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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 V W Z ' 4 w U) a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" 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 #5 CONTINUOUS TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL . d REINF. SEE FND. FOR POISONING QUANTITY s •;•: #5 X 25" X 25" CORNER BAR ONE FOR EA. 25'-0" th 1 HORIZ. REBAR, TYP. • . • ... • . , 4 :; • U.N.O. 10'-01, 15'-0„ • ; s ,�- **Alternate: it '. y� ,5.``�'-tip,^ ' The reinf. bars shall be r a ® cont. around corner by cold • • • 6. • • ` bending the bar w/ min. 2'-O" x 2'-O" x 1'-0" bar lap of 25". W/ (3) #5's E.W. L 2'-0x " 2'-0" x 1'-0" S3 W/ (3) #5's E.W. TYP. CORNER BAR DETAIL n'P SCALE: 3/4" = 1'-0" T — — — — — — — S3 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE FOR WIDTH 0 Ln ZO 0 U) O CV Z O O� 0 U) LL 00 Al 1. 0 60 c� 50 A. P. I i I IV-&1 6'110" 1 6-2" 11 5'-2" 5'-2" PAD I 4-0 2 STORY S6 U.N.O. ■ ■ ■ ■ // I M I S3 I INDICATES FILLED CELL W3 00 PSI I CONC. GROUT FROM FTR TO BEAM w/ 1#5 REBAR VERT. BO E SLAB. / TYPICAL @ ALL PLAC S SHOWN //� HOOKED FTG. DOWELS 17" HVAC CHASE EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON "GRADE 40 STEEL"- // LOCATION I4'-2" 2'-6" b T 6'-4" ■ ■ 00 cn 0 ;r 0 T M A. I 0�I I II I ■ / - ■ I /�/-! � I I I I TYP. v TYP. @ 2 STORY I // oo // m I I I 2 STORY U.N.O. I / y- ELEV. I 0 I I ■ U.N.O. _ N S6 - I I M /51N CONC. SLAB FALT� PLUMBING / ( I I 3-1/2" MIN. 3000 PSI I STACK r I I CONC. SLAB FOR (� AC PAD iv — iv ■ — J I I HERNANDO COUNTY I IS L1 ONLY 3-1/2" MIN. 2500 I o L _ — — J PSI CONC. SLAB OVER STUB TO I 6 MIL VISQUEEN I T LUP OOK I C VAPOR BARRIER `r' FOR A/C — — — — ■ I I ■ 2'-6" x 2'-6" x STUB UP TO 9 1'-0" W/ (3) I o I #5's E.W. i ih FOR A/OOR I ■ w 6'-10" 2'-8" 9'-8" — — — — — — w z H.W -3 1/2" C K I I o lY �-�.', I S3 S3 I Cn w<0 �'-8" BUILDER TO —1----1 > O m I z Lu PROVIDE ■ ■ ISO O_ z APPLIANCE F' PROTECTION I I TOP OF CONC.1 4„ �o PROVIDE 1/2" x 91/2' ■ 0 Q WHEN REQUIRED PER FBC I PAVER TO BE4" I BELOW FIN. FLR. I I RECESS FORFRT.DOOR M P L u N S3 0 IOW .- I LU I>w I _ I I ■ — -- s3 r 9 I I I o 2'-6" x 2'-6" x 1'-0" N r W/ (3) #5's E.W. 2'-0" x 2'-0" x 1'-0" — C,J. — — — W/ (3) #5's E.W. S3 (2) VERTICALS 2'-6" x 2'-6" x V-0" W% NTILLED CELL I ■ r I W/ (3) #5's E.W. I A 0) 3 S3 I S3 TB I " I o TYP. @ o I in SINGLE �; ------- —�--------- 2'-O" x 2'-O" x 1'-01, STORY W/ (3) #5's E.W. 16'-8„ 111-10,11 16'-0" 1'-10" 5'-4" 25'-0" z0 O~ O U) T FOUNDATION PLAN SCALE: %4'=1'-0" i > W C o C2. v o C 10 V N N 0 N t to d O J Q r N Y 3 ny ccy a� rr N a� >= E o M O CV CV O L(') 0 1, N P J, 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 0a�0Lo �NC1. N OQ 9N(hJ LLJu.LL w a CO .. 2 O �y 0 �i C 5'@N O > 0 Z N N Z U z O < v W El El CD M � Z N r> o g z N z o � � wtn M 2 a U `i LL }J W � V N O V, W o w uad U � W N ;`••e e • U 'o N 0 o co z •7 c co U- w z Q a E -o <@ Q E U o0 z z® p" Fm �� 00 o E o< do O� °z co F— az S wz o �� VJ Ca c <om0 o0 Z m J <z z C.� ¢ ° z z a0 C) o O pp < � o� = r3 �O S IIIIIIIIII1 d W¢ A j0 Ova G O _ Ln 0zn ca ca c� (ei CID T N .—. 0 0 N 111 LO }, o LL LO U CIOO LO m o LO M �— Q N T E E ('ri r CO LO 0 z ' �' E T co E 0 U J Q 0J JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 5