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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 50'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB T-8" 3'-5" 5'-2" 5'-2" 4'-0" 5'-2" 4'4" T-2" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON /y REINF. SEE PLAN. FOUNDATION PLAN STEPS AS M TYP @ 2 STORY //�/ v U REQUIREDCL PER FIELD t H.B. CONDITIONS ■ ♦ •. •. •. d o •. •. •. ■ •. j ■ ■ ■ r r r r r r r r r r r r r r r r r r r r r r ■ _■- r •. r. :�� ■ ■ ■ // / / ■ .•..•..•. .. .. .C/ r ■ r r r r r r r r // r-- ---- I --------- ----- -- -- — fIHER�S�"I--/�— i7-- ----I II PROVIDE 1 Y2" RECESS J SURROUND50 1 FOR SGD. REFER TO I I L=====—� co I MASON'S SLOPE FOR N a �-----—r / / / io WIDTH j 'r1 / I ■ b I �// :� �/� �ACCHASE ■ r N I 0 ' 0" ,- / SED ON / v 1 j6 I� // / LOCATION 0'-0" I I tof �_�/LA / / / / _ CJ / 1/ / CJ ■: II II ■ D.W. I 3-1/2" MIN 3000 PSI CONC. SLAB of I I I •: I it I JL I I FOR HERNANDO COUNTY ONLY STUB UP TO ... , .. . ' ; Ma _ _ �I FLOOR I.. Ln Ir = %71 1 1 3-1/2" MIN 2500 PSI CONC SLAB o Illr 81 1 1 OVER 6 MIL VISQUEEN VAPOR ; C J FOR A/C FOR 9 11 V I 11� I J(I `� JIIIII I = �IIILBARRIER YINrlll I ' I I I I : I q al —�" MN L J JII L — — _ _ . •i •i •� r . PPE r . ti •r •r• i• r r r a •i • •i• r r r t . •r •r•i• r r ttrrl rttr Itttr trot r t . •i , •i• it rttrl ' Lu I z ■ : IL I I 11L I_ J 2'-6" X 2'-6" X 1'-0" _ 3 1/2" ■ N I L — — — '�I— — _j W/ #5's E.W. If CHASE TO �� i7 -- — — — — ——� I_ - J CC S3 l I j / 00 C0 �ISLAND — _ ,.I :j ,• •,":" :y:y"I^I'I'I';'; ;t; rl,l'l _ _ _ _I BUILDER TO PROVIDE + ' I iD TCIJ II _ CC APPLIANCE PROTECTION I WHEN REQUIRED PER FBC ( o Zo r 2'-6" X 2'-6" X V-0" — I I • S3 co W/ #5's E.W. j j OPT. I Lu I I II REF. - I I I I 9-4-_2'' : 8'-6$" 10'-7$" 19'-32" TYP @ 2 STORY JJ/S6 FOR i (SEE I I ( STEM OPT.) 9 o - io TYP @ 2 STORY S6 .: I— — —-- — — — — — —+— — — — — — — I CC S3 CJ + CJ I 00 v z I INDICATES FILLED CELL w/ 000 PSI CONC. GROUT FROM FT. T BEAM 0'-0" W/ (1) #5 REBAR VERT ABOVE SLAB ( PROVIDE Y2' x 9" I I I ■ TYP @ ALL PLACES SHOW I RECESS FOR FRT. DOOR 7" 2 STORY (2) #5 REBAR HOOKED FTG. DOWELS 5" E BED #5 REBAR J VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "G AIDE 40 VERTICALS w/ in V I S3 FILLED CELL I H.B. OP B. ' STEEL" I—:---- FILLED CELL I o ---- ---- ------ V-8" 11_81, 2 STORY 3'-10" 1. 2'_8" T- 1011 S3 -3 1 /2" ® • ` W N a o? T-0" X 3-0" X 1'-0" N r rrr.• ■ ■ _ •• r r r r r r r •• ••Y11 _ ■ ■ _ ■ ■ _j W/ (4) #5's E.W. ICJ 5'-8" 2 2"P 6" 0"13'-8" 2 L I 2-0" x 2-0" x 1'-0 o 4'-0" X 4'-0" X V-0" _ LO S W/ (3) #5'S E.W. 3-0" X T-0" X 1'-0I W/ (5) #5's E.W. 9 TYP. (4) W/ (4) #5's E.W. I zo L \1 A S3 5'-4" U. tx � 5'4' '-0" 64" 12" SQ. CMU COLUMN W/ (2) #5 FULLY GROUTED (TYP.) 1 FOUNDATION PLAN-B SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" kv r . -#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 Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" — O (D zM 0 —o z�z a. Qw �V � w E � � �Ln U o� m w '- O� N M tm M a M M U S at ago p o N � U C o u- no ¢rn .n�v rnQ o N N M O v�i N �' g Z W z U' Uj M . z w z A/ J O W V ¢' zw2- OCkQ o V N o o ti � � Ern Z N H c .r r �- T rJ <: ;� ,<Cal a r�Pp��FOri , O F £ S1' NN t 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. LE NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ �Q g< F- z W¢W� oo8U �EzZ _J C L i 2 � J a10 �1 Z O O 20 UM�O Q 811, ZO } U Z a z -0 N T—I O O Z �W U M M O 0� 90 o Z ZLU Q 00 Lu 0 z fV �2go, L; w J i.r> rl lJ.l Q a Z g noaa o�� w�Z Lnn N z z aLn oo 4� W J Z rnJ = ¢ g SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 6.1