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Jill 1 111 lit 1>I IM-1 I -11111—1 I I - I L 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 (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATc FILLED CELL LEGEND N 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 0 1/8" SAWCUT x 1/4 0 0 UPPER 1/3 OF SLAB OR SLAB THICKNESS U SEE PLAN. ESH REINF. WHERE SHOWN ON FOUNDATION PLAN 0 W N - ---� w U a CONTROL JOINT DETAIL SCALE: 1112"=1'-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=l'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - A Aj _ 4 ° A b - V d A A O T ;• • f it J. ° A a e 4" 1 2'-0" 1 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" SECTION A -A 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 rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" CONCRETE SLAB PER PLAN SYMETRICAL 18'-4" 18'-0" 18'-0" 18'-0" 00 13,-4„ T_8„ 01 3,_811 13,-4„ 1_01 0. T_8" 13'-4„ ,_0„ '_0" 13'-4" 3'_8" 01 VERIFY VERIFY VERIFY VERIFY 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 3'-0" x V-0" L PAD PAD L PAD 3' " x �-0" V-0" S 3 PAD w/ (4) #5 E.W. S3 S3 S3 4)ME. 2'-0" x r-o" x r-o" HOE HOSE 2'-o" x r-o" x 1'-0" x r-o" x r-o" HOSE r-o" x r-o° x r-o" 2'-0" x 2'-0" x r-o" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. A6 CONDENSATE—� -1 FT CONDENSATE CONDENSATE t 1W CONDENSATE -4" ELEV. FIN. INE 1 1 I I ( LINEw -4" ELEV. FIN. 1 1 I 1 LINEW -4" ELEV. FIN. 1 1 I 1 -4" ELEV. FIN. LINE I 1 o zo A s3 LU o CONC. SLAB 2 I I o CONC. SLAB 2 I � I o CONC. SLAB 2 I N CONC. SLAB o 1'-4" 6'-8" T-10" 3'-10" 2'-8" -8" 3'-10" T-10" 6'-8" 1-0 '-8" 3'-10" 3'-10" 6'-8" -0" '-0" 6'-8" 3'-10" T-10" 2'-810 -4^ -q" -4" 4^ PROVIDE 1 Yz"RECESS FOR f 4--- -� t- _ F- I ---l-- -I- — -- P OVIDE 1 Y RECESS FOR _ _ r I I PROVIDE 1 RECESS FOR _ —1—I---- r _ PROVIDE 1 2" RECESS FOR _ —I- II 9 `t SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I DING GLASS DOOR, REFER ROVIDE LINE FOR TMASON'S SCOPE FOR WIDTH 'I L I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH L SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I I F 1 I ICE MAKE L -5a I I CE MAKER - I I E MA ER - 1 1 ICE MAKER I I 00 ® I M D1 I I ( D1 I M C0 I I I D1 I M io 1 I 1 M I D1 1 I 1 co I S3 S3 I S3 1 I S3 � 1 ��m I�171 N iv rb r I 1 r I Ily ) I I l -L II 11,L { 1 �1 Cl) J 3Y2" MIN. 3000 RSI CONC. SLAB FOR I I y Ir I T T I (` / I �I I I 1 � p 1 I I Nr 11 �� I I JJ HERNANDO CO NTY ONLY. 3Y2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL. 1 1 1 VISQUEEN APOR BARRIER ® I 1 1 1 1 I I ( J 1 I DBL. SINK wl C.J. -D!$POSAL °D 1 DBL.SINK w/ I 00 DISPOSAL _ _ __ C,J, I DBL.SINK / 00 `D DISPOS _ - _ 1 SINK wl 1AL�OSAL _ _+ I 00 S6 _ _ _ - _ _ _ - - IIF- t _ - _ _ _ _ zo in TYP. @ 2-STORY U.N.O. IIII �� 11 I I 111- J rj III JII III 1 I I III 11 r) IIII Jl_ JII I III 1 ( I ilk II �i IIII I J� JII11 I IIII �� 1 1 I ( 1111� J <> 111 JII I I 1 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I PW01 I I PW01 I W01 1 I W01 I M 1 I I i I 1 1 14'-6' I 3'-1(" 1 T-10" 1 4'-2" l l 1 T-10" I 14'-2" I I I ' 14'-2" 1 T-10" ( 1 00 1 r I I r- -1 i I r I i r -� M Cl) I o I I I I I I I� I I I 1 Io I ' I ' o I I 1' 1 1 I OL 0'-0" ELE . T 0'- " ELEV. i 1 I T 0'-0" ELEV. 0'-0" ELEV. I 1 ® 1 FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. I I I - - —1— - - -�-- I C.J. - - - -I —}— - - C.J.—t--1 v G I I G 1 ® @ FOUNDATION 1 I I I I I I @ FOUNDATION I I I I I I @IFOUNDATION 1 1 1 @ FOUN ATPN 0 1'-4" I I 2 0" 2 0„ I I 16'-0-Vi 2' 0 I I = 16'-0" 16'-0" ( 1 2, Oe OP 1 r -� 0? I I i -r _� I I I 1 T 14 I I I I I 11 11 r_ ® L J L J I I i I < J . i I � J 1 I I I I I I I I ff 11 50 LO I I I I I I I I 1 1 1 1 1 1 1 1 I I I I ELEV. APPROX. 1-1/2" ( BELOW F.F. I I 1 ■ ELEV. CAN BE NO MORE — — J — — — �J — — — — — —� L�� THAN 1-1/2 BELOW TOP OF EGRESS DOOR THRESHOLDI FIELD VERIFY K N I i I Vv /M W.H. H., I iv K / I iv z K I K `P �� iv I PROVIDE 1/2" RECESS S3 FRONT DOOR. REFER TF7 O t, MASON'S SCOPE FOR WIDTH I H _ -s � 2'-1 2 10" , 1 S3 iD PROVIDE 1/2" RECESS FOR T - - I LFRONT DOOR. REFER TO 2 0" S3 PROVIDE 1/7 RECESS FOR I LFRONT DOOR. REFER TO I 1 PROVIDE 1/2" RECESS FOR - S3 FRONT DOOR. REFER TO �W.H �y T 2'-1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ® ® IM I ® ■ I I ® ® Im ® ® 1 -0" 4'-0" _O" 0" I I I I I 0" '-0" -0" 8 1 ELEV. APPROX. I I I I I I I 1 1 11-112" BELOW F.F. I o v o I 1 o v I I o I I I I o I ELEV. CAN BE NO I ELEV. APPROX. l I 1 I 1 I q `O -4" ELEV. FIN. CONC. SLAB 1 `� 1 I W01 I -4" ELEV. FIN. 'n CO MORE THAN 1 112 CONC. SLAB I BELOW TOP OF -4" ELEV. FIN. 1 112 BELOW F.F. CONC. SLAB ELEV, CAN BE NO ® I 1 -4" ELEV. FIN. I W01 ® CONC. SLAB I CO W01 1 I EGRESS DOOR MORE THAN 1-112" — — ■ I C.J. _ - THRESHOLD. FIELD C.J. ■ - - I VERIFY C.J. �; 1 BELOW TOP OF 1 EGRESS DOOR I I D1 1 ELEV. APPROX. I C.J. I 1 �; D1 _ _ ■ �- o _ _ — ■ I I THRESHOLD. FIELD ��, _ _ 1 112"BELOW F.F. 0 I I �" 10 o VERIFY to `" I I ELEV. CAN BE NO o J, I 3'-0" x 3'-0" x 1'-0" N I 1 MORE THAN 1-112" I w/ (4) 95 E.W. N L o I o ( I 1 I q ^ o I I I BELOW TOP OF I I 1 I S3 S3 "' I u0 10 to ® 1 EGRESS DOOR ® � 55 i I I 55 I I I 55 1 I I I THRESHOLD. FIELD I 55 D1 I i D1 1 I D1 VERIFY D1 ■ I I ► ' I■IF I I � �I I I I M I I I 1 M 1 1 1 I I I 1 1 I o M L7 --- I I I A- I 0 1LO "SEES 3 FOR S3 T I S3 I T I S3 I ■ ■ I "SEE S-3 FOR L RECESS OPT." L J - I- — — — L — -J L I <— RECESS OPT." L v — J y + — — — — — — v + N% v S3 N S3 I S3 iv ® &I'l; ® % V -1 iliI 7�HOSE (2) #5 ■ r- -&1V VERTICALS HOSE ■ HOSE (2) #5 VERTICALS I Ill 41 HOSE (2) #5 VERTICALS (2) #5 VERTICALS - BIB WIN FILLED CELL WAN FILLED CELL BIB WAN FILLED CELL BIBB BIBB WIN FILLED CELL 1'-8" 8'-0" V-8" 1'-6" 8'-0" 1'-10" 2'-0' 8'-0" l'-8' 1'-8" 8'-0" 11'-4" 0 11'-4" 0 6'-4" 11'-8" 6'-8" 6'-8" 7'-0" 22'-8" 18'-0" 24'-8" 114 72'-4" FOUND SCALE: Y;"=1'-0" —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" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL ►TION PLAN c r `- M N s. N C_ _D .7 y t'W o 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. a� Wll- d E V C C) 0 C% N di y M 'T J Q JLLLL LL W a � Z c°' tcao 0 �. o W :3 C13 o N Q J Z co LL N Z N O L) U ,vl W 130 V M � z N � z z C Q $ t U) - N NCDa LL <n U w � ~_ — E t j I' = rr 98 U e 5 J c rn Q � Q N O� o W Z M o � E E Qo Q o a E U Ow� z r0 - CZ)' N r q� 0 �a a p aZ. =° S a � ¢� ? ra C r W.y U m� O 0¢ 0 z Q � w o< �� ,- 'a w sm (� N �< Z 0 a W F F IT 3tiz 0 J o cD w� E° 0 za > d' c m O E c6 M _ co76 ,-- O o O �- m 0o E O O T M N LN c co 1Cn N CO Ln CO T E c CD 6 Z M z >= O C a v JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 2