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W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN LU CONTROL JOINT DETAIL SCALE:1 112"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) 0 INDICATES FILLED CELL W/3000 PSI CONC. W/(1)#5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL BASE PLATES 1 1 5„ SECTION A -A 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 rFM24BOLLARD DETAIL 2 4 SCALE: 3/4" = V-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 TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL SYMMETRICAL POISONING 26'-8" 27-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-O" 14'-0" 12'-8" 3'-8" 7'-0" 3'-0" 3'-8" 7-0" 3'-4" 3'-4" 7'-0" 3'-8" N L A AC PAD :ACPAD: A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 53 LANAI + + N 2'-6"xr-6"x1'-0" —I 2 6" x 2'-6" x 1'-0 ■ I 1 ■ w/ (3) #5 E.W. // \\ wl (3) #5 E.W. wl(3)#5EW. �1A- �} II // \ _ 00 ,It II(2)#5VERTICALS �� 11 MIN FILLED CELL ■ I I/ \\ ■ O I I I (2) #5 VERTICALS // I I \\ _ (2) #5 VERTICALS 80 ■ I MIN FILLED CELL I ( \\ I oo WHNFILLED CELL S PVC AIC CHASE 2 #5 VERTICAL60 WIINFILLEDCELL I M I 2'-10° $'-�" 1'-6° I f/ 00 \\ I 1'-6° $'-D° 2'-10" II - // I \\r 3'-0„ 8,_0„ 2, 0„ I 11 — _ 1 IIIILA . I-"— I I ---- — -� T/ r ROV DE 1Y"RECESS FOR I I \ �- ROVIDE 1y" RECESS FOR9-3112" r 0o - —J I I ■'rROVIDE1VRECESSFOR F- SGD. REFER TO MASON'S M f CD \ SOD. REFER TO MASON'S II SLOPEFORWIDTH 83 I // SLOPEFORWIDTH . REFER TO MASON'S I 1 PE FOR WIDTH I 3 I 32.6"x2'-0"x1'-0" M I wl (3) #5 EW (( ■ I IIit I) I I A S3 i i oo 'I PVC A/C CHASE �/ I o / PVC A/C CHASE \ o0 `i ,I `° \ ` � I TYP I �,J I //' o CD I o i II ■ I II ) I // Cl) \\ FILLED CELLS @ PARTY WALL I TO BE6-8"O.C.MAX AND @ 0'-0" ELEV. I I o ch — / EACH BEARING WALL LOCATION 9 \\\ V• I FIN CONC. S B I I o FILLED CELLS @ PARTY WALL 0'-0"ELEV. // // C) II (\ \\ 0'-0"ELEV. ■ TO BE6'-8"O,C.MAXAND@ IFIN CONC. SLAB II // \\ FINCONC.SLAB \\ EACH BEARING WALL = 00 // '41 \\ LOCATION V I I ■ C.J. _ `' — — — (— I I - rI — — // — 7'-6" — 7'-6"— I I I IG +a I Ni YSLOPE =118" — _ _� _ // G.C. COR _ G.C. CORD. \\ P� 1`0" OR LESS I T i i r — — — I \\ // T/ SLAB 00 T/ SLABCD oo 12"MAX 11 1112 '-9„ co I I ®\ Co I I (° F-_ I I I 4'-9„ \ I // III I / //� \\ /./ U PROVIDEI/2" 9 1/2" I G.C. — x T/SLAB (j'.T-71 RECESS FOR FRT. DOOR I I — , / i ) I 7 ELEV. APPROX. 1.1/2"BELOW F.F. I I r — // I T II O I I I o J II I I // FILLED CELLS @PARTY WALL \\ r — 1 TOBE6'-8"o.C.MAXAND@ I\ h (J \\ I I II ♦ ELEV. CAN BE NO MORE THAN 1.1/2' I I` h ��II — II // 8'-2' EACH BEARING WALL LOCATION \\ 8 -24' L — a, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2�-— — _ —, \\ — — r— THRESHOLD, FIELD VERIFY ■ co p S3 I I I �I O I� _ �3 I I /�' 2'-0° x 2'S" x 1'-0" S3 I I I �— #5 E.W. 2',6" x 2'-6" x T-0" \t\ I y #5. E.W. L r 7,�n I 1 — — mod, 11 wl (3) Wl (3) \\ �Iv — — —I „ S3 —�� — — I I F _ I ��— S3 i� ■ I � � 11 ,�� r ll I I N II o — ■ O Il I 1 i•� i+') I a r — — — — — — II N I III I 9 2" ( I 1\ 9'-2" I N 15_ 2, 0„II 3, 0„ �) 2, 1 10'-101, Q Miv 10'-10„ I / _ I' 15'-104" I m CT 15'-104' ■ 3'-0" x 3' D" x 1' 4" M (4) #5 E.W. , 1 = \ W.H�/l U / 11 vF 1 J _ _ J -3112" I — — — — �— — — — — I -31/2" — — C.J. _ I \ r I r / 1 �' ■ FM24 Y W.H. N K I I K N \� H. I I _ 2, 74„I 2, , , S3 S3 2' 74 I <> I I K s3 _ I I I � BUILDER TO I FM24 w I PROVID 1/2" x 9 1/2" I FM24 ROVIDE11/2" x 9 /2" ■ 50 SO o PROVIDE y I RECES FOR FRT. DOOR I I ECESS FOR FR . DOOR Cl) n APPLIANCE I `rN UILDER TO PROVIDE c2 I PROTECTION L_ i�i BUILDER TO PROVIDE I I CD - I I I I PPLIANCE PROTECTION — �r I d — APPLIANCE PROTECTION o Pi WHEN HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC `t I I REQUIRED ■ ■ ■ ■ _ PER FBC 'I I iz"MAx. / I I ilz"MAx. I 10'-6" ■ I I N I I I OP ELEV. APPROX. 1-1/2"BELOWF.F• I _ w I O I I I "' I - I T ELEV. CAN BE NO MORE THAN 1 112"I Lo I I � I o �J, IJ I I BELOW TOP OF EGRESS DOOR `�' JJ•• y I �' oP pp CV THRESHOLD, FIELD VERIFY L — — — — — — — J co 7'-84' 8' 1" 11'-24„ 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ L 2'-4" T-O" 2'-0" 2'-0" II T-0" 2'-4" L ELEV. APPROX.1.1/2"BELOW F.F. �MORE ( I s3 s3 I CAN BE NTHAN I 112" ■ ( , IELEV BELOW TOP OF EGRESS DOOR 3 i I I 4'-0' 11'4" 11'-4" 4'-0" I THRESHOLD. FIELD VERIFY FP 1 I9 I I 60 o I I I O0 I I I zoo L — --J ; L-- -- J L �— — — — — — -- —j■ ■ ■Ar 40 It ■ ■ ■ ■9 J.1 J.1 + S3 + J.1 S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIIN FILLED CELL W11N FILLED CELL MIN FILLED CELL 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-01, 1'-10" 15'-4" 15'-4" 1'-10" 8'-O" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" i�UN; 03 X C ' � ( LO V C y (D n — C n C, Co (D 15 L 0-. 0 S3 ;� 0 0 a. 0 Uj i .� 4•• N IcDb U v�'-�Q 444 0 rLO 'e To the best of the Engineers 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. 0 W E 0 8 o a .� m r o N M U) ". J LL LL LU a — a a u) Z m c � 0 i Eac? o N ��pj O� w m .1W� ` 04 c`CL IL �') Z ¢ J z cv O U W V M � Z (MV M 0 z N � n � Q rz r V) z v o (6 w U Ow o c/) c N �N � U w U L Q co w M w p Z c J O p 0 Q N Q E Z© XO OO °� za� N ' ap ww fu c - c Z2= oY g mo Oz Zr >Z Z � �oZo O; �O o- a w W U 3 i z a� J � J= w =3 �� o co �7 m a r S c ^, > Ln m 0 j to 1� r O 00 a� CID ¢i M � T 4 00 T W m Q +J N +_• C 0*) N :? CN Q OO co T LO V) r a) W o c E d ca c cu a E U -j ¢ 0 JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 9