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c c d of 6'-0' 6'-0" 6'-0" TYP @ 2 STORY J S6 64" 1. 4'-0" 1. 4-4- H.B. I 5'-0' NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU uj CONTROL JOINT DETAIL. SCALE: 11/7=1'4' ■ ■ ■ ■ ■ ■ ■ ■ O - I - �• ••'� .� U')—#5 CNT REINF. SEE (12 STORY , C (2) #5 REBAR CFND. POR QUANTITY CD I S3 I VERTICALS w/ in ■ : o I I FILLED CELL ' •• r #5 X 25" X 25" CORNER • ' ' _ BAR ONE FOR EA. 'fir �� °' I I I •• ' •• =-. HORIZ. REBAR, TYP. 1 100'-0" U.N.O. qIL JN'3 I I I I I IrM r z I e rein ars s a ....... temate: S3f. b shall be �L J� co r i4" • • • • • • • • • • - • cunt. around corner by cold ■• I ( I I N I - -C J-- I 4 -11 ' I 110'-6- --i- bending the bar w/ min. - - -_ - - - _ -- bar lap of 25". " -- _ --- L� IJ - - N TYP. CORNER BAR DTL. to 4 -0 � - - I I -31/2" SLOPE STEPS E ; , LOW WALLSKITCHE CHASE I —' I REQUIRED PER TO SCALE: 1 1/2"=1'-0" FIELD CONDITIONS ISLAND -- ■: I I I I I 3-1/2" MIN 3000 PSI CONC. PROVIDE 1 Y2" SLAB FOR HERNANDO L I RECESS FOR COUNTY ONLY o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC MASON'S SLOPE I SLAB OVER 6 MIL to 3 1/2, FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE 2 STORY �BARRIER APPLIANCE PROTECTION CC (2) #5 REBAR L — — I �� WHEN REQUIRED PER FBC 83 VERTICALS w/ in 1 FILLED CELL N ■; I -r-CJ I �MfH�--------+—-------� N CD iy o t ■ TYP @2STORY J I L--------- — ------ :■ Cl) S6 I PROVIDE Y2' x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" I I RECESS FOR FRT. DOOR SLPE W/ (3) #5'S E.W. ■ : I O.-O•l TOP OF CONC./ PAVER TO BE 4" 4 L o BELOW FIN. FLR. STUB U 13'-74' ::::::: :. ■ — — 2ND FLOO FOR A/C G I 2'-6" x 2'-6" x 1'-0" o �.r S3 I �� t ( W/ (3) #5'S E.W. N o N CJ r 1�� ' r 1} N CJ to 19'-0" , - /� 5 -4is„ t_ �} } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY } BEAM W/ (1) #5 REBAR VERT , ABOVE SLAB TYP @ ALL PLACES ` C - I SHOWN HOOKED FTG. DOWELS 5" ! - EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" `■; ( HVAC CHASE I `" `"' : ;■ l BASED ON J LOCATION 5'4" L 16'-3" S6 60 0 0-- ■................ ..... ......... .......... �........... �.. ..... .............. ..........■ TYP @ 2 J STORY S6 5-4- 1 2'-23." 1 2'- FOUNDATION PLAN. U Z c �y Z cCD Z Q a U) z w •U — 0 Iti = E C/i o 0 U W ■0 �C- C M Cl) 00 U ni fn a o a S o \li ittf,t'F// AlI NC < o CAI �,�v w "a` O LL g V OO ❑ ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 > V) M CD M Q 'p Ln a cn •8- d- f.(1)LL� d ^ 0C V Q• 00 Q O ..� W Z M J � Mj �o ZZ .. Sr Z Q o480, W ��Z� J w O U C4 F N Qz Z DC z o LU oU N o L.L_ = O Z O Wx �� � 0, a o i� S k N g 0 Q ^ a uj� �ogw Z Z J •-� T-q LJ.1 a u- aLL0 W Q Z Z U wl- N O N Z� Z m O GO � W = w rn T-1 a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. 6.0