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m 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 i BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATE 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN.- WHERE SHOWN ON FOUNDATION PLAN Cn w ¢� CONTROL JOINT DETAIL SCALE: 1 1/2"=V-9' 15 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"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W,W.F. d JA 4) a d d < d 4" 1 2'-0" 1 4" CMU BEARING WALL FOOTING PI SECTION A -A 0 SCALE: 3/4"= V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G 120 FILLED w/ CONCRETE A ELECTRIC (FM24 BOLLARD DETAIL 1\"j SCALE: 3/4" = 1'-0" (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN >- rr 0 LL �C 0LL N SYMETRICAL 18'4" 18'-0" 18'-0" 18--0" 13'-4" T-8" 0 T-8" 13'-4" '-O"0. 40 3'-8" 13'-4" '-0" '-0" 13'4" T-8" 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 T.0" x T-0" x 1'-0" L PAD PAD L PAD 3' " x S -0" 1'-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)�$E. . 4wl 2'-0" x 2' 0" x 1' 0" HOSE HOSE 2' 0" x 2' 0" x 1' 0" 2'-0" x 2'-0" x 1'-0" HOSE 2'-0" x 2'-0" x 1' 0" 2'-0" x 2'-0" x 1'.0" HOSE (3) #5 E.W. wl (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E,W. wl (3) #5 E.W. CONDENSATE S r -CONDENSATE �— CONDENSATE CONDENSATE S LINE 1 -4" ELEV: FIN. 1 I I LINE 4 ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I ( -4" ELEV. FIN. LINE q CO A S3 CONC. SLAB 2 I 1 O W I o CONIC. SLAB 2 1 W ( o - CONC. SLAB 2 1 Uj I CONC. SLAB o 1'-4 6'-8" T-10" 3'-10" 2'-8" " -8" T-10" T-10" 6'-8" -8" T-10" T-10" 6'-8" Orr -0" 6'-8" T-10' T-10" 2'-8' / / / 4 -4" -4" 4" lk d PROVIDE 1Yz" RECESS FOR — , r SLIDING GLASS DOOR. REFER t- TO MASON'S SCOPE FOR WIDTH PROVIDE L t- I _ F- — -i- — — PROVIDE 1Y2" RECESS FOR _ — S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I — — r r I I I —� — — — PROVIDE 1Y'=RECESS FOR — SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH — PROVIDE 1y" RECESS FOR � � SLIDING GLASS DOOR. REFER T — MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I ICE MAKE D1 L 00 I I CE MAKER 1 I - E MA ER I I ICE MAKER - co ® I M D1 I I 1 D1 - � I M cfl I I 1 D1 1 M 1 I I M I D1 I I I io 1 s3 47771 LJ411- s3 1 I s3 I I � ( IF\11 rn I I r I I) � I I T I I r� t I 1I r 3Y" MIN. 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY. 3Y"MIN. i(1` 11 TJ (I � I r I I 1 T IV jl / 1 I �l 11 1 1 J L IL. 2500VISQUEEEN L _J� Lj C APOR BARRIER J DBL. SINK w/ C;J, _ _ -DISPOSAL 00 I 1 DBL. SINK W/ DISPOSAIr _ _ _ C,J, 1 I DBL. SINK i DISPOSA _ _ _ ( I L. SINKw/ SPOSAL I I I _ Fb S6 - - =---i I - - r� fir= �_� - - - -I— - — �r fir= — _�— - - - - I- - - .� - - - rr - -,-, _ -1 4 _� - 1 IIII III I ) ill I I 1 1111 b in TYP. @ 2-STORY U.N.O. 1 �> I I I— J r� III I I 1 ILl_ I I <� III I JL JJ L I I I ILI I I �� III JL- J8 I I I " I I I I I I� ', III _1q I I _IIL� -1 -- _ --J ---� L--- L—== =J 1 E: —� I ----�IV I �— — —� I c— — _� 1 12'-5" T-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 01 ® 1 I PW01 I I PW01 I I W01 I W01 M I I 1 zo I � 1 I 1 I ED 1 I Arm 14'-6' �I I 3'-101" 13'-10" I 4'-2' I I I T-10" I 14'-2" I i l 14'-2" 1 3'-1011 1 00 1 I I r -, 1 I I- -, 1 I ,- -► I 1 co M I o 1 1 I I I 1 1 I I I I I� ' ' I ' i ( I 9 OL 0'-0" ELE '- ( I 1 1 I (T 0'- " ELEV. I 1 I T 0'-0" ELEV. I 0'-0" ELEV. I I 1 ® 1 FIN CON . SLAB I I 1 FI CONC. SLAB I 1 FIN CONC. SLAB I I FIN CONC. SLAB 1 1 I c.J. I I -I --I-- - --a— { _�__�_ I c.J. c.J. I - - }-- L 11 I I L I I I M I GG 1 I GG I I G I I G 1 S3 ( ® I @FOUNDATION I 1 I I 1 I I FOUNDATION @ I I 1 I I I @� OUNDATION I I FOUNDATION @ I 1 1 I I I P I 0 1 '-4° I I r1 rr I 2r Orr 2 0 I 16'-0 ,I rr I 2 0 I 16'-0" r r, 16 -0 I I r1 rr 2 0 I I ( I I to ) i t j L L 1 I I�-,� I 160 I00 I II 1 1,I,I I 1 � N I I I I I I I IT I I I I I IT I I I I I T I r (lk ELEV. APPROX. 1-1/2" 1 (BELOW F.F. I I I �� i�` I 1 11 I^ 1 l� \��l� `� I 1 I I I� �� I \ JV,�I I I I I I 1 I I 11 I I 1 �/ \1 I ■ ELEV. CAN BE NO MORE — — I I %�� — — — \ ��,J — — - — _ —I �� %� THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI- I j FIELDVERIFY K N I t I( !I N W.H. W.H./ I I 7y N K K K ( W.H ,fin k PROVIDE1/2"RECESS 83 t_ _ y� _ I y�pp S3 PROVIDE 1/2"RECESS FOR ? -- _ S3 I ( PROVIDE 1/2" RECESS FOR - S3 T LFRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH `* 1 Z-1 " 2 1 Oa" iD I �r FRONT DOOR. REFER TO 2r Oj r PROVIDE 112"RECESS FOR I LFRONT DOOR. REFER TO FRONT DOOR. REFER TO � �� 1 2'-1 " 1 FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ED® 11 I 10 - I ®® � -0" 4'-O,r 1_Or, Orr I ( ( , I O" ,Orr Orr 8rr I ELEV, APPROX. I I ( I 1 I 1 1 I ( I 11-112" BELOW F.F. ( o I I I I 00 - o i { ELEV. CAN BE NO - /,I, I o "' ELEV. APPROX. 1 I I �' I o co `n -4" ELEV. FIN. CONC. SLAB , LD ( I I I w01 -4" ELEV. FIN.I MORE THAN 1-1/2° CONC. SLAB BELOW TOP OF I 4" ELEV. FIN! 1-112" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO ( I -4" ELEV. FIN. 1 W01 ® CONIC. SLAB W01 1 — — — ■ ( C.J. D1 I I THRESHOLD. C.J. ■ - I VERIFY C.J. _ �, BEOLOWTOPOF12 EGRESS DOOR 1 I D1 I ELEV. APPROX. I ' C.J.OS D1 — _ ■ - _ _ I _ ( 9 THRESHOLD, FIELD , 1 1 _ 1-1/2" BELOW F.F. I _ 1'-4' 5'-8" 1 I I N I I { VERIFY Ln �I N I i I ELEV. CAN BE NO I T-0" x T-0" x V-0" _ T N �, ( I 1 1 I MORE THAN 1-112" I � I I I w/ (4) #5 E.W. N L o. ( 1 q ( 1 I I o i\ 0 1 i I BELOW TOP OF I I I I o S3 S3 [0 [ T 1 ® I EGRESS DOOR ® LO 55 ( I I 55 I I I 55 I I , 1 THRESHOLD. FIELD I 55 I i 1 D1 I I D1 1 I D1 VERIFY D1 ( 1 �. ■ I , I I , � I , I � �.I I � I I � o 10 � 1 1 u' I I I I 1 1 1 1 1 I I 1 O a 1 "SEE 8-3 FOR S3 T I S3 i T 1 S3 1 ■ ■ I "SEE S-3 FOR RECESS OPT." � L _ _I ----—__RECESS L LL I OPT.' y— CNI + c�■NHOSE II➢ ® HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIBW/IN FILLED CELL WIIN FILLED CELL BIB W/IN FILLED CELL BIBB BIBBWIIN FILLED CELL- -Z V-8" 8'-0" 1'-8" 1'-6" 8'-0" 2'-0" 8'-0" V-8" V-8" 8'-Orr 1 r_8" 1 1,4rr 1,1'4" 6 4" 11'-81r 6r_8" 6_8" 11'4" 01 it 7141 22'-8rr 18--0" 4101 24'-8" 10 72'-4" —INDICATES FILLED CELL Wl3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 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: A"=V-0" r , O W ga��;�Ngalsu� R'P� . 0;10 a+cWO�` .6i 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. H W v E O 0 co 0 Q U O W Cr c0 N O M N to to � r V xc ai M V z ik LL Q JELL SZ Lu W 11 N S 0 � a z 0 o U5�pjO' m w CLW @ N O U Q LLZ W N F V N � Z o W 0� V M t�) N M J M (nv) z () (D LL CJi 0 LU Ln U" J r _ E 8 I t N O M M 2 o i w z q LL Q E 01 ? z" on o X 0` a <� Q 0 $� a Wz CV <0 o Y m� 0 N Q _0 F 1� o <4 ;0 CD co uj =1¢ Otl .s r r d Cn c6 co co 1� r 1 o C M o 80 E M CS7 N U') I— C:)N C6 E LO T' o E N z � iri E C) z m m a E ' 'ay ' U Q p JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 2