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u 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 LU LU U a CONTROL JOINT DETAIL SCALE: 1112"=1'-0" •• ' ; •• #5 CANT REINF. SEE FND. FOR ♦ . �;I '^ QUANTITY °•' ♦' 'r' "' #5X25"X25" = .r� 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 W1.4xVV1.4 W.W.F. A A Aa da A d e - a .1 9 C d A A G < d T 47 A• A< . A• (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE W SECTION A —A S 2" 0 SCH40 STEEL PIPE w/ GALV. G 120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (/9M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" T-0" x 3'-0" x 1'-0" wl (4) #5 E.W. A S3 55 D1 TYP. @ 2-STORY U.N.O. 3'-0" x T-O" x 1'•0" w/ (4) #5 E.W. -77-R" 18'4' 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" 3'-8" T-8"40 13'4' '-0" '-0"10 13'4- 3'-8" S-8" 13',-4" 1 4" VERIFY VERIFY 3'-0" x 3'-0" x V-0" VERIFY 0. VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD L PAD L PAD S3 2'-0" x 2'-0" x V-0" E HOSE 2'-0" x 2'-0" x VV S3 S3 2'-0" x 2-0' x V-0" OSE H0 2'-0" x 2'-0" x V-0" S3 wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. RIB I B w/ (3) #5 E.W. CONDENSATE CONDENSATE 7 CONDENSATE PCONDENSATE 4' ELEV. FIN. 1 I I LINE -4" ELEV. FIN. 1 I 4' ELEV. FIN. LINE 1 I LINE -4" ELEV. FIN. w o CONC. SLAB 2 w 0 CONC. SLAB 2 Po CONC. SLAB 2 w o CONC. SLAB I I I I. I 12 1'-4" 6'-8" T-10" 3'-10" 2'-8" 2'-8" T-10" T-10" 6'-8" '-0" '- 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6-8" L.1'4' 1 �" �" 4" . 4" ■ El ■ P ■I I ■ ■ ® I I M ■ ■ ■ / ® ■ PROVIDE 11 X RECESS FOR r -----I-- 1 r ROVIDE 1 Y"RECESS FOR r VIDEO REFE R— I— 1 _ _ (— SLIDING GLASS DOOR. REFERTO — t T- _ — —1— —1— -- — _ , , LL�NG�CASSMOH REFER T I r _ _PR — — —1— — —I SLIDING GLASS DO R. REFER TO _ _ _ --I- — — — — --, t I MASON'S SCOPE FOR WIDTH I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I I I I I ® I M PROVIDE LINE FOR co D1 I I L co i I D ROViDE LINE FOR M I I co I I CE MAKER 100 M PROVIDE LINE FOR ICE MAKER D1 I I I �5- D1 PROVIDE LINE FOR M S3 I ICE MAKER I I S3 I I I II S3 I `/,�, 0 - INDICATES FILLED CELL WI300j�1 ICE MAKER I S3 11IIT I 3Y" MIN. 300PSI CONC. SLAB FOR � I I T HE5R0NO " MIN. Y GROUT \1I I I� TO BM W/1#5 REBAR V T, ABOVE SLAB. TYPICAL @ ALL I r Lm 0A j1 L 2PSI CONC. SLAB OVER 6 MIL. PLACES SHOWN HOOKED FTG L. jJ IL VISOUEEN VAPOR BARRIER I I DOWELS 17" EMBEOMENTW/25" � I I I EXT. ABOVE SLAB. GRADE 40 ® I I STEEL I ' DBL. SINK C.J. — — — DISPOSALzo I I I I DBL. SINK w/ I I I I DISPOSAL _ _ _ , C,J, _ ( DBL. SINKwI I - DISPOSAL D I L. SISPOSAL SALF — _ — I C, J. — I IIII ��II i 1 II r,III I1 JJ II�� II��,II I I I I I I I II I I �L_JL_J�L---� I 1 III �)II ��,II I I I II I , I i L---��I�JLJ� III�� I tL� II�> IIII III I , L_J�L---i EI I :3 __ `— 5-11 5-11" - 5 1 12'-5"12'-5" I ® I I I of I PWO I I PWO I I PWO U 1 14'-6' T-1 I I6 3'-10" 14'-2" I I I 14'- I' 3'-10" I 1 13-10" 14'-6" f I _l I r —, I 4 I I I I I I 10 I I I OLO I I I I ' OL 0' -0" ELEV. T Ln 0' -01. ELE . I I FIN CON . SLAB 0'-0" ELE . f FIN CON .SLAB I I I I I I 0'-0" ELEV. ® I FIN CONC. SLAB I i I I i I I I FIN CONC. SLAB C.J. _ _ I I _ I I C.J, � C.J. I I C.J. I I i I I I GG I I GG I I GG I I I I GG S3 I ® I I@ FOUNDATION I I I 1 I I I @ FOU DATION I I I I@ FOUNDATION I I I I I I @FOUNDATION I 1 -4" ' I I 2' 0" 2' 0" IEl I _ 16'-0 6'-0" Z 0" I I 16'- " I O I I_ � JI--,--I� _�I i I I I I I I I I I I I Ir I I I I ® I I i I L_ I I I I I I ►I )j I I� I f��--, I I I I I I I I I I I I I I I I I I I I 1 I (ELEV. APPROX. I I I I r I I I i _ r I l ( I I^ ELEV. APPROX. 1 1/2" BELOW F.F. (ELEV. 1 I I I I I I I I I I I 1-1/2 BELOW F.F. CAN BE NO 1 (MORE THAN 1-1/2" I �� I �� I I 1 I �� `� I I / I NO I ELEV. CAN BE MORE THAN 1-1/2 " ■ — I BELOW TOP OF I ■ (BELOWTOPOF EGRESS DOOR - I EGRESS DOOR (THRESHOLD, FIELD I I o.Hl I I I I I I - I OP I _ I i I I ?K--N ( THRESHOLD. FIELD (VERIFY K N ji N K I I CO K iv w.Hl I �� �� C° N VERIFY PROVIDE 10 RECESS FOR S3 LONT DOOR, REFER TO �v 1 SCOPE FOR WIDTH I_� 2'- _ k LAA_�� OJ' Z-10 ' S3 PROVIDE 112" RECESS FOR 1 v FRONT DOOR. REFER TO J L MASON'S SCOPE [ 0R WIDTH PROVIDE 1/2" RECEStF co S3 FRONT DOOR. REFER v MASON'S SCOPE FOR t_�,- r �' I 2'-10�q" 2'-10q" S3 PROVIDE 12" RECESS FdR I L FRONT DOOR. REFER TOMASON'S MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® ® ® I ® ® ® ■ .4^ .4^ r 4^ F .4^ � I IJ I �O.'-0" I I I I I '_0" ' -0' 4'-0" -0" 0" 10'-6" 10'-6" 4'-0" 1-8 1'-8" 4'-0" 0" 0„ O'-6" 1O'-6" 1 jo" 4'_0' ;p -4" ELEV. FIN. = io I -4" ELEV. FIN. I - W 9 -4" ELEV. FIN. - 9 -4" ELEV. FIN oo ;n I I CONC. SLAB I I CONC. SLAB I CONC. SLAB CONC. SLAB I I PW01 ® I ELEV. APPROX. ® I PWO I I I 1-1/2" BELOW F.F.- - — — — — — — - - 2 ELEV. CAN BE NO _ C.J. _ .- _ I _ _ =1 C.J_ _ I ELEV. ROX. I I MORE THAN 1 1l2" c C.J. _ _ C.J. _ _ N I r I N I �, 1.1/2 BELOW F.Fii_ I BELOW TOP OF in I a N I I N LU a 1'-4" 5' 8" o I I o I ELEV. CAN BE Nab MORE THAN 1-11 I I EGRESS DOOR THRESHOLD. �I J. I I J. 5'-8" 1'-4" N L I J• I I , I ^BELOW TOP OF FIELD VERIFY I L N S3 S3 o I o I ® '- EGRESS DOOR I ® I I I I 9 S3 S3 55I I 55 55 D1 I I Di FIELD VERIFY D1 I I D1 ■ I I 1 I I_ co I I ■ I A co J L— J S3 o CD I- Lo"SEE SS FOR" S3 I ■ I ■ ■ ■ L S3 1 0 4 RECESS OPT. = J L — — — YS3 — _j _ I _ - — — — — * RECESS OPT.-L N — � — — L I L c� ® ■ S3 S3 HOSE ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WIN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL WIIN FILLED CELL BIB V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 11'-4" 11'4" 11'-4" 6'-8" & 6'-8" 7'-0" 22'-8" 134" 22'-8" 7'-0" 72'-8" 3'-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. 0 et CV 55 io D1 d' TYP. @ 2-STORY U.N.O. 0 0 r T-0" x T-0" x 1'-0" w/ (4) #5 E.W. 0 FOUNDATION PLAN SCALE: Y4"=1'-0" 1 N co cNI 00 O r Q a• c� gz �.� SU n_ n _= :*.-W CWac: W t2. 2l ZE re Q) Q w . tr � � n e7 Cj r GA a O N 0 CV � • a!r Id".d 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. N W d EE N p 0 m 04 c ac .4 C J Sz2 LL WLL LL LL 5 J a- Z Co q °' a too �o , WC/) 0) m w d Z U) Z� IL L MZ k N O U < Z W E3 13 z N z C a N z D a- LU C —� C) O w s ILn Ly v N I r— r U man LLJ °� U • d Q 0 N 0) r. 0 O W Cl) o � Z Z¢ � � zo o Z� a Eo E U wo c0 z w¢ __ I— fu R L) Z CV ~ Z. ao �Z aZ `J L (� N C z U .0 m� F O O¢ Z z J . Z �n 3 < 0� o� aZ W V j0 z O F O wa 1 a °zlao1 3 op >� Nco O cN =) O N Ln T N o I A Y 00 v J co N Ln 04 O Lo O N Q T It Ln s O r T T O Z E O N W c c � E 0 a U ¢ p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 2