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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 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z w g CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" " -#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" (4) #5 REBARS CONT. CMU BEARING WALL FOOTING 5x5x / " A 6 STEEL BASE PLATE 1 0 0 SCALE: 3/4"=V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE -- (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" TV x T-0" x 1'-0" w/ (4) #5 E.W. — 0 A S3 55 D1 TYP. @ 2-STORY U.N.O. T-0" x 3'-0" x V-0" w/ (4) #5 E.W. — -701_Q11 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" T-8" 31_811 131A" 011 ,-0" 1 T-4" T-8" T-8" 131�11 11 411 VERIFY 40, VERIFY 3'-0" x 3'-0" x V-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C L (2) #5'S PAD PAD PAD PAD (2) #5'S L L L S3 2'-0" x 7-0" x V-0" 0 E HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 2'-0" x V-0" SE HOSE 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. BIB w/ (3) #5 E.W. wl (3) #5 E.W. 6*1113 BIB w/ (3) #5 E.W. �I CONDENSATE CONDENSATE c� Icj CONDENSATE CONDENSATE 16 FLINE 4" ELEV. FIN. LINE OIL I I LINE 4' ELEV. FIN. 1 I I 4" ELEV. FIN. LINE I I I OL -4" ELEV. FIN. $ CONIC. SLAB 1 o CONC. SLAB 2 o CONC. SLAB 1 o CONC. SLAB 2 C I 2 1' " 6'-8" T-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10' 6'-8" -(!" 6'-8" 3'-10" T-10" 2'-8" 2'-8" T-10" 3'-10" 6'-8" 1' " 4.4- / I -4" .4" .4" ■ ® ■ ■ ■ ■q I UD �l ■ ■ ■ FF ® ■ PROVIDE 1%ECESS FOR _ — I I— I PROVIDE E 1 Yz" RECESS FOR PROVIDE 1 j'a" REC q OR I— I SLIDING GLASS DOOR. REF _ -f- R 0 I — I _ — —I — — — — I I (DIN _ �LA�SDOb�R F�ER I F SLIDING GLASS DOOR. —I — — EFER TO I I t — — — MASON'S SCOPE FOR WID I I I MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR DTH I I I I M PROVIDE LINE FOR D1 L I I D ROVIDE LINE FOR I E MAKERI I I M I cm M J I PROVIDE LINE FOR - I zo ICE MAKER D1 I I I PROVIDE LINE FOR S3 ICE MAKER r, � r4 -1 I INDICATES FILLED CELL W1300 _ n ,771 ICE MAKER I S3 f T I r I I I I III I If II i N I y 3 z" MIN. 3000 PSI CONC. SLAB FOR T T I I Ir 11 T, f I HERNANDO COUNTY ONLY. 3y" MIN. I I I I PSI CONC. GROUT FROM FTR. I �I I TO BEAM WI 1#5 REBAR VERT. I � I ABOVE SLAB. TYPICAL @ ALL -Jj �J r L� ji LL _� 2500PSI CONC, SLAB OVER 6IL PLACES SHOWN HOOKED FTG. L-�- LL � VAPOR BARRIER I I DOWELS IT EMBEDMENT W125" I I I I EXEEALBOVE SLAB. GRADE 40 ® I I I DBL. SINK C.J. _ - - DISPOSALDISPOSAL w/ � I I I DBL. SINK w/ I -_ _ _ C.J. I I I I DBL. SINK wl I I � C.J. - - _ , DISPOSAL D L. SINK wl ISPOSALF _ _ _ , C.J. IIII �� II I III L---JLLJ r, III II J� III �� II IIII I III I I ( I LLJI_JJIL_--J I I I I I IIII rII �� III I h II I I j I III II II IIII III l-JAL---J I --_--__� I I L---i8-<✓Jl- -E-_- -- I LL ---�- 12'-5" L5'-11 " 5'-11 "L 12'-1 " 12'-1 " T-11 " 5 11 " ��12-5" ® I I I I �I I PWO I i PWO I I PWO I I I D1 D1 I I - D1 CU I I U r? 6 I Y Y U `° `° 14'-6' T-1 " I I T-10"1 4'-2" I I I 14'- I' T-10" I I 13-10" 14'-6" I I I I I I I� I I I O I I I I O I 0'-0" ELEV. Ifi I I 0'-0" ELEV. I I FIN CON . SLAB 0'-0" EL `rr' FIN CONC. SLAB I I I I 0'-0" ELEV. ® IOIL FIN CONC. SLAB I I I I I I I I FIN CONC. SLAB C.J. _ — I I — ;� I I 1 C.J. C.J. C.J. I I Y —_I- CD I I I I i GG i GG I I GGI� GG S3 I S3 I@ FOUNDATION I I i I I I @ FOUNDATION I I I I I@ FOUNDATION I I ( I I I I @ FOUNDATION I 1 '-4" I I 2' 0" 2' 0" I I _ 16'-0 6'-0" 2' 0" I I 16'- ' I I 2 I I I I I I �- _ �I--I�--� I I I I I I I I I I I ® L JI IL J L �I IL I I I I I I I h 11 I I I ( I I I I IT ELEV. 1E2" BELOW F.F. 1 I I I I I I I Ir 1/2" BELOW F.F. (ELEV. CAN BE NO (MORE THAN 1-1/2" I I �� l\ 1 I /% �� I I I I I I I-- M I �, I I /J J 11\ ELEV. CAN BE NO 1� I I MORE THAN 1-112" ■ (BELOW TOP OF — — — L \��Jl� -� t— — — — — I I I — \�\�i L. -� — — — BELOW TOP OF ■ EGRESS DOOR EGRESS DOOR I - - - I (THRESHOLD. FIELD I 1J THRESHOLD. FIELD (VERIFY K PROVIDE 1/2" RECESS FOR i4 S3 iD io iv I� L\ ( I I I I i� H, H,VV I iv _ �J K I I I S3 �p PROVIDE 1/2" RECESS FOR K PROVIDE 1/2" RECESS F R S3 cn (► I I I M iv I W.H H.W /I t ��- _ _ `#� r_�J io cv K VERIFY CD S3 PROVIDE 1l2"RECESS FJR FRONT DOOR. REFER TO v I MASON'S SCOPE FOR WIDTH 2'- Oj' 2'-1 O�" v FRONT DOOR. REFER TO _j L MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER T v MASON'S SCOPE FOR WIDTH I 2'-10 " 2'-1 Oil, I �t FRONT DOOR. REFER T0� MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 FM24 ■ ® ® ® I ® mt � ® ® I ® ® ® ■ 4" 4" 4" 4" / I I 1[1 I / I 1 I811 / I I I I I I vZ-01, 011 4'-0' 011 01 10'-6" 10'-611 011 011 4'-0" ,11$" 11 4'-0" 011 011 10'-6" 10'-611 O11 1 011 4'-0" ,ten 01 I -4" ELEV. FIN. n I I -4" ELEV. FIN. I I I v -4" ELEV. FIN. I I -4" ELEV. FIN( Can CONC. SLAB I I CONC. SLAB CONC. SLAB I I I CONC. SLAB PW01 I ® I IM I00 PWO D1 _ _ C.J. - s° O� _ I _ _ I I C.J. - C� I 0 i7 I- � C.J. to C.J. _ _ a I o� C.J. _ _ I _ — I C.J._ _ I _ _ 44" 5'-8" - N 3' 0" x 3' 0" x 1'-0" �n I I N I I IT + I _ _ ELEV. APPROX. N I I I N �, T-0" x 3' 0" x 1'-0" F-8" 11�11 - I ELEV. APPROX. N L o -1 wl (4) #5 E.W. I I o I I I I ® - 1-1/2" BELOW F.F. I 1-1/2" BELOW F.F. ED I I I I o I w/ (4) #5 E.W. 4 L N S3 S3 55 I I I 55 ELEV. CAN BE N01 I I ELEV. CAN BE NO 55 I I I 55 5 D1 I D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 I ( ■ I I _ BELOW TOP OF I I BELOW TOP OF a I I I ■ I I EGRESS DOOR °P EGRESS DOOR I 2'•6" X 2' 6" % i' On ( 'n I I �n `n I 2' 6" % 2' 6" % V-0" r o I I I w/ (3) #5 E.W. THRESHOLD. I w/ (3) #5 E.W. I I I o Cl) FIELD VERIFY ( I F M S3 J I J - I- - I I J+Q"SEE J S3 S-3 FOR S3as S3 0oS3I"SEES 3 FORRECESS NT I i OPT." L---80 —— — L — RECESS OPT_" `nJHOSE HOSE BIB �, L 00 �i BIB S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS WIIN FILLED CELL WIIN FILLED CELL BIB MIN FILLED CELL MIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-81, V-8" 8,_0" V-8" V-8" 8'-0" 1 i_p" 11'-4" 11'-4" 1 V-4" 1 V-4" 6'-8" 6'-8" T-O" 22'-8" 13'-4" 22'-8" T-O" 72'-8" T-0" x 3'-0" x V-0" w/ (4) #5 E.W. 55 D1 TYP. @ 2-STORY U.N.O. 0 M iD M T-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. I v FOUNDATION PLAN SCALE: Y"=1'-0" M c car ilk O c m t+M — m >e c"-c- N (n CV -C N O (U N Y s= d CM y a� ra c Cn m 13 2 L' CM CV 0 CV CV N O 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 E N 3 V CI a M J u- J LL 55 in Z Z @-rn O 0 10 W O f 1] . � -N N tD m U Q �2�z d 0 W LLO"' L. z b V ❑❑❑ Z W c9 � � N N O p� L.l l p � /� VI^^J C", N -- 3 L $ nl r_ `R O ® 0 N ti o w Z J I Ecu 2 9 0 O O EI p U 01 �M i 4 � o 7 W rc w9 < 8 71 ti W �n T 0 M J� K iK s U' C 0 1"' >� +2 M t c� coN 00 d' T 00 T 1 r^ V) o r 60 ca 00 r- F-- Ln 6 o 04 L17 CD Q O N LOCH 1 T 7 O y z c ry E E N a f0 c c a t� 0 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 2