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b 1` 25'-011 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB •r #5 CONTINUOUS UPPER 1/3 OF SLAB THICKNESS WHERE • , ` REINF. SEE FND. FOR 13'-4 OR FIBERMESH SHOWN ON QUANTITY " 10'-0" 1�_g" REINF. SEE PLAN. FOUNDATION PLAN #5 X 25" X 25" CORNER 1 �_4�� 7'-4" _ BAR ONE FOR EA. 1'-4° r HORIZ. REBAR, TYP. ' >• : U.N.O. 2'-0" x 2' 0" x 1' 0" L 2'-0" x 2'-0" x 1'-0" z N = \ **Alternate: W/ (3) #5's E.W. S3 W/ (3) #5's E.W. The reinf. bars shall be cont. around corner by cold TYP. bending the bar w/ min. bar lap of 25". - T S3 — — — — — — — ---- 6 CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL I W O 5-2T-10" N 61-8" 11411 2.-0" 0 SCALE: 3/4" 1'-0" m 4-8zo SCALE: 3/4" = 1'-0" AC PAD M I -4„ 1 ^---^ll ■ 11 ■I I■ ( ■ ■ ■ ■ ■ ALT I I 11 IIACPAD II IIIr ------------------ ---------- — — — — — — — — — I l ! I I p TYP. @ PROVIDE 1-1/2" RECESSI HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE 1 0 BASED ON ■ j111 LOCATION1 TO MASON'S SCOPE FOR WIDTH I INDICATES FILLED CELL I r ■ 1 1 1 W/3000 PSI CONC. GROUT 1111 FROM FTR. TO BEAM 1 11 W/ 1#5 REBAR_VERT. _ _ C.J. 1 1 ABOVE SLAB. TYPICAL S6 I 1111 @ ALL PLACES SHOWN I I 00 (HOOKED FTG. DOWELS 1711 I TYP. @ 10 'EMBEDMENT W/ 25" ci r — I 2 STORY III I I I I*XT. ABOVE SLAB "GRADE 40 1 1 o I STEEL" I Ilj j I 11 I I--J I Cn ■ I 11 III a • 11 I I I 11 1 II � Y 0° 1 3)/2 MINA 000 PSI CONC. SLAB III co CO FOR HERNANDO COUNTY ONLY 13Y2" MIN. ��00 PSI CONC. SLAB OVER 1 6 MIL VISQVEEN VAPOR BARRIER I C.J. _ _ ■ ■ j 1111 164" 5'-311 2-5" 12' " PLUMBING LINE TO SECOND FLOOR _ o v _ I 11 r cc I T M I 1FtIN CONC. SLAB ------- -- I 11 I o ■ o I 00 4'-0"x3'-0"x1'-0" 11 I 2'-0"x2'-0"x1'-0" I o 0 W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W.7 10'-71/2" c0 I I ih 1 ■ — — — — — — - —----------------00 ■ 00 ■ 1 --------- --- 4" STEP 3 1/2"- I - S6 ILi DOWN C I oo I M 00 61411 10„ MIN. S3 1 '-10" ch I LO TYP. @ 2 STORY 1--------- — K 1 I S3 I 31_0 II BUILDER TO PROVID I j w APPLIANCE PROTECTIO in TOP OF CONC .I RECESS FOR FRT. OR I p 1 WHEN REQUIRED PER FBG PAVER TO BE 4- I I � BELOW FIN. FLR. I PROVIDE 1/2" x 91/2 I 1 I 1 9'4" 9'-4" I ■ OPT. 1 TANKLESS 1 41 L I ■ —t— — — --I— — C.J. — — —I— GAS WH op S3 1 0uj N I TYP. @ 1211 I I o C7 > Z ENTRY 1144" I '@ O U W/ (3) #5 E.W. SINGLE T O I N (2) # VERTICALS OPT. GAS I ■ STORY Sir 14 IF CNN W/IN FILLED CELL STUB OUT I • A o Z � 1 1-0 - I rA i r q 3'-0"x5'-0"x1'-0" N S3 I S3 I HB o u- r W/ #5 @ 8" O.C. S3 o Q u7 E.W. L— — — — — — — — — — — — — — — — — — — — — — — — — — -j 9 � 6'-4" 25--0" 16'-8" 18'-8" 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 O } Z 0 O O 1 U- N z0 o 1-- 0 N r FOUNDATION PLAN-B SCALE: Y4"=1'-0" O N c Z c C W CL u a� CM_ V M N LPL d H C o y -G N t Q d N y N Y da:50) d � e 3 $ a 'acz20', � E V .......... '�. u se \\N, 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 N O N g °1 N 6 T # 0 LL W 05Mv a a a cc U. wa Z 13Z .'j L N 6 Qi :GA 9 N N CO m J Q W rIL 11 °�pjZ O' J w Z 'Lo MZ V N 1: N O L) ❑❑❑ z W z N M o z co co z Q a � N - V I V 4-1 W N p a ll W ,0 v I �N .. U c m E I =�~ U o • c � d —o B o z w M �< O � Z Q � E -o Q Q a p w1z z® V6 o E M0 K U �< o0 Do gz z o `6 <o ww �J �< mo LL Z z m J -2 m Q W j ¢ O g Z z W U. o �w <o .z v zi< a o 3 .20 = �L O c� N O co Lo N Cr U) m N M 75 O T N Lei �... Q T T LO r M M o z z E N E y m c o E m U -j Q 0 1 3 JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 5