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C c C 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 1/8" SAWCUT x 114 SLAB 65--0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5' 4' V-9$" 3'-2s 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-10M' 5'-11sa" 5'-0" 5' 4' REINF. SEE PLAN. FOUNDATION PLAN vLF w ��• w C a A H.B. TYP P@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 01 co r Ill fO \ I I I 16'-0" 2,-Oa„ 6'-10" .. ; I L \\ 11 \ \ SINK / DISP 1 1 o? I in to G rA - ND.W. o STEPS AS \� \ I L — — —J I CHASE TO IS D : —iE _-- -----= ----- -- ---- ■ \\ I — — — — — — — — PROVIDE 1 Y" RECESS \ \ CO L — — — — — _ — — — — — — J CJ OPT. —I— CJ CJ ; \ REF. I ".'.'. 0 1 I I I I CJ —I41 ■ TYP@ 1 STORY U.N.O. REQUIRED FOR SGD. REFER TO \ '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . .'.'.' : ::.' 10'-10t, PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND CONDITIONS WIDTH \�� \ LOW WALLS • • • • • • I : ' :: ' ' o v 4, 0•, 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO W/ (1) #5 REBAR VERT ABOVE SLAB \ \ .......... . \ ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ I TOP OF CONCJ PAVER T BE 4" 0 -0 (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ \ I BELOW FIN. FLR. HVAC CHASE 4'-0" 4'-4" 4'-6" 01 VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ I STEEL" \ � BASED ON PROVIDE Yi' 9" SLOPE, I FILLED CELL x LOCATION \ RECESS FOR FRT. POOR M I L o \ \ 2'-6"x2'-6"X1'-0" FTG 'nLO I S3 •- 25'-1 Off" \ \ \ 9'-5� W/ 3 #5 E.W. \ \ 128 ( ) • S-O" �e 00 128 ■AV \ \ — — — — `r \-77 — — — — --I— I ....... ........... F4.7. + ....................... S... i — — — - b A .. CJ CJ \ � \ I • \ I K CC (2) #5 REBAR °P TYP @ 1 STORY S3 S3 I - S3 VERTICALS w/ in U.N.O. I Sri I•• AHU I I FILLED CELL I CV 2'-6„x2-6„X1'-0" FTG _ ; I : _ 3�-5„ _ W/ #5 E.W. 1/2" ^ 7.1„ 2'-6" x 2'-6" x 1'-0„ W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in (3) G -3 I O S3 I I OPT. D PT. I SLOPE M FILLED CELL ry • :. ___ ____ M 5'-3" V-10„ 3'-6" I ° , cq o N � • I 3-1/2" MIN 3000 PSI CONC. I I 2'-724" 7-10" V-I ": ' EDGE OF SLAB 2" l I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I N 3-1/2" MIN 2500 PSI CONC �� S3 'n SLAB OVER 6 MIL VISQUEEN I L9 I N 20'-6" VAPOR BARRIER •' 35=4„ 1A ■ 10'-0" BUILDER TO PROVIDE l (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I co I WH• WHEN REQUIRED o o% PER FBC --------- 1 --- -- --------�' — — -- �— ------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V-6" L 5'-7$„ M A S3 TYP @ 1 STORY U.N.O. 6'-0" 6'-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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" 0 N N N 0 ram,•;, ��„ k P't $`�•.. s-<•�i.• `� • • No P"78750 • � w .Zi T OF •'�: ff• ��;••`��: O• ft 1• %S:SC E�,C��% �/f/fl1i111�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cif n s� EE a N O O pq r- J J LL N O' .0 Q t -W, $ ik LL W a� 04i CD LL 0. SY� U_ LL a W S 0: �RC� W 0 M a IpjO' a a Z M Z to p L LLW N Z oc U y W 0❑11 c� R z N z (oo Q v J N^' Z v 0 � W LL 4 fn t'a W W U O W s L', Of Y (CS ~ LIJ t N co s�o ti coo W M O Z � w o gz Z>Z .- Q� Q 0 — z 2® oa t— ro U ° z d E N � o a0 ao ao az Ez .,�.. L (0 (n C _ z UY U N mg O Z Oz z �• Q] J m F Q W sm N � � Z az W a� yw o w �t �o C:)a= t0 oza �' �3 7 u, O t ^ W � I�0 W L 1: O O Q Y o O C m CD H E � r co r = N CA T O� .� h � N U-) E c M M CN �; 0 m z E O C a E 0 � a JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 6