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C c c 5,-4" 3'-0" H.Bt I 1'-9g" L 3'-2g" 5'-0" A TYP @ 1 STORY S3 U.N.O. -10" 1. 2'-106" _ U-1 O co �\ M r 16'-0" i 2_93, 6'-10" I I r iI 0'-0" -3 1 /2" III I I L II �II SINK / DISP �� I LF===I- —1 — — — — � I I o I I III � ch A - b `n L ( I I D.W. III <� II �� III I I I I S3 04 S3`o CHASE TO IS D _---_--_ —=III II s I I TYP @ 1 STORY U.N.O. —��__---- — — — — STEPS AS REQUIRED PROVIDE 1 t/z" RECESS CJ L — — — — — — — — — — — — j CJ OPT' —J— CJ CJ I FOR SGD. REFER TO REF. CJ —�I- I ■ 10'-10". PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND I CONDITIONS WIDTH {� LOW WALLS I I o r 4'-0" I 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ALL PLACES SHOWN I S 0'-0" TOP OF CONC./ PAVER T BE 4' ■ ■ ■ J. ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5 EMBED BELOW FIN. FLR. HVAC CHASE 4'-0" 4'-4" 4 -6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 FILLED CELL I STEEL" BASED ON PROVIDE %2' x 9" SLOPE LOCATION RECESS FOR FRT. POOR I?L CO I 2'-6"x2'-6"X1'-O" FTG inLO 25'-10 28 9 - is WI (3) #5 E.W. L 4,-4" _ -iv a) - ------------ I CJ CJ I — rA TYP @ 1 STORY 83T TT M1 S3 CC (2) #5 REBAR I 00 U.N.O. S3 VETICALSw / in I I �r; I A_ I I FILLED CELL N 2'-6" x 2'-6" x V-0" I 2'-6"x2'-6"X1'-0" FTG 3 5 7-1 W/ (3) #5'S E.W. I W/ (3) #5 E.W. G - _ _ - -3 1/2" (2)#5REBAR �— 1 F----��---- S3 SLR M� r VERTICALS w/ in I I t_ J i I OPT. D I I OPT. VYf in FILLED CELL �,� T L J I —� ■ I_ Ir-====_- --E- - - - - - - - - - - 5'-3" 1'-10.. 3 6 I I `, C? II o —CJ CIJ —CJ ■ 3-1/2" MIN 3000 PSI CONC. I 2'-74" 7-10" 1 _ " EDGE OF SLAB 2"'- I SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I J N � I 3-1/2" MIN 2500 PSI CONC K N u)I W S3 'r' I SLAB OVER 6 MIL VISQUEEN I !? I I S3 I r N VAPOR BARRIER T 35'4" 20'-6" BUILDER ■ I 0'-0.1 I PROVIDE I (2) #5 REBAR I ( APPLIANCE VERTICALS w/ in 4'-0" 12'-1" �' PROTECTION FILLED CELL I io I i , s /IWH. WHEN REQUIRED ----------+- --- �1 ff — i-- r-----------1 �_7-- PER FBC ---- i--- ------J i A S3 TYP @ 1 STORY 6'-43" U.N.O. B s 6'-0" no 5' FOUNDATION PLAN MONO — ELEV—Al 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 LLi cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS • , . _• �. REINF. SEE FND. FOR _ ' • �•' QUANTITY ' ' #5 X 25" X 25" CORNER ' �'• ' �' �• ' BAR ONE FOR EA. •; HORIZ. REBAR, TYP. • •• U.N.O. -., - *"Alternate: - The reinf. bars shall be • tom •. +•: v-�..•:j� .:r,. .•: �: �..•:� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 9, to�Awst o J� V f .... J,. �" •SE ate•` 4 V� r \� _ To the best of the Engineers 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. r .o 8 N ik N J INU � L• a;rn-o - O CO LL J a 5 -,J 2 W 0N M Q d1 lJ.. 52 1 a 0 , 0Ix z y 2 9 � 0. Wmot- y Z rn�°o �� N IL NJ ac)z Uo z °� ❑❑❑ W m O o Z o � Q J (7 d N _ M m Ln � -J `!RV w pd o a •U Q O _ ,L, 0 ry a rn w ) E � I S cq x!1 c � � o 441d co w co zZ OS Z LL_ E wo oo � }o zR Q o �� ❑a IC6� CILO¢ 00 0I Nap L moa WZ , Uo 0ra o��Z .>�z cnZ C55 oo Wn ao azW� � Jz0 ' o w� i ¢ 0 L) �N 0 = J `J I ■ O O CM .-. CL n' 2 O l w m = %ftm// 0 CF) J O QO f O C iro E � M \ CIO d 0 Z E O I E EL U Q p JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. 6