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no an 3 Q LO 00 0 v c 0 a 0 0 0 J n rn 0 I N a 00 L0 0 C CI 0 0 0 0 J n C7) N 0 21 v N C) 0 a N N a E O x V v C LZ y N O U E -) UI N U 'o i U U y I C 0 �. v J Eq c c d 3'-0" 1 J TYP @ 2 STORY S6 H.B.t ..... . ....... . ..... 0 0,z ------------ - ------ - - - - - - - - - - - - - - - - - - - - M I HVAC CHASE I I - I I I \\\ I BASED ON I I I I 0'-0" I ■ LOCATION 81 I I 1 I I J I ` I \ o� I 1 GG GG I I S6 TYP @ 2 STORY o I S3 \ 2'-6" x 2'-6" x 1'-0" I S3 I I _\ \ \ \ \ W/ (3) #5's E.W. I I I A I I I I 3'-0" x S-O" x 1'-0" A.\\\_ _\ \ ^ ( I rl� 1 I j I W/ (3) #5's E.W. \ \ \\ \ _ !GG-N II I r I - J \� - - - - - I I S3 6-4" ' V-8" N S6 1 20'-44 \\-�-� 1„ -7g I I 1. I 3'-72 1 I 14'-44 I -r TYP @2STORY \\\\ \\ I I INDICATES FILLED CELL w/ 3000 PSI \ I o - ` � I CONC. GROUT FROM FT. TO BEAM 1 \ \ � `� � I � I� � � � • � � � � � � � � � � � • :i::: - r L I W/ (1) #5 REBAR VERT ABOVE SLAB \ \ --r'-- S3 I 1 TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED KITCHEN \ \ \ ` \ �� TOP OF CONCJ PAVER TO BE qj BELOW FIN. FLR. SLOPE PROVIDE Y2" x 9 Y2' I W/ 25" EXT. ABOVE SLAB "GRADE 40 ISLAND LOW \ ` \ ` rCD \ - /13 2" STEEL" 19'-54' WALLS 6'-11a" \ \ �� \ `r 15'-7" RECESS FOR FRT. DOOR 1 6'-0" 2'-01' L0 00 I �y -------------- �.. "�°' - STEPS AS r----- ---- --�1�0'-0" _-- :r....... ■ ■ REQUIRED11--==_---_ PER FIELD CONDITIONS � - - I b : I PROVIDE 1 Y" RECESS I I CHASE TO I I co _ r _ - - _ - - - rr -�T -='c--- - - 1 I / I --------------Z ----------- � STUB UP TO I I - - ■' I FOR SGD. REFER TO I MASON'S SLOPE FOR I IIII r) II r-) III I I D.W. III I JJ I ISLAND I 2, 31„ I z \2ND I� H �� I FOR FLOOR I FOR A/C 00 T 0 ---- 1/2" 31/2 1 WIDTH 13'-11" L. ---JLLJI= L SINKW/DISP --� 4'-84" S3 I 1 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2 6 J31-0411" — ( o I 2 STORY 1 (2) #5 REBAR VERTICALSw/inin L IHERNANDO COUNTY ONLY W I I I FILLED CELL I S3 I 13-1/2" MIN 2500 PSI CONC SLAB OVER 6 BARRIER 2'-6" x Z'-6" x 1'-0" I MIL VISQUEEN VAPOR W/ (3) #5's E.W. 0-1 L----- I � I L- I I 20'-44' RANGE 6.04„ — I V-7" 4'-0" I I r 26'-5" 1 �-�- L r l I 91 I o 1 C1 I 1 I -31/2" I CJ I �r - I I 7'-2" c� I I 1 1 M� SLOPE I• I I I I I N I N TYP @ 2 STORY j o •••• 1 • PLUMBING : ' � {� • • I I ( I co I I j PLUMBING STACK U.N.O. (SEE JJ/S3 I FOR STEM OPT.) I /�I STACK I I I I GG I CC S3 S3 I : • • S3 ■ :r ; : f10:D T 0'-01, I I I 2 STORY L J oo I 1 I 1 (2) #5 REBAR ;'--------. I I VERTICALS w/ in I FILLED CELL VERIFY LOCATION I °° "'ram 6'-0" L T-8" 3'-1 J TYP @ 2 STORY VERIFY METER S6 (SEE JJ/S6 FOR LOCATION ITH STEM OPT.) BUILDER on n. r +H.B. T-O" 15'-0" 3'-0" x 3'-0" x T-O" W/ (3) #5's E.W. FOUNDATION PLAN MONO — ELEV—Al SCALE: %4"=V-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 r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN _-i z w cn a 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 Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" P., O r .. 3- Q 0 I! J) Y- .,�'" �' •' Jam' CL y l 3 E) r= 6 0.Uj 'vj a :8► N N 0 N O 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H o E co o c� 8 m r 4t N oo v � O �� a ik LL WM Oar° -Wa H N O EL — r f) V Y m LL LL a � — a 2 1 O CL Z c m 3 0 o O w 3'�Nm K O W pj°' 'T. oo a L0 M z � rn O U OU❑❑ Z W z N M o g z o Q J N U) V� v 0 4-J W ° U O_ � u., o N � w �N rn U d W e— E I U o m • �m o w cy:) M J o z 4 LL Q E OV z � o= D N Z© oa (6 �Oo UO o (V �¢oK az a wz � I� L a ¢❑ � mO z� Zr U? J < 8 aw z Z o< z go o< w� az W U ao �k - J W ¢Q O ;o o CO V z) a a ov 3 .2 p J >Lo LO LO L CID CD O T— O `0 m m Q � 0 c) L0 CV 04 O Cy') CV Q N r ui E M c LO o Z N =$ E O @ a E U -j Q p JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 6.0