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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 7.7 • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL #5 CONTINUOUS POISONING ',�,; REINF. SEE FND. FOR WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB :;:,;. ',; QUANTITY UPPER 1/3 OF SLAB THICKNESS WHERE , ' : ;� #5 X 25" X 25" CORNER OR FIBERMESH SHOWN ON :,,:' '_',,:' '�.;,: ' ; : _�' '_ BAR ONE FOR EA. 25'-O" REINF. SEE PLAN. FOUNDATION PLAN ... •�. �� HORIZ. REBAR, TYP. U.N.O. .. •'.": , 10-0 „ w z a .':' :.":' ' ,:' �:%.: •' : _ ..Alternate: The reinf. bars shall be „ , cont. around corner by cold 1'_4" 7 -4 1 -4 ' •' bending the bar w/ min. 2'-0" x 2'-0" x 1'-0" bar lap of 25". W/ (3) #5's E.W. L 2'-0" x 2'-0" x 1'-0" S3 W/ (3) #5's E.W. CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" `t r S3 I i 6'-110" I 6'-2" 5'-2" 5'-2" o 00 I 1 TYP. @ AC PAD 2 -8 17 it 2 STORY S6 1 ��„ W •il I U.N.O. ■ NJ ■ ■ // ■ , M PROVIDE 1-1/2" RECESS 1 3 I I FOR SGD DOOR. REFER o 9 I /j / I INDICATES FILLED C LL /3 00 PSI ■ TO MASON'S SCOPE I CONC. GROUT FROM TR T BEAM FOR WIDTH w/ 1#5 REBAR VERT. BO E SLAB. TYPICAL @ ALL PLAC S SHOWN I 9 / HOOKED FTG. DOWE S 1of HVAC CHASE EMBEDMENT W/ 25" E T. AB VE SLAB // BASED ON "GRADE 40 STEEL" // LOCATION I ■ 14'-2" 2'-6" b 64" It I 0 II I I oo I ■ / I L - - j / II_T S6 NP' @ ■ I /��-.! I I I I TYP. 2 STORY I // 00 I I I // `O I I 2 STORY U.N.O. U.N.O. I ELEV. O I I ■ N bo J "N CONC. SLAB 0 o r' — _ — -1 _ALT 2, I„ ,�PLUMBING I I I 3-1/2" MIN. 3000 PSI I ,_8„STACK `� / I I CONC. SLAB FOR O AC PAD I iv — N I I HERNANDO COUNTY I ■ U ONLY 3-1/2" MIN. 2500 1 ■ 0 , L _ — J PSI CONC. SLAB OVER I o STUB UP TO 6 MIL VISQUEEN I co 2ND FLOOR I C J VAPOR BARRIER FOR A/C00 — — — — q ■ I I ■ 2'-6" x 2'-6" x STUB UP TO F, 1'-0" W/ (3) 2ND FLOOR #5's E.W. I M L---FOR A/C --- I --------- ■ 003 6'-10" 2'-8"—,l 9'-8" LU 0 C K I I H.w M -3 1/2" �} Z O S3 S3 I in �—w FU� �'-8" �BUIL ERTO--1----1 0N OJ °al I LU IF PROVIDE■ ■ ■ ■ i O Q APPLIANCE 4 Q J PROTECTION TOP OF CONC./ � PROVIDE 112 x 9 " } Z VO a WHEN REQUIRED PAVER TO BE 4 I 4 I r RECESS FOR FRT. DOOR O O ■ U PER FBC I BELOW FIN. FLR.1 P L M v Ow T U) S3 I zip w I I>w o � I I ■ - - p `I U. N p in r I 2'-6" x 2'-6" x 1'-0" I N W/ (3) #5's E.W. 2'-0" x 2'-0" x 1'-0" Z— C.J. — — — W/ (3) #5's E.W. i- Ow M I;2' (2) # VERTICALS I S3 „ x 2 -6 x 1-0 WAN FILLED CELL I ■ , ) #5's E.W. A o S3 TB �, TYP. @ I in SINGLE cr, -------—L-------- STORY 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 1'-6" 16'-811 16'-0" 1'-10" 5'-4" 1'-10" - - 25-0" FOUNDATION PLAN - B SCALE: Y4'=1'-O" PV 0 c� C" ftl LJJ ar ,ti � w • aw o U CK [� O a M C' n, CO- -o x t M .�NCAN w E w T , ��_a 3 � i'. W G Q N �A ^� a 11�� 4'; do, J•• '•o 0. _ Q y W �V =- p F ••: o 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 - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E C 7 lu, � ie Q w LL y'40 - a. °' o. Z m W M IN 'Si ILW Co N Cl) Z Q J Z oU pp z z � Z � n- V I q1 0 a--+ �„ N �(10 w � V c� o W E o oLL Q a E$�W� Zo z Q E O4 U a L °do m 8 W �w N ° o� J L6 O d' m 0 L0 O .-. O a U) mca N F— Lr) ..� O .2 LO M N O LO 0000 N r Q � j r ui 4� M T_ U) 04 d Z c E O S 2= c a U Q p JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 5