GRADE 40 STEEL" <br />N <br />' HVAC CHASE <br />' BASED ON I L — — � 1 �_ n <br />0 0 I <br />J <br />LOCATION <br />I — I <br />..-4) <br />............... ..... .......... ........... . ... ..... .............. ..........■ <br />TYP @ 2 J <br />STORY S6 <br />5-4e 1 Z-23." 1 2'-1 <br />FOUNDATION PLAN <br />SCALE: Y4'=V-0" <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 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 />w Z <br />CONTROL JOINT DETAIL <br />SCALE:1 117=1'4' <br />#5 CONT REINF. SEE <br />FND. FOR 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 comer 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 c <br />Z <br />Z <br />Q <br />a <br />Cn z <br />(D <br />Q) <br />•1--i w <br />V — <br />OW <br />'06 <br />U <br />W <br />o <br />-�pp tM+> <br />m H <br />C M <br />O oc <br />14- <br />Qd <br />o <br />B D.� <br />�.... ! , <br />lot <br />�{ <br />To the best of the Engineer's knowledge, infwmatlon, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with 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 00 <br />0 <br />� M G <br />M <br />a�v^ <br />•L <br />zfl. <br />Q LL Ln <br />L <br />cc IJ <br />CL 00 <br />Q E <br />Z:�,- t0 <br />W <br />Mi <br />WQ <br />7Z <br />IZ <br />L <br />LLI <br />O <br />g <br />G) <br />Ov <br />N <br />0 <br />O� <br />U, <br />�0 <br />tsl TV <br />J <br />wadi <br />*k <br />C4 <br />Wx <br />41 <br />aWCe <br />a <br />Z <br />n <br />Z Z <br />z <br />a <br />N <br />00 <br />O <br />0o <br />g <br />= <br />rn <br />--•1 <br />0- <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIC <br />VERSION NO" 5ol <br />SHEET NO. <br />6.0 <br />