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C 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 Uj w S co a CONTROL JOINT DETAIL �• . • #5 CONT REINF. SEE FND. FOR • QUANTITY #5X25"X25" CORNER BAR ONE .',• : : _ _s _ . • �:- FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-V CMU WALL (1) #5 REBAR FILLED CELL 6x6 W1.4xVV1.4 W.W.F. ° v d ° , (4) #5 d REBARS CONT. 4'1 2'-0" 4'" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE y SECTION A -A 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 FM24 BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" 1 1 13'-4" VERIFY VERIFY LOCATION OF A/C JPAD AC PAD LOCATION OF A/C Y-0" x 3'-0" x V-0" L PAD PAD L w/ (4) #5 E.W. S3 S3 7.0" x 2'-0" x 1'-0" -HOSE HOSE-, SE 2'-0" x 2'-0" x 1'-0" 4 -0" x 2'•0" x 1'-0" — w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. BIBB I BIBB CONDENSATE—� �-CONDENSATE o A f w -4" ELEV. FIN.LINE 1 I I I LINEW -4" ELEV. FIN. } 1 0-CONC. SLAB I I 0-CONC. SLAB S3 2 Cn L& 6'-8" 3' _10" 3'-10" 2'-8' -8" 3 -10" S-10" SYMETRICAL 18'-0" 18'-0" ;1-0.,T-8" 13'-4" '_O"I '-0" 13'-4" 3'-8" VERIFY VERIFY AC PAD LOCATION OF A/C L LOCATION OF A/C AC PAD PAD 3' " x �-0" V-0" S3 PAD 4),*E. . HOSE_11 2'•0" x T-0" x 1'-0" 7-0" x 2'-0" x r-0" HOSE wl (3) #5 E.W. wl (3) #5 E.W. BIBB T<-=C 0 N D E N SATE CONDENSATE —� 1 1 I I LINE w OL -4" ELEV. FIN. 1 I I -4" ELEV. FIN.LU LINE 2 11_0„ 1 CD CONC. SLAB 2 I I CONC. SLAB N 6'-8' S-10" T-10" 6'-8" -0" '-0" 6'-8" 3'-10" 10 3'-10" 10 2'-8" PROVIDE tY. RECESS FOR — — r I _ r _ _ _ P OVIDE 1 Y� RECESS FOR SLIDING GLASS DOOR. REFER -t- - t t S DING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE L g ROVIDE LINE FOR T MASON'S SCOPE FOR WID- ICE MAKE L �g 00 I I - E MAKER I S3 r �III rr7:-1 I 1 �• � T ■■ I I l- I 3 Z" MIN. 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY. 3Yz" MIN. LJI LL J 2500 PSI CON . SLAB OVER 6 MIL. VISQUEEN APOR BARRIER J ® I I DBL.SINK w/ 00 DBL. SINK w/ ' C.J. , __ _DISPOSAL 17DISPOSA(_ — ---, TYP. @ I III, 11 II �� IN III II �� III I III I I I I 1L L_ JI I 2STORYU.N.O. I L__-JIL�J JJ IL---nL -_-J 12'-5" ( C — — — — ] 5'-11" I I 5'-9" C — — — — ]I 12'-3" _ _ r PROVIDE 1 RECESS FOR _ _ PROVIDE 1 y" RECESS FOR I r I —I —I— — — —�-- r I I SLIDING GLASS DOOR. REFER I LING LASS DOOR. REFER T 1 F H I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LI E FO 55 co E MA ER �o I I ICE MAKER f f o0 M cn D1 S3 I S3 I I S3 I fF �l r: i 11 CO I I I I ;0 I I I I I I DBL. SINK 1I I I L. SINKw/ I I io _DISPOSA _ _ _ POSAL II `� III1 1 I I -1 I 4 1 I I L� �L_J� I---J I L --- I I I 5'-9" 12'-3" I I 12'-3" C ] 6-9'' 1 LW i W01 I I W01 i I W01 I I W01 I D1 D1 D1 D1 I I � M I I I EO I I I I 1 1 1 `° 1 14'-6" Lo3'-1Ct' I6 T-10" 14'-2" I I 3'- 10" I 14'-2" I I 1 14'-2" 11 L& T-10" r—, I I r� I I r� I I I 1 f I I I I I co b LO 1 0'-0" ELE . I I I I I 1 0'- " ELEV. I I I I 0'-0" ELEV. 1 I 0'-0" ELEV. T I I I f ® I I I FI CONC. SLAB I I FIN CONC. SLAB 1 I FIN CONC. SLAB FIN CON . SLAB = I , CAI I ;0�----I.— t 1 I — — —�— — — � }- —��- — I I _ , c.J. — — — co —I —�-- — — c.J. _ � _ I I — --}--L M I GG I I I I 1 1 GG I I I I G I I G I I I OD I I @ FOUNDATION I f I I I I I @ FOUNDATION I I I I I I @1FOUNDATION 1 I I @ FOUN ATPN I ( 2, 0„ 2, 0,• I I 16'-0 2 0,• It f I = 16'-0" 16'-0" = I I 2, 0„ 1 oo I o0 I in in `" I I I� �I� T I I I— —,I I' I I I ' I Ir— 1 ® I iI 1L I IL I I i =0 00 I I - I I I I I N I r l l I I I I ;� I 1 I I F- ABELOWF.F. �!ELEV. APPROX. 1-1/2" � ELEV. CAN BE NO MORE J THAN 1-1/2" BELOW TOP OF I I — I I —f--' EGRESS DOOR THRESHOLDf I CD 1�\ FIELD VERIFY K iv W.HI 7 W.H./I N K Fi.W�ll N K K N I �W.H PROVIDE 12" RECESS Sg �_ _`4� I _ ro FRONT DOOR. REFER TO I S3 PROVIDE 12"RECESS FOR T S3 PROVIDE 12" RECESS FOR PROVIDE 12" RECESS FOR S3 T MASON'S SCOPE FOR WIDTH •� I Z'-1 " 2 10" I FRONT DOOR. REFER TO 2�• I FRONT DOOR. REFER TO FRONT DOOR. REFER TO i 2,_1 1 ■ ® ® ® 1 FM24 FM24 ® MASON'S SCOPE FOR WIDTH I FM24 ® MASON'S SCOPE FOR WIDTH ®SOWS SCOPE FOR W®TH ® I FM24 I ■ '-0" 4'-0" -0" 0" I I f 1 I Q„ '-0" '-0" 8„ I ELEV. APPROX. I I I I I I I f 11-1/2" BELOW F.F. I o 11 1 o _ I ao I q 1 ELEV. CAN BE NO 1 ELEV. APPROX. co -4" ELEV. FIN. 1 in I f -4" ELEV. FIN.1 MORE THAN 1 112" -4" ELEV. FIN. 1-1/2" BELOW F.F. I I -4" ELEV. FIN. CONC. SLAB I BELOW TOP OF CONC, SLAB ELEV. CAN BE NO I woi ® CONC. SLAB I Woi CONC. SLAB W01 EGRESS DOOR ® MORE THAN 1-1/2" D1 I I 1THRESHOLD. FIELD �; 1 BELOW TOP OF I I D1 I D1 U — — — ■ 1 _ C.J. _ _ _ _ _ C.J. ■ _ _ _ = ELEV. APPROX. _ I _ C.J. _ 1 VERIFY C.J. I EGRESS DOOR f ■ �- _ W oq 7 ■ I r w I THRESHOLD. FIELDu`r, 1-1/2" BELOW F.F. q I W T 0 I I I N I I N oI r" VERIFY I I I ELEV. CAN BE NO I N I I 1-4 5 8 I _ I C I I MORE THAN 1-1/2" f 'J, 3' 0" x 3' 0" x 1' 0" = N - o It o y I I BELOW TOP OF y o w/ (4) #5 E.W. N L 1 1 I I I I [ r in I I I® I EGRESS DOOR ® I I I I LO S3 c3 ro 1 55 I I I 55 I I f 55 ( I I I THRESHOLD. FIELD I 55 pi I I D1 1 I D1 VERIFY D1 ■ I ' I I I I■ I ' I LO 10 I I 10 co A I I I I S3 I I I I o — I I 1 -- — I L_ --- 1 LO "SEES 3 FOR S3 1 S3 I I S3 I ■ I ■ f L- — — — — J —ECESS OPT." — — — J L_ L RECESS -OPT." + + S3 iv S3 S3 iv ® IiIliI at El T� ■ ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS BIB WAN FILLED CELL WAN FILLED CELL BIB W/IN FILLED CELL BIBB BIBB MIN FILLED CELL 8'-0" 1'-8" 1'-6" 8'-0" 1'-101, 8'-0" V-8" 1'-8" 8'-0" 1'-8" 40 40 1 V-4" 1 V-4" 6'-4" 11'-8" 6'-8" L 6'-8" 11'4" 72'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=1'-0" N O ~ M N U N a LO r - M U_ Z C c'; -C c� c- fi C N 0; 0� «. s- < O c, cU Q) S. ciT ui O O L- U := L "'va o LU 0 N r ST T OF 4ur fDf'+`JASSlf111`l 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 beefing Engineers signature and seal. E r W- I ci N O J 0 W N* 1- a 0) rnnr� M LL Y y a y J LL u_ G u S 0 1 3 0 O Z_j 1911 W L «�% C� 2 r— Y) oo _j CP ,:e GO 6 Z N MLLZ _j W ILW a U3 U) O U Z ❑0❑ U 2 V Z v —, — a13 — N N Z .55 4-1 � V O u., s � NLn Cl) A U � L1J J ® ¢� Q N sm M o L E W a z N Z® E oa I— r0 xo �o U00 Z� N � ao ao w� C .0 zLL Z a� ",m <tl >w Z N 3 a3 c az Nw W a tt5 =r O �LL � as 3 =r y=O CC) x °zfa j 3 o T T d m + c� CAD CV T r_6 O T W M 11.97) c N V+ O 00CN M o 0 C J L6 NLO 00 N N T o Er0 ; C)z Z E C) E � a 0 _j JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 2