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c a tR no TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 VERI Y METER LOCATION WITH BUILDER tH.B. ■ ■ _ ■ ■i ■ ■ ■ ■ ■ ■ ■ = ELECT 3ICAL PANEL ;n I I dog, I I (2) #5 REBAR 04I I I I VERTICALS w/ in Q O,-0„ ( I FILLED CELL I ■ :: I I 2'-521 • �• • I GG I CC W/O ?-4 S3 UPLIFT ;I S3 o I S3 r 4 PLUMBING t- PLUMBING TYP @ 2 STORY STACK �� .....: `° STACK U.N.O. (SEE JJ/S3 :r..... .. I I I FOR STEM OPT.) I �� SLOPE7 I 7'-2" = I CJ I I I N s T ' ' 16-7" O 1 I I 4'-0" 26'-6" 21'-611 20'-4T' I 6'-1T- 3-1/2" MIN 3000 PSI CONC. SLAB FOR RANG I I I- 1/8" _ I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x 1'-0" I : I I,SLOPE 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. I 4 N L I M MIL VISQUEEN VAPOR BARRIER I p~ 2,, I REBAR I `O "' S3 13'-11" 2'-6" 3'-04" O 4'-8j" I 2.6„ M2 TI VERTICALS CALSw/ In I FILLED CELL S3 I 41• L PROVIDE 1 Y" RECESS SINK WI DISP - - - I K STUB UP TO S o �IM��tl — — FOR SGD. REFER TO MASON'S SLOPE FOR I WIDTH I D W I _ ®_ I I I I CHASE TO ISLAND I W H' f4 2ND FLOOR FOR A/C I J = o ■ ■ STEPS AS REQUIRED b" iv — — — — -III I r -- ---- I -- ---- --r— cQ PER FIELD - - - ■ - - - - - - - - - r.y' .. M CONDITIONS - - �� 01_01- - - _ -. .::: y�'.'.�'.�'.�'.�'.��'.'. ■ ■ 21 ■ I 19'-5" 71_O11 / / �/ 15'-6" 6'_0" INDICATES FILLED CELL w/ 3000 PSI KITCHEN =, �'-' rl� PROVIDE YZ' x 9 Yz" _ -4" 4 Y CONC. GROUT FROM FT. TO BEAM ISLAND LOW �' -' '�' RECESS FOR FRT. DOOR M 1/8":V-O" I in 50 -- ( TOP OF CONC./ PAVER TO BE 4" ih W/ (1) #5 REBAR VERT ABOVE SLAB WALLS 00 ' �' '/ v `fi SLOPE TYP @ ALL PLACES SHOWN L BELOW FIN. FLR. �O I HOOKED FTG. DOWELS 5" EMBED "GRADE I /� r — — � ■ S3 W/ 25" EXT. ABOVE SLAB 40 / .......... STEEL" 201�411 �' / // /'�' I TF 3'-72" 3'-7Z' I 14'-44" I "' — T TYP @ 2 STORY ■ jT-O" F- r x T-O" x 1'-011 I I L_ J '`4 2'-6" x 2'-6" x 1'-0" _ W/ (3) #5's E.W. I I GG GGLO S3 I J �,P@2 0 HVAC CHASEBASED ■ S6 STORY ON LOCATIONOP CO I ( AC PAD AC PAD ----------- ---- — —L— ---I-�- — — --------� �,� C0 .......... .. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ TYP @ STOR J S6 3'-0" x 3'-0" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj U3 d 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 cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CV ' !V Ck- !+f (� G o � W O nL.• o G O V N 00 Y p,- 3 ass m in y as so � N c C f0 O 0- f1 O i .,,•1�liil404'Pfil`�0��,A �, ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. p M 8 p N V { �/ N ap o 0? r _ J C-4 CD tL W z 2 13 a W m W . Z u4 N U d 04Z Z OU W El U' , Z N — o CD z z o v J — N U) — N z 4 N �D o OLLj V) ' U �3 04 IM o Cn a® E o °o ra ga aZ Z QO N `p (33 C: mi z J hi 7ti <2 ipp a Z U �LL a ca o V 0 '—" `=r z6TU� 0 C O i LOm '^ Y, m 0 ^ Q ? � � M O Y_ Y m in U) ¢� O 04 O Lo 00 N O M Q r E z z ij E T— Eo m m a 9 U Q pre JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 6.0