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WWF 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 LU Lu J a ' 7 - CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. z' } U.N.O. io. Alternate: r a...a. ...,,r r r o • u e' ' The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". ' T. TYP. CORNER BAR DETAIL o Zo SCALE: 3/4" = 1'-0" 0 Il0 13'-4" 2'-O" x 2'-0" x 1'- W/ (3) #5's E.W. 25'-0" 1'-4" 10'-0" 7'-4" L '4' 1'-8" TYP. ------------ I o o I 4'-8„ 5'-2" T-10" 11'-4" N 6-8"1'-4"1 2'-0" AC PAD 1'-4" I M I 4' 11 11------ - ;-------- •---- --- ---,------------- Il 1 Ip TYP. @ PROVIDE 1-1/2" RECESSI I`11 HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER BASED ON ■ III11 LOCATION I TO MASON'S SCOPE j FOR WIDTH I 1 11 o I I It r I INDICATES FILLED CELL r I ■ - I 11 W13000 PSI CONC. GROUT I 1111 FROM FTR. TO BEAM r I 11 W/ 1#5 REBAR_VERT. _ _ C.J. I I ABOVE SLAB. TYPICAL I 1111 @ ALL PLACES SHOWN I I t IHOOKED FTG. DOWELS 17" 1 1'EMBEDMENT W/ 25" I — — �I 1 I*XT. ABOVE SLAB "GRADE 40 I I o I (STEEL" I I Ij j 1 11 I I__J 1 ■ I 1 I III � ■ - I1 El Cn o w I p 11 II 1 11 i II co I co O Z 13%" MIN'1�000 PSI CONC. SLAB ' I I FOR HERNANDO COUNTY ONLY 13/2 MIN. ��00 PSI CONC. SLAB OVER i I LO 1 6 MIL VISQVEEN VAPOR BARRIER I 1 C.J. _ _�1-jl 15'-4" 5'-3" 2 -5" ■ _ w o 1 0'-0" ELEV. Tr T _. Cl)I (FIN CONC. SLAB L- --- - - - I 11 I o ■ o I 1 1 -- , v 4'-0"x3'-0"x1'-0" It 1 I W/ (4) #5 E.W. 1 1 14'-5" 2'-0"x2'-0"x1'-0" _ 10'-7 1/2" 1 o W/ (3) #5 E.W. M I I h ■ I ■ J 4" STEP 3 1/2"- DOWN C I I o0 00 j 6'-4" 10.. MIN. S3 1 '-10" in TYP. @ 71, 2 STORY I S3 1 31-0" ■ • ■ • 1 I BUILDER TO PROVID I w APPLIANCE PROTECTIO TOP OFCONC.I I p I WHEN REQUIRED PER FBC RECESS FOR FRT. DOOR PAVER TO BE 4" 1 I —1 1 BELOW FIN. FLR, I PROVIDE 1/2" x 9-1/2 1 � c- 1 949-4 I • I , L I W . ■_ _ - _ �_ _ C.J. - - -� w S3 1 1 N I 12„ TYP. @ - I O ENTRY 1'4' o z 0 12'-6"x2'-6"x1'-0" I 0 U I W/ (3) #5 E.W. LL N 1 I� (2) # VERTICALS I W/IN FILLED CELL I ■ Z 0 N 1 �— I I O q 3'-0"x5'-0"x1'-0" N ;t, S3 I y I � '- W/ #5 @ 8" O.C. S3 I I E.W. L— ------ — — — — — — ---------- • • '-0' 16'-8" -0' 6'-4" 1118'-8" 71 25--0" 0 �i CV 10 I (----- I I I I ALT I I I IAC PAD I I 2'-O" x 2'-O" x 1'-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 10 PLUMBING LINE TO SECOND FLOOR _ o 0 i0 v in TYP. @ SINGLE '- STORY I 0 F0 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 0 } z0 O O O N FOUNDATION PLAN - ELEV A SCALE; Y4'=1'-0" C" N G C+i � o -a C� ZE ��® aC cc ra N -1 CV 97 CS as d a� ss d 'CD t- CD � T �v CV O CV 0 M .iea� 'ij.99iS8E�9iS 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. a g C 8 CQ O T, O 3 2 N LL LI' cli IL LU 2gq a Q Cco V -i 5 z J LL LL. 555 U) T' m c 0)0 L (6 Io _ 2i � O: W Q 7 (6 NCO m W o g 0,0 m U) z 6¢ 0 W J L< 0 zN M Z H U 0 0 El El El Z N co O � Z � N z � � Q V J LL � t` M to z c� o 4-1 C! V 0 wa u, J E t o N O, o w M M z o Z G L.L E E a o co w o 2g oLL > � Q� �o — �o E do S� �Z wo �z fo E <o 30y m� pM zO m 4J J mo mZ ¢w C ¢w 0< Iz go 3 wLL az W o _z o z as =3 To VM R a Q �O = y m 03 03 L r N o^ J N LL CM L) cv) 0 CN L Nn r O r M M m T Z Z E M d E U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 5 F 191 F-T—!V l,-