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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 • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND 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 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z w � CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" #5 CONT REINF. SEE FND. FOR 1 QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. q °a' REBAR, TYP. U.N.O. a'y: u TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. ° d°21 d d d ° d ° ° d (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I AL o � 5„ L SECTION A -A �A SCALE: 3/4"=V-0" 0 T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 54'-4" 18'-0" It18'-0" it18'-4" 13'-4" j'-0'-0"u " 13'-4" T-8" T-8" 13'4" t1'-4" VERIFY T-0" x T-0" x 1'.0" LPJAD LOCATION OF A/C w/ (4) #5 E.W. — PAD HOSE L BIB 74' x 2'-0" x T.0" S3 w/ (3) #5 E.W. CONDENSATE I ci LINE -4" ELEV. FIN. 1 o CONC. SLAB 1' VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD (2) #5's L S3 74' x 2'-0" x 1'-V HOSE HOSE 2'-0" x 2'-0" x 1'-0- w/ (3) #5 EW. I w/ (3) #5 E.W. ic> CONDENSATE CONDENSATE 1 4" ELEV. FIN. LINE I 11 LINE CONC. SLAB a 1 2 I I 2 _ l�'-1(1" 3'-1(1" �'_R" . ?'_R" 3'_i fl" 3'_1 fl PROVIDE 1 " RECESS FOR _ _ I PF DVI[ I I SLI ING G1 ASS DOOR. REFE TO rT DIN-( LI MA ON'S S OPE FOR WIDTH 1 1 M SON � CEOVIDE MA ERLINE FORes INDICATES FILLED CELL W/3000 ( I I S3 1 I I PSI CONC. GROUT FROM FTR. _ TO BEAM W11#5 REBAR VERT. 11j,I J I ABOVE SLAB. TYPICAL @ ALL T PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 I "� STEEL I 1 00 I I 1 DIRB1SINWEM/ I o? I I 1 `D DISRIDSRDSAL - C.J. z° _ - - I JL_J 1 I == J L= _--E3- I 1 1 5'-93 , 12'-2$" W01 I I I I PW( D1 I I D1 zo CU ^� II 111 1 I T-10" 1 4'-2" F_ 1Y"RECESS FOR ILASTIDO-7 RM R TO -— SCOPE FOR WIDT I I J 00 PROVIDE LINE FOR -au I 1 ICE MAKER D1 1 ( 1 3)/2" MIN, 3000 PSI CONC. SLAB FOR I� I I f I HERNANDO COUNTY ONLY. 3%" MIN. I` I) �� I I T I �� j J 2500 PSI CONC. SLAB OVER 6 MIL. - ji L e VISQUEEN VAPOR BARRIER l DBL. SINK w/ 1 ( 00 DBL. SINK w/ C.J. _ _ _ DISPOSAL CO DISPOSAL. _ _ _ C.J. �=I (_ — I IIII �) II �) III III �� II l� IIII I I I IIILJL. JII I I I 11L JI I I L—JL====J E==__ �- I -E 12'-2g" 5'-98" 5'-102" 12'-52' PWO1 L S3 IU OIL 4" ELEV. FIN. CONC. SLAB o J C1� e, o" I I I 1 1 1 0'-0" ELEV. 1 1OIL 0'-0" ELEV. 1 I I FIN CONC. SLAB I I FIN CONC. SLAB ®� _ C.J - - - I- C.J. GG S3 1 I I @FOUNDATION I 1 Z 0" 164 r I I I I IL jtj CD 1 1 1 1 J I I I I D OP H W/ I " ( �RDVIDE 112"RECESS FOR _ i _ _j S3 P OVID 1/T RECESS FOR I FONT OOR. REFER TO RONT DOOR. REFER TO �----_j '-1 OT, SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I40 FM I I 4' fI 10'-6" I O, 4, O„ 1 J_8„ 4,_0„ _0„ 0,1 o IOtt— -4" ELEV. FIN. 00 0 CONC. SLAB 1 coI I I PWD1 I 1 1C.i. 0 2 I I o LO j o "' C.J. _ + C.J. o09 o ( I I I ELEV. APPROX. 1 v 1 ELEV, APPRO3t I I 1 ® 1-1/2 BELOW F.F. T 11-112 BELOW F.kIifl I I I 55 ELEV. CAN 6NO ELEV. CAN BE MORE THAN 1 I MORE NO THAN 1- BELOW TOP OF 1 1 BELOW TOP OF EGRESS DOOR°P EGRESS DOOR 7-6" x 2'-6" x 1'•0" I "' THRESHOLD.`' ( I THRESHOLD. LO o I I I w/ (3) #5 E.W. ih FIELD VERIFY 1 I 1 FIELD VERIFY = I S3 I— _ — — — IIf OP L L S3 I S3 (2) #5 VERTICALS HOSE HOSE I " W/IN FILLED CELL BIB BIB 13'-4" F/ - _JIB PROVIDE 1 Z' RECESS FOR -F SLIDING GL kSS DOOR. REFER TO I I 55- MA N'S SCOPE FOR WIDTH I I 1 D1 PROVIDE LINE FOR M ICE MAKER I S3 r T-1011 I 13 -10" 4'-6" 1 F_7 1 I r-7 I I I I I I 1 T D'-D', ELEV. T FIN CONC. SLAB 1 1-7 I GG I S3 I 1 S3 I @ FOUNDATION 1 1 I I 1 ( @ FOUNDATION I 1 6'-0" I I 2' 0" -ICI 10 - IL iI II iI 1 I I\l► I I I I I I I I^ ELEV. APPROX.1 I I I I 1-1/2 BELOW F.F.) V\ I I I ELEV. CAN BE NO \\ j I \ �/1� — — — MORE THAN 1-112"1 ■ BELOW TOP OF1 EGRESS DOOR THRESHOLD. FIELD) K N W.HI i I IH VERIFYI (0 S3 t_L � _ _ I_j S3 jo PROVIDE 1/2" RECESS FOR I I FRONT DOOR. REFER TO 2'-10" '- 04" MASON'S SCOPE FOR WIDTH FM24 FM24 ® ® ® ■ ' I I I I 4" I 10'-6" 10'-6" 011 '-011 4'-0" '-0' I 1-4" ELEV. FIN. I I io -4" ELEV. FIN. � j CONC. SLAB PWO 1 II CONC. SLAB _ _C.J. i _ I - C.J. o I 1 0 -' 3'-0" x 3'•0" x 1'•0" 5'-8" I I I I w/ (4) #5 E.W. b L N 1 LO I LO S3 S3 55 I I I 55 D1 1 1 D1 2'-6" x 2-6" x V-0" I 1 I I I ■ 1 wl (3) #5 E.W. 1 I 1 o L1 M A J I 1 J S3 S3 I YS3 ` "SEE S-3 FORECESS OPT."eo I N — — J HOSE BIB 54'-4" (2) #5 VERTICALS -/ \ I (2) #5 VERTICALS W/IN FILLED CELL___W/IN FILLED CELL 8'-0.1 1'-8" 1'-8" 8'-01, 11'4' 11'4" 22' T-0" x T-0" x V-0" w/ (4) #5 E.W. A S3 55 TYP. @ 2-STORY U.N,O. 0 10 I - - CD -0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" ch CV o - � N � C1� o Z C, m � x 4' , (� t,=m 5 CC =`° Z1. I� = E A C ' tJ N 0 N v N 0 ,♦r,lililllt17!! A: LE ♦♦♦♦� • N i,"00� �� Cj .� No PE78750 STATE OF • 44, 0 R N AI I+♦♦♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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 S N 4 O R N v ♦/,y C14 V 7 N LL LL NrnrrNi� c a a Q c a S J L: 0 Z —a o X Lmv o Do Lu ogNv . W r m rn � W J w �. LO 00 C7 Z V OU) LL LL FZ- OU ❑Q❑ Z W v N O o co � � Q — — ti N Z � `o !�0 1 /7-1'[ ifs O�a u.s o t/1 U) U k— J � m z > I L � U o y o o U_ oZ w Z CE oo<� - E 0 wE zo o E g� o ar Qz w g wz cn c � Y 01 01 O � G O U � � oLL� ¢o az 'S t - LD o ` >o M V d ti OU zIG 3 T" > o0 ♦T 0 N i— Co 0 Cfl OO CO 1�= LO T '—' C10 E)o U m T o04 ;+= M L0 O 04 LC-) ai Ca N z M o o Z z E T y t— c d v a) U J Q c _-1 JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. 2.2