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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 g CONTROL JOINT DETAIL SCALE:1 1/2"=1'-O" #5 CONT REINF. SEE FND. FOR E QUANTITY ` "! = _ = t•. _ CORNER BAR ONE . FOR EA. HORIZ. ' REBAR TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1 A W.W.F. n o ' d T N - ..�• as _. - a• (4) #5 REBARS CONT. 4" Z-O" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (FIVI24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 11, 13' VERIFY VERIFY LOCATION OF A/C AC PAD LOCATION OF A/C 3'-0" x T-0" x V-0° PAD JPAD PAD L wl (4) #5 E.W. L S3 S3 2'-0" x Z-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-T w/ (3) #5 E.W. RIB RIB w/ (3) #5 E.W. F- CONDENSATE CONDENSATE 7 4" ELEV. FIN,LINE I LINE -4" ELEV. FIN. A OIL 1 I o CONC. SLAB I OIL o CONC. SLAB S3 2 I C) -11 All G' O" 71 1 A" 71 i r%" 71 O'. 71 0'1 71 .1 f%" 7' A n" CI C SYMMETRICAL 3'.0" x 3'-0" x 1'.0" VERIFY wl (4) #5 E.W. LOCATION OF A/C UCPAD L PAD HOSE S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. CONDENSATE 7 I I- 1 I 4' ELEV. FIN. LINE 1 2 I I o CONC. SLAB 2 4" % -4" 4 -4" PROVIDE 1ILRECESS FOR ---I— -1 F I — — ——RROVIDE 1Y2" RECESS FOR I _ _ _PROVIDE' RECESS FOR — — F SLIDING GLASS DOOR. REFE TO F— I I SLIDING GLASS DOOR. REFER TO (- SLIDING GLASS DO R. REFER TO I I f I MASON'S SCOPE FOR WIDTH I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I ® I M PROVIDE LINE FOR D1 L I I ( 1 p00 PROVIDE LINE FOR M I I co I I ICE MAKER M PROVIDE LINE FOR - I CD ICE MAKER D1 I S3 I ICE MAKER I I S3 I I I S3 I ' N Jill y 1 3 V" MINMVISQUEEN 3000 PSI CONC. SLAB FOR �� j T IL " I � -"OCOUNTY ONLY. 3Y2" CONC SLAB OVER 6 MIL I VAPOR BARRIER 00 ® I I I I DBL. SINK W/ I I I DBL SINK wl I _ C.J. - - _-_ DISPOSALDISPOSAL -_ -_ C•J. I _ io 55 - —ff -i I I IIIL J JII I I I IIL_JL Jill I I TYP.@ L-__JL== =J IL=====3L---J 2-STORY U.N.O. I -E — I - 00. 12'-51' L 5'-11 " 5-11 L 12'-1 " 1 13 I I PWO I PWO I I D1 D1 I coI I I I I 14'-6" Cl) OIL 00 M I I I 0'-0" ELEV. ® I FIN CONC. SLAB — — C.J. — - d' I S3 ® I I @ FOUNDATION 0 M I I ® I I ELEV. APPROX. 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1.1/2" ■ IBELOW TOP OF — — EGRESS DOOR (THRESHOLD. FIELD VERIFY K PROVIDE 1/2" RECESS FOR S3 MFRONT DOOR. REFER TO v ASON'S SCOPE FOR WIDTH ■ 4" 0. ON 4'-0" [1 011 Gl, 0?I o I1 50 - I LO 4' ELE 3'-10" I 13'-10" 4'-2" F-7 A 2 I F, 71 DI I I I DBL. SINK w/ I I I 00 DISPOSAL GO I IIII I L- � --F JLLJL'JJ 1 I -_ — - - I PWO I I I D1 I zo II 14'- ' 3'-10" F-� I I� q I I I I I I I I I I I I 0'-0" ELE 0 0' ELE�.SLAB FIN CON I I FIN CON . SLAB I I I I _ I I _ I I _ _ I c.J. - --�---E- -I °� - - - - --I--- -I _I__l_0? I `0 I I I GG I I `° GGI H 1 -7 \. �3 I I I I I I I I I I @ FOUNDATION i I I I I @ FOUNDATION I I I I 21.101, 2' 10" I I _ 16'-0 IL iI IL it I I I - I I_ I I I I T I I I Ir r l I I I I I I t^ ;/ I I I,/ 7F 6'-0" 2' 0" r I III I I L- i I I I I I I I I ;� �1 I �L co I/ \ / N K o0 I I I in N L� H. -`rH W�� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R I I I v FRONT DOOR. REFER TO I L FRONT DOOR. REFER T 2'-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 I FM24 f I I I I I / -411 / 10'-6" 10'-6" 011 11 '-0., 4'-0" 1I-8 V-811 41-0" 011 0. O I I O 0 co N. co I -4" ELEV. FIN. I I CO I I CONC. SLAB I I PW01 CONC. SLAB ELEV, APPROX. D1 ic ELEV. CANOBE NO ■I_C.J. I .J_ _ I ELEV. ROX. I I MORE THAN 1 1/2" IN O 3'-10" I 13'-10" 4'-2" F-7 A 2 I F, 71 DI I I I DBL. SINK w/ I I I 00 DISPOSAL GO I IIII I L- � --F JLLJL'JJ 1 I -_ — - - I PWO I I I D1 I zo II 14'- ' 3'-10" F-� I I� q I I I I I I I I I I I I 0'-0" ELE 0 0' ELE�.SLAB FIN CON I I FIN CON . SLAB I I I I _ I I _ I I _ _ I c.J. - --�---E- -I °� - - - - --I--- -I _I__l_0? I `0 I I I GG I I `° GGI H 1 -7 \. �3 I I I I I I I I I I @ FOUNDATION i I I I I @ FOUNDATION I I I I 21.101, 2' 10" I I _ 16'-0 IL iI IL it I I I - I I_ I I I I T I I I Ir r l I I I I I I t^ ;/ I I I,/ 7F 6'-0" 2' 0" r I III I I L- i I I I I I I I I ;� �1 I �L co I/ \ / N K o0 I I I in N L� H. -`rH W�� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R I I I v FRONT DOOR. REFER TO I L FRONT DOOR. REFER T 2'-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 I FM24 f I I I I I / -411 / 10'-6" 10'-6" 011 11 '-0., 4'-0" 1I-8 V-811 41-0" 011 0. O I I O 0 co N. co I -4" ELEV. FIN. I I CO I I CONC. SLAB I I PW01 CONC. SLAB ELEV, APPROX. D1 ic ELEV. CANOBE NO ■I_C.J. I .J_ _ I ELEV. ROX. I I MORE THAN 1 1/2" IN O N I I N I 1 112" BELOW F.Foo BELOW TOP OF EO 1'-4" 5'-8" W o I I w o ELEV. CAN BE NJ=- I I EGRESS DOOR 3-0" x 314' x V-0" I J I J I MORE THAN 1-1 /4 1 THRESHOLD. w/ (4) #5 E.W. N L o I o I I I I ^ BELOW TOP OF FIELD VERIFY S3 S3 LO I ® - EGRESS DOOR 55 I I 55 THRESHOLD. I I 1 D1 I I D1 FIELDVERIFYilli, ■ I I I I I- [J o I I I I I A ih S3 J I I J I —J L-- -- o I -{- I S3 I ■ cm I Q "SEE S-3 FOR I '�L RECESS OPT."—L YS3 — J CNI ® ■ S3 S3 HOSE HOSE ■ HOSE J (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL W/IN FILLED CELL BIB BIB V-8" 8'-0" 1,_8" 1'-8" 8'-0" V-8" 1 V-4" 11'-4" 6-8" 6-8" . 1' II � L,,W.HI I �- 2,_1�r I FM24 I 01 6" 4' ELEV. FIN. I m CONC. SLAB PW01 I i D1 I C.J. _ �a 1 N I I I I I I 55 I I I I I l l o 1 2; S3 I (2) #5 VERTICALS WIN FILLED CELL 11 INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENTW/25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: X"=1'-0" 1 cra CV c'4 cae � -o > 0 CL Mc.aCQ c�oa a� ar c c� 03 o � 0 0 � ra M GV CID ^: h' ai ST4' � o1.= r! 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. { .� 9rzo W+ril�rrc 'z j j Wd C) N U N m v C rn 0 cn° W 0 s s. in M V CL o- LL d Y U 5555 z r� O —ern O w i z 5 •Ly O t N 0 OR 0 fD m Lu Q Wink°'°' a LL -ce- I_ z o � o W M z h'k a In O U 1771171❑ f W M � N C7 O O z '0 z s � Q J M Ln z ; U o � 0 0 V d lU c U W� E ml , U o N ,- U) m N M I� o � � w M M ¢ g O YS 65 z Z Q E IZ p N U zo g ¢ - >� Z o Z oa H C Ma 0o O E a¢ wsg r2 �J y C¢ m J <o Y o m� o, aw Q� < gzZ o c`gn C) O rn o < it az 2 H �_ w� ao milo =1¢ 3 0 O > I� _ a) CN U � CSC � r LO N Q N f��+ v 60 Cf) m U r N _ F-- O CV Ln M L0 .� 't o M Cfl C( ` r N Ln t- E Itt cz z E @ a U Q p JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. 2