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W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. -I 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W co Z CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. °•` SEE FND. FOR ' QUANTITY #5 X 25" X 25" CORNER BAR ONE 4 y FOR EA. HORIZ. REBAR, TYP. U. N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11 /2"=V-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) O 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 A 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 PLATE, 5" L 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 M24 BOLLARD DETAIL 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'-0" 14'-0" 12'-8" 3-8" 7'-0" T-O" T-8" 7'-0" 3'_4" 3'-4" 7'-0" 3'-8" AC PAD AC PAD N L A A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI A t I I a — 2'-6 x 2'-F x T-0" /� �\ wl (3) #5 E.W. 5'-0" x 2$" x 1'-0" wl (3) #5 E.W. _ 2-6" x 2'-T x T-T ■ I I ■ wl (3) #5 E.W. r-4 1— // I I \ 00 7 o ;t I II (2)#5VERTICALS I I ! o\ 1 I I II WIINFILLEDCELL ( ■ // (2) #5 VERTICALS /, I I \\ ■ \\ _ (2)#5VERTICALS 50 ■ I I' I WIIN FILLED CELL - I ,/ \\ 1 WIINFILLED CELL (2)#5VERTIGALS �PVCACCHASE OP ,/ 1 1 \\ � �`� 00 MNFILLEDCELL I I c� I 2'-10' 8'-0" iq 1'-6" I // \\ I 1'-6" $-O" 2'-10" M II 13'-0" 8'-0" f I T, _ _ /! I 1 - \iT _ 11 r PROV DE 1 Y2"RECESS FOR I I PROV DE 1 y"RECESS FOR r Y --I I I ■ r SOD. REFER TO MASON'S M j 1 \ SGD. REFER TO MASON'S M I I ROVIDEI%°RECESS FOR II - SLOPE FOR WIDTH I I S3 /( I I \\ I SLOPE FOR WIDTH - cP O r SGD. REFER TO MASON'S I I 1 M SLOPE FOR WIDTH I II S3 2 g"x2' 6 x 1'-0" 3 I 3 \\ 3 w/ (3) 95 E.W. I I 1 I // 1 \\ 1 1 I `\\ I ■ 1 II I I I I /�// I I I \�\ 3 i 4 PVC III CHASE r PVC AIC CHASE OP TYP. zo ■ I I ii \` ) I I /j L0 I M \\ FILLED CELLS@PARTYWALL \ °) I ° \\ TOBE6'-8"0.C.MAXAND@ co 1 Y-O" ELEV. I I // \\ EACH BEARING WALL LOCATION----,-------,;,. Ep \\\ �/ I FIN CONC. S B I I o i M I M \\ I I I� `�I I FILLEDCELLS@PARTYWALL 0'-O" ELEV. // \\ 0'-0" ELEV I 1 ■ II TO BE6'-8"O.C.MAXAND@ FINCONC.SLAB // �) II II ( // \\ FIN CONC.SLAB \\ II iD EACH BEARING WALL _ 00 I I LOCATION Cl) I I� ■ �-- __�.,,_ — II I II��\ �i I / u — - - - - 3'-6' I I I I I PYSLOPE =118" — — R LESS =_ — — // G.C. COR -- T/SLAB OP G.C. CORD. \\ T/SLAB 7 I 11 r 1 I \\ // \\ / I I X I d w IQ" MAIF \\ I I m / 00 \\\\ II 12'-9' l 4'-9" I \\ I //// I I /// I I I to I I G.C. CORD. I J � / �� c 1 PROVIDE112" x 9 1/2" T/ SLAB ( � 1 /! I \\ 1-7 RECESS FOR FRT. DOOR I I — Ire �) I // \\ I ( 4 l i ELEV. APPROX.1.1/2"BELOW F,F, / II rg , _ I Y II I 4-I r -- / I 1 o `) 1 )1 f I I // FILLED CELLS @ PARTY WALL \\ _ r -� TO RE6'-8"O.0 MAX AND @ I h (JII \\ I I I IIII'' d ♦ ELEV, CAN BE NO MORE THAN 1-112" I I - li f (�If - 1I 8'-24" EACH BEARING WALL 1 It 8'-2 " 1 LOCATION a a, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2I- - - r 1 ;- THRESHOLD. FIELD VERIFY II I I I ■ II G /' G o G `` y co -63 ( I S3 26xr-o° J L cam 2s°4//'E.W. S3 7 1 2's°x2s"xr-0°O" #5 E.W. wl (3) � _ e S3 —��- — — I I � � — ��—tv \\ S3 ■ I L I � i �I I 11� / N —r' l I I I N — — —'--' —N I ll o -� — �' ■ i' i I I III I I M c7 I O -"1-5 91 iv i > 4" 2' 0"11 3' 0" 2' 1 1 4 10'-10" Mir �v 10'-10" 1 15'-104' 11 `° / — T M 15'-104° 1 1 ■ 3'-0„ x 3,-0" x 1'.4„ wl (4) #5 E.W. I I 1 / I L CD I W.H. / L1 �� Lo L� co - r, ,- _ -31/2' 1 — — C o — — — — — — 0 1 -311T C.J. - - - / \ r ; r /✓ 1 3112 ■ I FM24 X W.H. � N K � I 1 I '- K `V -; H. X 1 I _ 2, 74,.1 o? � s3 2, 74 1 M I I s3 BUILDER TO 1 I FM24 I I 1 a PROVID 1/2" x 9 1/2" 1 FM24 I ROVIDEI/2" x 9 /2" ■ I o PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FR .DOOR60 I I M n � APPLIANCE I PROTECTIONI I UILDER TO PROVIDE I I N BUILDER TO PROVIDE `� � APPLIANCE PROTECTION jo I —�' O l— I — WHEN I HEN REQUIRED PERFB I I WHEN REQUIRED PER FBQ 1 REQUIRED ■ ■ ■ ■ I PER FBC I I 12°MAx. / I I 12"MAx 1 10'-6" f� 1 ■ I I N I 1 w I I I °P ELEV. APPROX.1-112" BELOW F.F. I I L I r I 1 1 r ELEV. CAN BE NO MORE THAN 1-1/2"1 0 o 1 J.�, IJ oo 1 I BELOW TOP OF EGRESS DOOR `�' JJ•• J '�' I pp CV THRESHOLD, FIELD VERIFY L — — — — I L — CD1 — —� ---I CD - I m 7'-84' 8'_1" 11'-24„ 1 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ 1 1 1 _ L 2'-4" 7'-0" 2'-0" 2'-O" II 7'-0" 2'-4" o, L ELEV. APPROX 1-1/2"BELOW F.F. S3 I ■ S3 I ELEV. CAN BE NO MORE THAN 1-1/2"BELOW ■ I I TOP OF OR o K 3 I 4'-0" 11'4" 11'4' 4'-0"� I THRESHOLD. FIELDRESS VERIFY IS3 FP-1 1 I I co I I 1 1 1 °° 0 I I I _ co — --� L — --_j L-- -- —i L J.1 ■ ■ ■ ■ � ..P1 G S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-O" 4'-6" WIIN FILLED CELL W/IN FILLED CELL WON FILLED CELL 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 164" 154" 1'-10" 8'-0" V-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" CV N ev V .9 .C2 ® ' L, o � a CS .C2-9 m x .�c' .. ::4 d 3 ` CP `� d ' m CL) � C= A y C,.= --- - <° Ca Z t-' ®eW 14fr• •�'• N S V �oo ot F N �•� � F � a i ti�'l�l��xa 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 Engineer's signature and seal. N d E O co Q o8 N p &,n W C 9 r C 0? N 3 Lb L J LL 55 Z — O li Y 6 13 w o z � W �'—N c0 W N2a'rn m0 N Z IL Z co ZN OU 00 W M (per z N O o z � N z � � Q � W � V 0 w c U eI W E U o vm C C/) Q a N 1 III, w M M M ma zo z U- Li z o r oLL¢N a E a E z® — O000 �¢ oa o E N a= aZ �w • ra <� m� 0 U z� z� [� w 0 j 0 U W Q U wLL �g az mw =� �& �a o J 0 o IIIIIIIIIII� v zl¢ 3 0 .` N 6 co N 0 LO Cm O CO C O T Q 00 v) Fob C� O O N LO N O 4—IZ 0-) Q T Q T LO C.0 r o E C N y Z z E ca a U -j Q p JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 9 s