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;1,gv11jtqlRjIq I' II �I 50'-0" T-10" 6'-10" T-8" T-5" 5'-2" 5'-2" 4'-0" 5'-2" 4'-0" 5'-2" 2'-0" STEPS AS TYP @ 2 STORY REQUIRED TPER FIELD J i t H B CONDITIONS ■ ■ ■ ■ ■" "■" ■=ice ■ ■ ■"�/ i / "■ ■ �- — — ---- I -------- ----- -- — — -�� 7---- r I�G'Das�l'�— I — PROVIDE 1 Y2" RECESS I } SURROUND FOR SGD. REFER TO SLOPE FOR IL---- J j L__-_=_� •' �i,� �� I MASONS iv } i WIDTH I e Ile I } �� ii/�- CCHASE �SA :■ EDON 0'-0" LOCATION 0'-0„ I Io} ��7LA�l� I Lj • / '• ' /f )�' I • • 7'-64' 9 b 9'-4" I I _ I CJ i -Z CJ -1 ■ III lilt III D.W. III I I 3-1/2" MIN 3000 PSI CONC. SLAB a I :`�::. I ;■ FOR HERNANDO COUNTY ONLY STUB UP TO 2ND FLOOR �� N Ir ===111 I I 3-1/2" MIN 2500 PSI CONC SLAB p Illr III I I OVER 6 MIL VISQUEEN VAPOR C J FOR A/C IIL III I I 1 q 9 ED 11 1 L I co _ -J l BARRIER Y III(- III I I (n J Ili - JI I I I r ni•rirtrr , r,•i•ri•rrrrti•rrrrr,�i•rrrr,�rrr•r t l l r r r I l l r l r t r l r t r i l l zo I z 1 11L _ J 2'-6" X 2'-6" X 1'-0" I _ 3 1/2" l /�W.HI�\ ■ N ■: W/ #5's E.W. CHASE TO 1 — — — — — " S3 - / - o° o0 I - I I ISLAND - I i; ;t l"I"I^'; 'I"I'I'I'I'; ;t""t'I'I• - BUILDER TO PROVIDE t l l CJ _ CC APPLIANCE PROTECTION WHEN REQUIRED PER FBC I o EO 0 2'-6" X 2'-6" X 1'-0"77 — I I l S3 i 7 W/ #5's E.W. OPT. ; . ( " aw. I II REF. - 0 I 9'-4" _2'' T 8'-68" 10'-78" 19'-3z' TYP @ 2 STORY JJ/S6 FOR (SEE I I STEM OPT.) q o co TYP @ 2 STORY I - m J I S6 I I CC S3 CJ -4- CJ co 9 I INDICATES FILLED CELL w/ 000 PSI CONC. GROUT FROM FT. T BEAM 0'-0" W/ (1) #5 REBAR VERT ABOVE SLAB PROVIDE %2" x 9" I I ■ TYP @ ALL PLACES SHOW I RECESS FOR FRT. DOOR 2 STORY 7 #5 REBAR O HOOKED FTG. DOWELS 5" E BED "G = (2) #5 REBAR V J VERTICALS w/ in I W/ 25" EXT. ABOVE SLAB ADE 40 '- VERTICALS w/ in I S3 FILLED CELL H B. co STEEL" FILLED CELL -- -- — -- — — — — — — — o 1' 8" 1 _g' I 2 STORY ..., o 3'-10" 2'-8" T- 0" S3 — -31/2" — — — — I — N 3'-0" X 3'-0" X 1'-0" N k W/ (4) #5's E.W. CJ 13'-8" 5'-8" Z. 0" 8'-0" 2'-0" 16'-0" 2'-0" o L I 2'-0" x 2'4" x V-0" I q 4'-0" X 4'-0" X 1'-0" "� S3 I W/ (3) #5'S E.W. 3'-0" X 3'-0" X 1'-0" I '�' W/ (5) #5's E.W. TYP. (4) 1 W/ (4) #5's E.W. I CO 29 29 6 29 \-12" SQ. CMU COLUMN W/ (2) #5 FULLY 0„ GROUTED (TYP.) 11'-0" 18'-8" FOUNDATION PLAN-B, 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 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -�-� W z W� CONTROL JOINT DETAIL SCALE:NTS .• •� . �; :Y '�—#5 CONT REINF. SEE ��: ' • . ,• ',_ FND. FOR QUANTITY •; ; �•' ", ;".�' ;,: #5 X 25" X 25" CORNER •'' ' "'• ' BAR ONE FOR EA. • '- • _ ; • HORIZ. REBAR, TYP. .. "� •� �;r,; • • U. N.O. • ; : , �•• . ; ',_ **Alternate: • The reinf. bars shall be �:=. • �r. • �r. `�Y.�� Y.; • �;= cont. around Corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NITS Z M _ o Z Z Q ZCZ � C w M o •0 w Of v ~ i� I^C3 U o^ CO N _ F— E tm M a Co U / \ O M o00 L 11 OO SJ OD O 'Co Q rn .n S. v rn Q 0 A 1 N� N N LU o� z N � Z W o�oz �' z U) r N J 9 U u W w a OW zV¢cLLo' O-SCn0) t9 ,,Inv A EIiJ,�r�� lei LL M n'V ❑ .FASA�' .ram �� •\ ��✓ / ©w • 0 e� 14 OF, ti(IItII 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 Ln �o z w¢a:a- oo°° Z U z �0wz ^ LJ_ Se o� 0 Ce w w '` O U O N um, �• Z O r a V � Z u 07 z -0 0 Z fQ T� O 0 0 ; tVV1� Z J c J w U V) M O 9. 0 Ea�� � aZ w zuu N 2o z ZN E)E� W<o�ii W J ri LL Q di z <o�z UWV OO &z cr) Z 0zo ao O Ln I (71 IV z W = Z a w i rn ,--I a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 6.1