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Q a E 0 0 r" n 4'4" 5'-2" 34" 6-10" 2'4" T-10" T-8" T-10" 5'-8" T-10' / / 3-6" STEPS AS 2'-0" REQUIRED TYP @ 1 STORY PER FIELD M ° U.N.O. / / 10'-2" t H.B. CONDITIONS / / ■ ■ ■ ■ ■ ■ ■ ■ _ _ / ■ ■ Ir----------------I--------------Z----r - - - - - - - - - - - - - - - - ---------------+1-- rl --N-- ------\. LAV I PROVIDE 1 z" RECESS I I j III ( /I I FOR SGD. REFER TO INDICATES FILLED CELL w/ 3000 PSI 10 MASON'S SLOPE FOR I I I CONC. GROUT FROM FT. TO BEAM III I I WIDTH W/ (1) #5 REBAR VERT ABOV SLAB III / I TYP @ ALL PLACES SHOWN I {Q/i1ER HOOKED FTG. DOWELS 5" E�BED I ■ I W/ 25" EXT. ABOVE SLAB "G ADE 40 1 u "' ■ 2'-6" x 2'-6" x V-0" STEEL HVAC CHASE I w/ (3) #5's EW I I I 13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON / / // I HERNANDO COUNTY ONLY LOCATION LAV�� If 1) ■: I I 13-1/2" MIN 2500 PSI CONC SLAB / / CJ I ■ I OVER 6 MIL VISQUEEN VAPOR / I �0'-65" j 1 BARRIER 29'-53" I I 0. M I 1 S3 N 1 -fi-CJ- / 1 - - - �J - - - -! - - - /�/ - - - - ■ I 1 / 1 1 I 1 0'-0" I I / i/, //' r L_J , I I I I I/i/ � __ J I I 21'-10" //// L — J 8'-112' / / /// 8'-72" --- II ■ 9-114„ I M� G N ■ 1 i� 53 /i/ //V I O I �J i :9 7„ �, I 1 ---L� 1- I IIII 1 I I t I I IL s" I SGG I7I O I I I I6' I I IIII 19'-104" I 1 I 'T 7' I// /r114I n 1 3'-0" x 3'-0" x V-0" 2'-6"x2'-6"xi'-0" I — — I// 1 i I �- --- LI I I ------------1-} `_9 --I---`� ----------J w/ (3) #5's EW w/ (3) #5's EW / ------------ ■ -- 1. 91 r3'-101" 31/2" Mir � I ■ 1 I STUB UP TO I 1 C I I I 1 2ND FLOOR I - - � g1. FOR A/C 1 I 2 STORY BUILDER TO 7 2'- 6g 7 GG 1 Cn PROVIDE APPLIANCE -9$ 2'-8" -9g - _ 1 CC S3 1 161 S3 I PROTECTION WHEN I REQUIRED PER FBC I I I I CJ I_ I I II1-75 I�r I ■: II I III I (, II r) III I I '�===�L� CC 2'-6" x 2'-6" x V-0" wO I S3 I I =�JJ--IhI-J w/(3)#5'sEW I 1 INK w/DISP I II I I 1 I I I OPT. CHE TO °d� I 9'-71' 19' 71 I I REF. 1 IS ND II 00 I I I J 1 I ■ j LRANGE II N ( I I 7� I I 2 STORY CC CJ 1 1 I ■ I /_� II N S3 I I N I - Q I - - - CJ — �— - 1 CJ - - - —I -� - - - - - 1 - - I 1 I I WC LAV I � I I 1 ■ I ,__� I ■: L__ J C :3 I I I - - -1- - - b (2) #5 REBAR 7" J (2) #5 REBAR I VERTICALS w/ in I S3 VERTICALS w/ in 8'-4" 2'- " r 9'-11" FILLED CELL FILLED CELL ------------- .. --__-_17, _- I I 1 I J I I I S3 1 P OVIDE%2"x9"----� - RECESS FOR FRT. DOOR f 1 3'-0" x 3'-0" x V-0" b� 1 0_0 r---- --- - _ J w/ (3) #5's EW T I "T I 1 -Cj 3 1 /2" I k 2'-6" x 2'-6" x V-0" 1 3' 6' 3' I 10" T-10 3 - " 4'-0" 2'-0' w/ (3) #5's EW I L — _ 1 I I I 14'-8" I 1 6'-8" I 8'-0" 1'-4" '-0" 16-0" 1'-8" 1 2'-0" x 2'-0" x 1'-0" 1 L W/ (3) #5'S E.W. I S3 1 TYP. (4) -------- -------- -- ----- L S3 7,-011 7-0,, '-0" 5'-10" 5'-8" 5'-10"7,-0., 10'-0" 18'-8" 21'-4" 50'-0" FOUNDATION PLAN - ELEV-B, SCALE: Y4'=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 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 w �w a CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE ,�: ; . , • '•_ FND. FOR QUANTITY #5 X 25" X 25" CORNER �'' • �' �' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. • ; • ;Y,; •'; '•_ "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: NTS Z co O O Z N z aQ a 13 cn 4--J w is p "O w o U Cl) m w �- $ I� M � 2� M15 = y? ii O o 0 L LL <0 rn co.o Lo �v M Q o Al I BID. N C B D C rA Z W g� LU WLLJ Z 0 gC. LL Z Q W N¢ A WWW FV5rWq1LQM W r U 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z W <a LLJ <= Z U 8 a Z o U �OZZ ^J I � Z 0 � L. Z L�� /�` '� O V Z Z rU Q fZ o �— Z a z -0 M ; 0 o O LL U U) r4 Oz o f UOW2 N ZaZ� k Q Z L0 N ��H �` o Z N )�2 �Z2� LU W Q W Q z a�zZ p~ � o F ��_ ..��..��.. lO Z U a 0 aLn oS m O 1 00 Z 2 of rn T-1 a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 6.1 7 - - i (I�i l I� E r Jti &s e r l _iliAi .ice L� I