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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 OR FIBERMESH REINF SEE PLAN. -, 1/8" SAWCUT x 114 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN WI:5 C0 ci CONTROL JOINT DETAIL SCALE: 1 112"=V-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: 1112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W,W.F. A- e V d O 4. (4) #5 ° ` e e REBARS CONT. 4" I 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLAT SECTION A -A A O T 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT ° ° { I °d ° \r. FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN 0 Cl? rw 0 N If SYMETRICAL 18'-4" 18'-0" 18'-0" 18141 13'-4" T-8" T-8" 13'-4" '-0" T-8" 1 T-4" '-0" '-0" 13'-4" T-8" VERIFY VERIFY 40 VERIFY VERIFY lo LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3'-0" x T-0" x V-0" L PAD PAD L PAD 3' " x V-0" 1'-0" SPAD w/ (4) #5 E.W. S3 S3 4)�gE. . 2'-0" x Z-0" x V-0" HOSE HOSE Z-0" x 2'-0" x 1 A' Z-0" x 2'-0" x V-0" HOSE Z-0" x 2 4' x 1'•0" Z-0" x 2'-0" x V-0" y HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. % A6 CONDENSATE—� CONDENSATE —LW F--CONDENSATE — —� — — — — — — CONDENSATES F o LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I I 4" ELEV. FIN. LINE I 1 1 to A S3 w o CONC. SLAB 2 I I u, o CONC. SLAB 2 I I w o CONC. SLAB 2 I 0 I W CONC. SLAB o I i 1'-4" 6'-8" T-10" 3'-10" 2'-8" '-8" 3'-10" T-10" 6`-8" L.1.0 -8" 3'-10" 3'-1O" 6'-8" ,-0" '-0" 6'-8" S-10" T-10" 2'$" 40 41 / / / / I -4" 4" 4" -4" E Ell PROVIDE 1 Y_RECESS FOR I PROVIDE 1 Y"RECESS FOR t 1 I PROVIDE 1fZRECESS FOR PROVIDE 0/2" RECESS FOR — — SLIDING GLASS DOOR, REFER TO MASON'S SCOPE FOR WIDTH PROVIDE L I — — I I — — — S DING GASS DOOR. REAR ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH — — F I I —� — — — — SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH — I I SLIDING GLASS DOOR. REFER T — MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I (— ICE MAKE CE MAKER E MA ER ICE MAKER Dg L oo I I — ( I — ( I _ 5 ® I M Di I I I D1 I M S3 S3 1 53 I I S3 N `O I I f II`I l^ ! r 3Yz" MIN. 3000 RSI CONC. SLAB FOR II� 1 I q 1 �II Cot NTY ONLY, 3Y2" MIN. H25 0 PSI©ON S AB OVER 6 MIL VISQUEEN APOR BARRIER ® I I 11 I I I J I DBL. SINK w/ C.J, _DROSAL I IIII 00 I I — III DBL. SINK w/ � DISPOSAL _ _ _ , C,J, — _ I I I I III DBL, SINK I � _DISPOSA _ — — I I I I L. SINKwl — — _ _ SPOSAL_ I III 1 I I zo _ _ _ Go TYP, @ 2-STORYU,N.0, �> II I I I III J r� III JII I I ( IIL_ f l �� III JI JII I 1 I 1 1 I III I I �� III JL_ JII I I �� I I I I I I I III J r> III JII I 1 �J — TJL J II _ L_:t —� C �_ —JLTz 1 C _ C I C — —J C — C 12'-5" 5'-1 V 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 1 ® I I PW01 I I W01 I I W01 I I W01 I 1 D1 D1 D1 I I D1 U I ( d 1 d d M I � I 1 FbI I I I I 14'-6' 1 3'-10f' I T-10" I 4'-2" 1 I 13'-10" 14'-2" I I 14'-2" I T-10" I 1 OP I zn M M I o I I I i 11LO I I i I I I I 0' 0" EL '- I i I I I I 0'- "ELEV. I I I-LO 0'-0" ELEV. 0'-0" ELEV. I I ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB I I I C.J. I f _ t 1 I - - — �— - - °° �- -)—� - I I _ I C.J. - - - 60 —I — {— - - C.J. `° 7. S3 I S3 3 53 ® I @ FOUNDATION 1 1 I I I I I @ FOUNDATION i I I I I ( @IFOUNDATION 1 ( @ FOUNDATION I I I I 1 0 1 '4' I I 2 0" 0„ I 16'-0 2' 0" I I 16'-01, 16'-0" = I I 2' O. aco -� O _ lr r--_1I I r -11Ir--7 L J U J I L J I L J 1 1 I I �I I I co ELEV. APPROX. 1-1/2" I BELOW F.F. 1LO C,/,f I / I ELEV. CAN BE NO MORE THAN 1.1/2" BELOW TOP OF 1 EGRESS DOOR THRESHOLDI �l FIELD VERIFY Kco I III ti W,H. / H.,/I iv K j I c� K K III 1 N H i ;n PROVIDE 1/2' RECESS S3 FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH I �_ _` e� J 2'-i 2' 10" I I J S3 PROVIDE 112" RECESS FOR v FRONT DOOR. REFER TO 2 S3 PROVIDE 10 RECESS FOR I FRONT DOOR. REFER TO I I PROVIDE 1/2"RECESS FOR S3 io (—FRONT DOOR. REFER TO I t_ ��_ 2'-1 I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 M SONS SCOPE FOR WIDTH ®S0N'S SCOPE FOR W®TH I FM24 ■ ® ® ® IgBI ® I ® ® -0" 4'-0"[1'-0" 0" I I I I 0" _�" '-0" 1_8" 1ELEV. APPROX. I 1 I I 1 I I I 11-112" BELOW F.F. I I o -1 o 1 1 1 1 o o? I oo I Q I I I o I 1 ELEV. CAN BE NO I d ELEV. APPROX. i I I I I I o io t° -4" ELEV. FIN, CONC. SLAB I I 1 W01 -4" ELEV. FIN.I LO C° MORE THAN 1 112 CONC. SLAB I BELOW TOP OF I EGRESS DOOR 4' ELEV. FIN. 1 1l2 BELOW F.F, CONC. SLAB ELEV. CAN 'BE NO ® MORE THAN 1-1/2" I I -4" ELEV. FIN. CONC. SLAB I PW01 ® zo W01 - — — — ■ ( C.J. _ D1 U I THRESHOLD, FIELD C.J, ■ _ = IVERIFY C.J. T ( BELOW TOP OF 1 EGRESS DOOR 1 1 D1 I 1 ( ELEV. APPROX, I C•J• d D1 U _ _ ■ �- _ _ I r _ I THRESHOLD. FIELD ��, _ _ 1 112" BELOW FF. I r _ 0 1'-4' S'-8" 1 r 4 o I 1CS N I N I I I o VERIFY n I I ELEV. CAN BE NO `� I � I 3' 0" x ' " V-0^ 30x `" c—'n 1 I .l, 1 1 ,�, I MORE THAN 1 112" I I w/ (4) #5 E.W. N L o I I o I I I I o o I I ( BELOW TOP OF I I I I p S3 S3 ( r ® ® I EGRESS DOORLO 55 I I i 55 I I I 55 I I I I THRESHOLD. FIELD ( 55 ( I D1 I I D1 I I D1 VERIFY D1 ( 1 10 I I o I I I I M I I I I I I I I o A co I s3 I I I � o I o iO "SEE S-3 FOR S3 T I S3 I I S3 I ■ ■ I "SEES 3 FOR S3 L RECESS OPT." �v. J L — — — L — J I L_ RECESS OPT. — — _J L_ N — — 4 S3 N N ® ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE 2 #5 VERTICALS O (2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB WIN FILLED CELL BIBB BIBB W/IN FILLED CELL 8'-0" V-8" V-6" 8'-0" 1'-101, 2'-0" 8'-0" V-8" V-8" 8'-0" 1'-8" 11'4' 11'41 64" 1 V-8" 6-8" 6-8" 0 1 V-4" 100 7'-0" 22'-8" 18'-0" 24'-8" 10 72'-4" FOUNDi SCALE: Aa"=V-0" —INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR, TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN N ac N o > W Cz Lj f-7 Q n O LU C3 -a at y = o i Q .ate.. > C, ,s 0--ifvEr DEC 2 gL, 2022 111.11JjL►l/�� , � �h epowv E Z : 17 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cn Q co rn (� O Cco 0� rfy ,I)m � � "L a of M # lL ej V Q M -a W LLLL � a W Z a ° SRO Q m FJ ILLLWin�pjO' Z , Cl) z ¢ 1 Z N OU OEM W Il ❑ V M z N M o z � N Q � � N M N z C9 0 — 0 Lu Ln �y N Ln U d ♦—• J E & eI _ U o N ° "D Y O W M Ch z � Z � u- E E z z o Z14 W C13 X U a W j 2 < N <o o wZ m c - U -S m0 0 Z z z -' <� Q W 2Z V) go sona rz � � �o � W �E c> C �z J O wa >_ za a o o r CD cc c6 � E co 3:N _ W_ c CD _O N M � C: .2 CD 00 CD N � o0 0 :3 0 C6 - CO N r CV r L0 00 TT M T_ E M r O o z Z .I ECn a E U ,° Q tj � JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 2