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I I 1 11 - - - I I I I , -I Li _ I I I I It ---I I I - - -- _ ! I III '.II I I — 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 FILLED CELL LEGEND E CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. --, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE:1 112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1112"44' CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. ° °a d d � Yd n— d Q ii � a d O a d T (4) #5 - REBARS CONT. 4" 2'-0" 4" o CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN ��j SCALE: 3l4" = 1'-0" 111 :Jo T-0" z T-0" x V-0" w/ (4) #5 E.W. — 4 v N 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. — 79I_QII 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" 3'-8" 3'-8" 13'4" '-0" '-0" 13'-4" 0 3'-8" it 3-8" 13'4" VERIFY 70 VERIFY T-0" x 34" x 1'-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C L (2) #TS PAD PAD L PAD L PAD (2) #5'S L S3 2' 0" x 2'•0" x 1' 0" SE HOSE 2'-0" z 2' 0" x 1'•0" S3 S3 7 0" x 2' 0" x 1'•0° E HOSE 2'•0" x 2' 0" x 1'-0" S3 w/ (3) #5 E.W.��CIR w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. — — CONDENSATE F CONDENSATE d — ( 0 CONDENSATE I F — -- CONDENSATE OIL -4" ELEV. FIN. LINE LINE -4" ELEV. FIN. 1 -4" ELEV. FIN. LINE LINE -4" ELEV. FIN. o CONC. SLAB I 1 o I CONC. SLAB 2 $ CONC. SLAB I 1 I o CONC. SLAB 2 _1 I ; 2 1' 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6' 8" - " 68" 3'-10" 3'-10" 2'-8" 2-8" 3'-10" 3'-10" 6'-8" 1' " 4" •4" I 4„ 4„ ■ ® ■ ■ ■ ■ ® ® ■ ■ ■ ® ■ PROVIDE 1 z"RECESS FOR PROVI I —I E 1 y"RECESS FOR I OR _ PROVIDE 1 Y�" RECESS SLICING GLASS DOOR. REF R 0 I I SLIDIN LASS DOOR. R=TO SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WID I I I MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR IDTH I I I PROVIDE LINE FOR LINE FOR I Ar ER I PROVIDE LINE FOR 5 E ICE MAKER D1 i D1 PROVIDE LINE FOR ICE MAKER S3 3 ICE MAKER S3 r I INDICATES FILLED CELL W1300 I �� ) _ '- = PSI CONC. GROUT FROM FTR. (J I I I ' I r 17 3 z" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y" MIN. I r TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL I L 2500 PSI CONC. SLAB OVER 6 MIL. I I PLACES SHOWN HOOKED FTG. L_ LJI VISQUEEN VAPOR BARRIER I DOWELS 17" EMBEDMENTW/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL DBL. SINK w/ 00 I DBL. SINK wI I o0 rD DBL. SINK wI °D �O DI L.SINK w/ C.J. — ——DISPOSAL:CO __ DISPOSAL r C,J, _ _ _ _ C,J, _ —_ — DISPOSAL _ _ _ ISPOSAL_ __ _ C.J. III(,) r�II II III 1 1 III r,II III' 0III L __1L —r J �JLJ�_� 3 L�__1Ll- I r ��_� E3- 12'-5" 5'-11 " 5'-11 " 12'-1 " 12'-1 L 5'-11 "1 5 L 12'-5" 11 " ® PWO PWO PWO D1 — I D1 I D1 U C.j Cj Cj ca I I � I cD co 14'-6' S-1 I S-10" 4'-2" I 14'- T-10" 1 3-10" 14'-6" i OIL 0'-0" ELEV. ( I 0'-0" ELE FIN CON . SLAB I 0'-0" ELE FIN CONC. SLAB I I i 0'-0" ELEV. Q I I r = ED o Co ® FIN CONC. SLAB I I FIN CONC. SLAB - -� — — C.J. 00_ C.J. _ _ C.J. —+ 00 00 I C.J. GG GG GG GG S3 S3 S3 I I @FOUNDATION I I @FOUNDATION I @ FOUNDATION I @FOUNDATION 1 '-4" 2'�0" 16' 0 6'-0" 20"1 16'- " 2' 0" I 00 %I 0? I olil a0 I in I_ i7 FDA (ELEV. APPROX. I ;: I I I r; I I I I r; i ELEV. APPROX. 1-112 BELOW F.F. I I 1-112 BELOW F.F. (ELEV. CAN E NO I / / \) ELEV. CAN E NO MORE THAN `—— l I t_�, I (/ � MOE THAN BELOW TOP OF4I — J BELOW TOP OF EGRESS DOOR I EGRESS DOOR THRESHOLD. FIELD / \ / / \ / THRESHOLD. FIELD VERIFY PROVIDE 112"RECESS FOR K S3 CO r iv H l l `� H.W / N .1A K S3 I `° PROVIDE 112"RECESS FOR PROVIDE 112" RECESS I- R K S3 `� r l iv W.H H.W / V �� CO N K S3 VERIFY PROVIDE 112" RECESS FOR FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH v I 2'- Oj' I 2'-10 " I v FRONT DOOR. REFER T0� I MASON OPE FOR WIDTH FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH v I I 2'-104" 2'-1 Oj" I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH �11FM24 FM24F FM24 FM24 04 ■ ® ® ® QD ® IID 01) ® 0➢ ® ■ 4" 4" -4" -4" / / / I -0" 4'-0" '-0" 0" 10'-6" 10'-6"[10" '-0" 4'-0-" 1' 1' 8" 4'-0" 0" 0" 10'-6" 10'-6"[10" '-0" 4'-0" 2'-0' ;n -4" ELEV. FIN. CONC. SLAB -4" ELEV. FIN. CONC. SLAB ih v 4" ELEV. FIN. CONC. SLAB I I 4' ELEV. FIN. CONC. SLAB ;n PW01 I ® ® PW01 U C3 I 2 I =Xx Cj U ) C.J. 00 _C.J. o co �G.J. o C.J C.J _+C.J, _ wo - V T-0" x T-0" x V-0" 04 I r I ELEV. APPROX. I 3'•0" x 3'-0" x V-0" 5'-84" V-4"5'-8" ELEV. APPROX. N L o S3 S3 `n wl 4 #5 E.W. () o ® F- •- 1-112 BELOW F.F. 1-112 BELOW F.F. ® q I 10 wl (4) #5 E.W. o LO L N S3 S3 55 I I I I 55 ELEV. CAN BE NO I ELEV. CAN BE NO 55 I I I 55 D1 D1 MORE THAN 1-112" MORE THAN 1-112" D1 I D1 = BELOW TOP OF BELOW TOP OF = 7-6" x 2'-6" x V-0" Y 10 EGRESS DOOR 0O in EGRESS DOOR 7-6" x 7.6" x 1'.0" 9 w/ (3) #5 E.W. THRESHOLD. THRESHOLD. wl (3) #5 E.W. q A n FIELD VERIFY FIELD VERIFY M A I I I �F S3 q "SEES 3 FOR 09 A,S3 TOP 0o S3 ■ = "SEES 3 FOR o + v c0 RECESS OPT." RECESS OPT." `n J HOSE HOSE BIB — - -I- L L N 00 q BIB S3 S3 HOSE BIB (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL IN WIN FILLED CELL FILLED CELL WIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-8" 1'4" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 1 V-4" 11'4' 10 6-8" 0 6-8" 10 7'-0" 31,10 4.1, 22'-8" 4 13'4" 70, 22'-8" 7,-0" 72'-8" T-0" x S-0" x V-0" wl (4) #5 E.W. 55 co D1 d' TYP. @ 2-STORY U.N.O. 0 O ih Y M CD M T-0" x T-0" x V-0" w/ (4) #5 E.W. 0 v) FOUNDATION PLAN SCALE: )/4'=1'-0" M O N Z c c W o a F— o_ Li V CV N C iL Cl- U) .0 N � E _ 3 03 m 7 y u tz U N N Q-� c E w M CV O cfl 2! O 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 Engineers signature and seal H Q - E o 2 N chi VCN 0 60' � N °46 LL Q N LLLA- J 5 d Y Z Z 0 o �i =a� ) '� N CO 0` M u1 Q W W U5 °' °' d m I- w ILz 0 6 N M Z 0 U 0 F O U �Q� t W OD rygO ` n 0 Q M V) CD Q) X--J Q U s � s I a Y N O� 2 U_ v <ei E (O �G iIP o ; r Z C Z Q) m__j b w ? F 9 F- tt G 1 V zli d .`s O > CO _ (D U co rn C114 a) 0 O M O c� MU_ 0 04 T E _ co T pp ° m O r I`• co N17 L 1 p Lf) Q O (CD 00 N O L04 O (Mter- N U-) W M 0 z E E FL ci _j a o j JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 2