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1L I I I.'II I .. IL- I II I I I I C d TYP @ 2 STORY J S6 H.B.' I 3'-0" ■ ■ ■ ■ ■ ■ ■ ■ in I =- t—=—��-'� J:'. : :�: 2STORY — — CC (2) #5 REBAR VERTICALS w/ in S3 : 6'-0" 5'- " o I FILLED CELL ■ I I B ��-3 II co� 0'-0" 1 /2" o N L JII 3 -- — — — — — — —— NuL —� I4,. J�II<n �_ r 1 I S3 1 ] I ■•I M 011 Ir—=—_+CJ -- _� IIF7 CJ I Q in STEPS AS : KITCHE SLAND I I SLR REQUIRED PER I LOW WALLS I : CHASE TO FIELD CONDITIONS : I I I ISLAND I EDGE OF SLAB 2" ■ • I BEYOND WALL r-- I 13-112" MIN 3000 PSI CONC. I I 1 L PROVIDE 1 Y2" SLAB FOR HERNANDO S3 I RECESS FOR COUNTY ONLY o SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I MASON'S SLOPE ESLOPE 1/8":1'-0" 1 SLAB OVER 6 MIL 2 STORY FOR WIDTH VISQUEEN VAPOR I I , BUILDER TO PROVIDE I �4 BARRIER I ` APPLIANCE PROTECTION CC (2) #5 REBAR WHEN REQUIRED PER FBC VERTICALS w/ in I L_ — I .164 ��^�� 83 FILLED CELL I (2) #5'S N N 4 ■: I � CJ ------- — ------ �W:H� +- J ■ o �- TYP @2STORY J L_---_----- — ----- '■ 4 Cl) S6 I 1 1 PROVIDE Y2" x 9" RECESS FOR FRT. DOOR 4" S*---2'-6" I x 2'-6" x 1'-0" W/ (3) #5'S E.W. ■ : 0'-0" NC./ TOP OF COPAVER TO BE 4" 4 L 4 BELOW FIN. FLR. S3 II I I (2) #5'S r-- I ■ 2'-6" x 2-6" x 1'-0" nIQ) : I I STUB UP TO ... 1. 9., : �.:.' :::::: 13'-74' :::::: : : ■ — W/ (3) #5'S E.W. ■ I I I IFLOOR PLUMBING LINE FOR A/y I TO SECOND GG Iw. FLOOR I o 04 1 ','� / Ili 19'-0" I 5 �j-1 Jt I INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I _ ABOVE SLAB TYP @ ALL PLACES I N SHOWN HOOKED FTG. DOWELS 5" I o0 IT I� �''��' EMBED W/ 25" EXT. ABOVE SLAB I "GRADE40STEEL" 7771 I •- J S6 ■: HVAC CHASE I BASED ON — — LOCATION 5'-4" �� AC PAD AC PAD �------ GG �� •• � TYP @2STORY bo v ---�a ----I-- � —--------� H.B.+ 2'-0" YP@2 J STORY S6 4- 5-4" 5'-0" FOUNDATION PLAN SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" 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 WWF 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 w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .. �✓ r 7 Q s �' f= E..O • •' s% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullding 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. .. .. a pip O 8 N ik i% - N Cj Ol Z;LL `; � � 0 7�� J W r- -0 LL ,- d c' aaj M CJLL a a LL Z J IY m c .13 W �•co ,j � lCN V7 m o a LL cR�a'o' °�� Z N Q V J °V ❑F t: W � z z z Q S a cn zC11 0 8 Vin c S 4§ ro r- U) W `u AOf�•r"";; J U �o C N Y • T10 CD r— a u� o�za a Ov F k= R� 0. oa V �OV Z O E o � ' t i gg <o z ixw N c �f o Z o 8 �Z �o W U y� i x a� CO 01 �N > Ln � W L° m \ c° N J C Qom,,, m v CO LO co a) .� = N T— N = � N � � m m N CV)` iri O o Z Z c E 0 d T f0 c cc d U Q 0 4) JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 6.0 :.