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c c d a 00 N E 4-1 N 43'-0" 38'-0" 6'-0' 6'-0" TYP @ 2 J STORY S6 H.B.T 4' 2'-1 COND. COND. ■ ; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • •; • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ■ ; r----------�----I-- S3 �� —•----------� 1 i � : a V-4" �t 16'-3" v HVAC CHASE r a BASED ON I 1 10'-0" I : \ J S6 ■ LOCATION -- -» Z INDICATES FILLED CELL w/ 3000 i PSI CONC. GROUT FROM FT. TO ( BEAM W/ (1) #5 REBAR VERT i 00 r • . • .... • • ABOVE SLAB TYP @ALL PLACES ` ` ` • I \ II SHOWN HOOKED FTG. DOWELS 5" I 19b" I 5'-4 � EMBED W/ 25" EXT. ABOVE SLAB r f "GRADE 40 STEEL" TYP @ 2 STORY 'coy -�', C J �a \ \ ` ` \ t L � C J I ; I �� l' 2'-6" x 2•-6" x 1'-0 G �� I W/(3)#5'SE.W. o STUB UP TO ' I 2ND FLOOD1.-9" �-0" ■ ; I I I FOR A/C : '. '.'.:::::: :::::::..:. — --q ;I I (2) #5'S TOP OF CONC./ PAVER TO BE 4" ■ ; ( S 0'-0" L = S3 BELOW FIN. FLR. I J 2'-6" x 2'-6" x 1'-0" I I PROVIDE Y2" x 9" = T J TYP@2STORY S6 I RECESS FOR FRT. DOOR --------- — ------ J ■ ,.SLOPE W/ (3) #5'S E.W. _ r �31/2" I / BUILDER TO PROVIDE CC (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. I-� APPLIANCE PROTECTION S3 VERTICALS wl in I FILLED CELL ' N (2) #5'S N I .. SLAB FOR HERNANDO I ( WHEN REQUIRED PER FBC PROVIDE 1 Y2 2 STORY q I I RECESS FOR I COUNTY ONLY &D in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL I L_ VAPOR I I FOR WIDTH VISQUEEBARRIER — — I I I I ■� I I I STEPS AS : I CHASE I REQUIRED PER TO I 'FIELD C•;> ro CONgTIONS KITCHEN IS : I LOW WALLS ND I ISLAND I I � ' I I SLOPE -31/2" - - - - - - -- I _-- I- 9Y _ - I I CJ I �° N " I 111 I + CJ I 4 -11 10'-6" ■ I �__J� i 4" ' 're'°� "I °° I I " I I _ b Mr. ,55 L-----------� I J ML�JN� S3 I ( C I • o CC I (2) #5 REBAR S3 VERTICALS w/ in I i : I io FILLED CELL 12 STORY i14 fV 6'-4" 6'-0" J S6 TYP @ 2 STORY 1-134 " 4'-0' 4'-4" 5'-0" FOUNDATION PLAN. 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 r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU LLI co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .; • ;;; "—#5 CONTINUOUS j ; .: • •_ 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 _ • •. • •• •. • •• •, • • • •• •, • �• Cont. around corner by cold V.bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" Z � Z Z Q a Cn C9 QJ a� 4--J w � p •V — Ow Uj CS � � o E D•� " I N N h N NN �i z Z WN z U) inLLo uS w LU _ -&� a W d isN N; mS ��' JT W o ,a �c�',��E,,, °wN FD G.com +� �. fir\ S E ' O ' 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 - Residentiel 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W �a I — a O Z z y� Lu N r Q �A•i C)G oC Z _Q O (U '� %ft./ + O LL W V = J p ZRO F- O ^ L. %7 0 G N Ln � o Z J Ln LLJ � r-I LL Z ZS z � Vi I� Z t coZ O 1 0o g 111 = w rn ,-•I a V) o SCALE : AS NOTED DATE: 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 6.0