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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 . W CONTROL JOINT DETAIL SCALE: 11/2"=1'•0" `d #5 CONT REINF. °y SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE `v FOR EA. HORIZ. REBAR, TYP. U.N.O. - �• _ _ v•v� v•v� .v� •° TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=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 WI 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 1 BASE PLATE All- -- - LZ in W 5" 01, 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 rFM24 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 vv - 26'-8" 27-0" 26-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3'-8" 7'-0" 3'-0" 3'-8" 7'-0" 2'-8" " " 2,4„ 7-0" 3'-8" 01 1, N L A AC PAD AC PAD A L N L TYP AT AC PAD 2'-6" x 7.6" x 1' " S3 S3 S3 S3 S3 S3 S3 LANAI w/ (3) #5 E.W. IIII + 1 FIPR 2' 6' x 2'-6" x T-0„ wl (3) #5 E.W. ■ I I ■ � ■ _ _ (- — — /J \\ CID 11 ; ( / / AA \ — -I w/ (3) #5 E.W. \ I t a o0 I I w M o I II (2)#5VER11CALS D2 / �\ \ 9 W/IN FILLED CELL I w II I - ■ I �/ I (2)#5VERTICALS /, I I \\ \\ ■ _ (2)#5VERTICALS D 60 ■ I #5 VERTICALS i l� PVCA/CCHASE O qq I WIINFILLEDCELL ( ,/ D2 c00 ,/ I I \\ oo WIINFILLED CELL \\ <> CD (2) WIIN FILLED CELL I Cl) 2' 10" 8'-0" r > V-6" I // I 1'-6" 8'-0" 2'-10" 1ri I I 13'-0" 8' 0" 2'-0" I I I I m — — \\ \\r I i — — — I I C.J, _: _ T ■ I ■ co // ■ ■ I■ \\ -312 ■ ■ — — — J T / \ L_ -- ----- r r I_ r� ROV DE 1Y"RECESS FOR SOD. REFER TO MASONS M J I I ap ROV DE ty" RECESS FOR \ SGD. REFER TO MASON'S ■TPROMDE 1r RECESS FOR I I S3IISLOPE I I SLOPE FOR WIDTH J/ I I \\ M FOR WIDTH CD . REFER TO MASON'S PE FOR WIDTH I zo 32,.F^x2'-6"xT-0" CY) I wl (3) #5 E.W. I I I I // I \\ I \\\ I ■ I i t ( /// I I s3 oo PVC A/C CHASE / J PVC A/C CHASE \ 00 _i I I c \ � J TYP. I I I ■ I I II \`I 1 // M _ 1 M \\ FILLED CELLS @PARTY WALL TO BE6'-8"O.C.MAX AND@ O EACH BEARING WALL LOCATION FIN CONC. S B I I o \\ ■ I I FILLEDCELLS@PARTYWALL 0'-O"ELEV. // TO BE6-8"O.C.MAX AND @ FIN CONC. SLAB \\ 0'-0"ELEV. FIN CONC. SLAB 1I c� EACH BEARING WALL 00 ( I LOCATION // j I - \\ o0 _ _ _I 00 Cl) 2�) I II I F\ \\\\ ■ L— ��, ==� III I I -' — 11 ■ ■ I C.J.17-6 _�, /�/ U _ _ I I I I I - \� NT YSLOPE=1/8" _ // G.C. COR G.C. CORD. \\ P R T-T OR LESS ) I - - - �` / T/ SLAB T/ SLAB '> 1/2MAX I C° CIO h I I 12'-9" I I I 4'-9" PROVIDEi/2"x91/2" I1 G.C. CORD. u I J > RECESS FOR FRT. DOOR I I T/SLAB �1 /� /J I \\ r�� \\ I > ELEV. APPROX.1.1/2"BELOW F.F. II � I t7 I O I Y II �) r —� /J I I J II I // TO BE -8-OC, PARTY WALL JI TO BE6'-8"O.C.MAX AND @ \\ I I II ♦ ELEV, CAN BE NO MORE THAN 1.112" I I I. I n II j, I I I // $'24' I ( EACHBEARINGWALL LoennoN \\ I 8'-24 Q, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2� t - _J // \\ L- - r- ' THRESHOLD. FIELD VERIFY 11 ( I r-- \\ I I `✓ ■ II io G /� G C, 33 I / S3 r- I I /y J L G \ \ zo y\ I o S3 II I �� G 26"x2'6°x1'•0" —N I I // wl (3) #5 E.W. I 2'6"x25x,'-0" wl (3) #5 E.W. y '- 7'-0" I I I - - Td G „10iiiriii — 53 // � I I — r as ��—�\\S3~00 rl,47! 1 - III 11 — - � �--- II 92 ) I I 1 i L 9'-2" c� 15'-5�q„ 2,_0„I I 3,-0" 2'-1 1- 4 1 10'-10„ cav Q I I , 10 w1(4)#5E.W.4 I -„ M■ 15'-104" CD I I = In / � I I — — — —I ) i \ W.H. / LJ -- I I L — — — — I in r T - / \J Li 31/2' I _ _ - - I 3112" ■ I (M24 W.H. / N K r I I ' M K N \A Hj 312' 2, 73„ 2, 7 „ S3 0o S3 2' 73 d � I I � BUILDER TO I I I I I CD I o PROVID 1/2" x 9 1/2" I FM24 ROVIDEI/2" x 9 /2" I ifl m ■ I n I I I CO ROVIDE M I RECES FOR FRT. DOOR I I PPLIANCE I I I FM24 _M ROTECTION — I ECESS FOR FR . DOOR �M BUILDER TO PROVIDE I I CID — APPLIANCE PROTECTION 9 P HENI I BUILDER TO PROVIDE � T I I T F_ WHEN REQUIRED PER FBC _ I `V ■ I I ( I _ AEQUIRED APPLIA CE PROTECTIONC ■1■ 12MAxW FBC WHEN REQUIRED PER FB. .F.F. ( ELEV. CAN BE NO OORE THAN 1.112" - ■ ■ ,°MAxER I 1U-6" co coO�I o `� - g00 I IcoI o BELOW TOP OF EGRESS DOOR I I AA F_ D2 I I �� I �, THRESHOLD. FIEL VERIFY �� I I - - I - L — — — �L 00 - - �- I — — J CJ I � � I I cJ � 7'-8d' 8'_1" 11'-2�„ � 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I I I L 2'-4" 7'-0" '-4" " '-4" II 7'-0" 2'-4" L ELEV. APPROX. 1.1/2"BELOW F.F. - I `t s3 I s3 `1 ELEV. CAN BE NO MORE THAN 1-1/2" ■ I I OF DOOR b K 3 I I 4'-0" 1 V-4" 11'-4" 4'-0"� I THRESHOLD.ELOWP FIE DRESS S3 FP-1 I I I I1 I 1 I I FAA O °° AA 9 c0I D2 I I 19 60 9 I D2 III GO — — �' � :;T L_-- -- —'-11 L----- J. -- IN ■ mi IN in 11 S3 S3 S3 4'-6" 7'-0" 4'-6" (2) #5 VERTICALS WIIN FILLED (2) #5 VERTICALS CELL W/IN FILLED CELL (2) #5 VERTICALS WIN FILLED CELL 16-0" -2' V-0" '-2 " 0' 8'-0" 1'-10" 15'-4" 164" 1'-10" 8'-01, 0' " 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" e+'a arm cvsa Gib c' err C :Ww Irt; C.D C.4 m V- ••�' C CA.. �. f0 O i.. 04 cpC,.a w m o .E N\i��tit419111E11llPe�lt�,� N rJ �O F 1..�� OF - S S I•W4 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W8 E g 8Co C N o °p N N � W +N J LL o Q. m c Z - D v CO w g O 1pN�_ W0 °> °> m w 00 N O Q F � co �z =LL V N OU a W El f Z N M 0 z W N z <L J — N M tr1 z 0 _o -ILL �- p U 0 w 8 >�-- c'n U w � F- J 8 x z c) 'o m Q0 N IIII■ C W CIDZ M w o < Q E E 0 oo z <� z® oCIO a � rd XO 0OU ° o E Na L a6 o wo � w W � Cn C <a = y U u E mo oLL z� _ C C%) tL J m m ¢ w U> F 00 < z o U MENLL ti <o �w 1k Z U r 8 CC) 4 za a a3 2N > LO coN rn _ O \ O CD T J T N CM r�!IIII L_ ce) T ll v OO V �/) J m O 0 � N 00 N Lr) N O r 4 < coT d7 Ls') GD (D N r ui E ICU r =3 M �; o Z z += E E a� `m d v U _ ¢ 0 = JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 9 1 117 1 A :a 1 I — - -- - -- Wit— __TF_1 F____1 - r rn