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IT-41111"Pwn—Itrepee'I111W, IR_flip 1 - 1-1 rp 1 I 1Alli11.1I r I �ItI I�Rrill� �i I 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 OR FIBERMESH REINF. SEE PLAN. � 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w co CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" '• �• #5 CONT REINF. •, SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. ,� f • _' '� REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. 4. d ° ° /♦ ♦ Q ♦ 6 a ♦ a (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING1 SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE — yI 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 M24 BOLLARD DETAIL PER PLAN SCALE: 314" = V-0" T-0" x 3'-0" x V-0" w/ (4) #5 E.W. o A CO S3 O� 55 D1 TYP. @ 2-STORY U.N.O. T-0" x 3'-0" x V-T w/ (4) #5 E.W. -70._Q" 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'4- T-8" 3'-8" 13•4- '-0" '-O• 13'4" T-8" T-8" 13'-4" 1'-4" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY VERIFY LOCATION OF AIC 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 PAD PAD L PAD L PAD S3 2'-O" x 2'-0" x V.0" OSE HOS 2'-0" x 7.O" x V-0" S3 8�Kw/ S3 2'-0" x 2'-O" x V-0" HOSEH 7-0" x 2'-O" x V-0" S3 OSE w/ (3) #5 E.W.I RIB RIB w! (3) #5 E.W. (3) #5 E.W. SIBIB wl (3) #5 E.W. � CONDENSATE � CONDENSATE CONDENSATE � CONDENSATE � OIL -4" ELEV. FIN.LINE 1 I LINE -4" ELEV. FIN. 1 1 -4" ELEV. FIN. LINE 1 I LINE -4" ELEV. FIN. o CONC. SLAB 2 $ CONC. SLAB 2 0 CONC. SLAB 2 o CONC. SLAB h I I 1'4' 6-8" T-1O" 3'-10" 2'-8" 2'-8" T-11 L& T-10" L& 6-8" a '-0" '- "it 6-8" T-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10" 6-8" 1'-4" 4^ 4' 14" -4" ■ ® ■ ■ ■ ■ ® ® ■ ■ ■ ® ■ PROVIDE LYLRECESS FOR -- ROVIDE 1 V RECESS FOR - PROVIDES RECESUQR — — SLIDING GLASS DOOR. REFE TO I — I I LIDINGS$6bOR. REST r SLIDING GLASS DO R. REFER TO I 1 I MASON'S SCOPE FOR WIDTH I I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I 1PROVIDE ® I M PROVIDE LINE FOR D1 I I L_ rRIDE LINE FOR M I I m I I D1AKERI I J OF M PROVIDE LINE FOR - I ICE MAKER D1 I I I D1 LINE FOR M S3 I ICE MAKER r� I I S3 I -n r 1 \, I I �,L S3 I INDICATES FILLED CELL W1300 ,� R� ICE MAKER I S3 = I ` I �I I I II / I I 3 2" MIN. 3000 PSI CONC. SLAB FOR I�I HIN. PSI CONC. GROUT FROM FTR. I 111 11/� , 4` / 11 TO BEAM 01#5 REBAR VERT. ABOVE IIl ( �I r r �25PSI CONC. SLAB OVER 6 M oo JILLACES SHOWN HOOKED FTG. � OLL VISQUEEN VAPOR BARRIER DOWELS 17" EMBEDMENT W/ 25"��ll I I I EXT. ABOVE SLAB. GRADE 40 in I I STEEL I I DBL. SINK C.J. - - DISPOSALDISPOSAL = 1 I I = I I DBL. SINK w/ I I � _ _ _ C.J. I 1 DBL. SINKw/ I I � DISPOSAL D L . SINK w/ DISPOSAL, _ _ _ , C.J. _ I (III rJ II IIIL J �J III JII II l� IIIII I I I OIL J L_ j I I I I I JI L- <J II rJ III 1 I nL _j JII I I I III 11 IIL_ II 11 (III I L Jul I 1 _� JIL== __ I _-� — = I I i L= _ J B� _ _ _ -�- I -�- =—�'L -_�- 12'-5" L 5-11 _-- 1 6-11 L 12'-1" 12' Ll 5-11" 1 r 5 i I L 12'-5" ® I I I I I PWO I PWO I I PWO I 1 D, D1 I I Di I i U I I N I I I `° C 14'-6'I L& 3'-1 I I6 3'-10" 14'-2•. I I I 14'- I 3'-10" I I 13-10" 14'-6, III 1 I I I I I I , I. I I 4 ILO I M I OL 0'-O" ELEV. I I T OL 0'-0' ELE I I FIN CON . SLAB 0'-0" ELEV. LO FIN CONC. SLAB I I I I OIL 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. I C.J. 1 ;0 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 I I I IO" I @ FOUNDATION I ( 1 I I@ FOUNDATION I I I I I I @ FOUNDATION I 1 '-4" I I 2' 0" 2' I I 16'-0 6'-0" 2' 0" I I 16' " I _ _ I I -� I I ' I `� I I I I I IL-- I I L I I I r I I JI—r—II � I I= I I jI ® I L- I I I I ELEV. APPROX. I1-112" I I I I r I I I I r; I I I I I I^ ELEV. APPROX. BELOW F.F. (ELEV. CAN BE NO (MORE THAN 1 112" I I I 1 / I t\ I I I 'J' i I �l� I I I I i I I 1 ( I ` I J \ , I I\l r I I l� I 1-1/2" BELOW U. ELEV. CAN BE NO I MORE THAN 1 1l2" — — ■ TOP OF — — — 05�' ��.J L_ — — — — I I r I i ��-�� J — — — BELOW TOP OF I ■ (BELOW EGRESS DOOR � EGRESS DOOR \i' (THRESHOLD. FIELD I I � � `4 �� `O � � I I `O I `Q I OLD, FIELD VERIFY K PROVIDE 112"RECESS FOR Ep S3 iv 1 t _ H. I H.W/ 1 N _ `f u J K 1 = ^ I I S3 r� PROVIDE 112 RECESS FOR K " _ PROVIDE 112 RECESS F R c�, S3 N j / �W.H1 �H.W� I t_ �„� _ r_ J q N K VERIFY S3 PROVIDE 112"RECESS FOR LFRONT DOOR, REFER TO .� I MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-10 " I v L_FRONT DOOR. REFER TO J L MA3`�' GOPOR WIDTH FRONT DOOR. REFER T 'MASON'S SCOPE FOR WIDTH r 2'-1 Oi" 2'-1 Oj" I v FRONT DOOR. REFER T0I MASON'S SCOPE FOR WI TH FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® 1.® ® I ® ® ® ■ �^ �" �" .�" / I '-0" / I I I 1 I '-0" -0' 4'-0" -0" 0" 10'-6' 10'-6" 0" 4'-0" 1-8 1'-8" 4'-0" 0" 0" 0'-6" 10'-6" 0" 4'-0" I ;n of 4 In -4" ELEV. FIN. a is I I -4" ELEV. FIN. I a d I I o It -4" ELEV. FIN. = I I � -a" ELEV. FIN = ,o0n I CONC. SLAB I ( CONC. SLAB I CONC. SLAB CONC. SLAB I PW01 ® %I ELEV. APPROX. I PWO I I I --- -- D1 �i I I ----- _ I 2 ELEV. CAN BE NO I _ c -1■ C.J. ■ I - - T - - I - T C'J= - I o ELEV. ROX. I I MORE THAN 1-1/2" c CJ - _; C.J. ■ - - I ■ - r N 1'-4" 5'-8" N W o I I N I I I W I I �, 1-1/2 BELOW F.F11� ELEV. CAN BE Nd� MORE THAN 1-1/2r I I Ln I BELOW TOP OF Er EGRESS DOOR THRESHOLD. I o N ;� IBELOW I I I I I a I 5'-s" 1' 4" I I I 1 I F TOP OF FIELD VERIFY 9 I = S3 S3 L' I �' I ® T EGRESS DOOR I ® I I I �, I M S3 53 55 I I 55 I THRESHOLD. ( I I 55 I I I 55 D1 I I D1 FIELD VERIFYLO D1 I I D1 ■ I 1 1 I I= I 1 I ■ I I I I I A I A = S3 Jill J I I J S3 I "SEE S3 = I S3 ■ S3 S3 I 0 Q S-3 FOR I ■ ■ oq * �' CID RECESS OPT." L — — — — J I — — — — — RECESS OPT." II I ® ■ S3 S3 THOSE HOSE -/t ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WlIN FILLED CELL WIIN FILLED CELL BIB BIB W/IN FILLED CELL W/IN FILLED CELL BIB 8'-0.. V-8" V-8" 8'-0" V-8" 10 1'-8" 8'-0" 1'4" V-8" 8'-0" V-8" 11'4" 1, 11'-4" 1 V-4" 1 V-4" 1& 6'-8" 6-8" 10 7'-0" ae 22'-8" 13'-4" 22'-8" 7-0" 72'-8" 34" x 3'-0" x V-0" w/ (4) #5 E.W. 55 iq D1 � TYP. @ 2-STORY U.N.O. 4 7 M ih Y ih M T-0" x T-0" x V-0" wl (4) #5 E.W. Y O cn FOUNDATION PLAN SCALE: Ya"=1'-0" cv CZ,0 1`- O Qm N r .. M Ix L -0 O L M O M 0 N Y C : cn E '= Q O 3: M ^ (D C 3 > '— N > w Cr 0) a- -0 Of E 0 cB F M C OU O > > a 0 W 2i N 0 r-.. ' 'f To the best of the Engineer's knowledge, information and ballet, 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 Englneer's signature and seal. n 10- � $ $EOD N8 J OLL V V C C 0 .5 G at L` NPL W �orL a a � LL a LZ C t, O 13 Z �° o�o0: ACGfrO 2 pQfaW ¢ az IL z zL a Oa N OU0�� Z W ❑ ❑ ❑ 0 z C14 M z F J �N z (Dra� U 1 ) O N c t/1 � LILI Q I� o w r$ E 70 dR a o Q E a w� Z H � Q g� o D S J3 C z � 0 z J� W 8 V W _ NW rZ S a5 ,o 2 > .4q' = a� d N 0 Cp T � \V � � N o V CCn I� C N � o 00 o m N � N N Q r T`N11.0 � d' o Z :3 O iri E y Z M cE a 10 U � Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 2 Ill