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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" SAWCUTx 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w cry a CONTROL JOINT DETAIL SCALE:1 112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'.0" i I CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xVV1.4 W.W.F. A aa . . — .. da .. e a Q. Q. d ° a a Q (4) #5 ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 11111111011 SECTION A -A 4 6 a a 4. 0 T 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 a a. \CONCRETE SLAB (F'*M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" SYMETRICAL 18'4" J 18'-0" 0 18'-0" 18'-0" 01 134" 3-8" 0 T-8" 134" '-0"01 T-8" 134" '-0" '-0" 1 T-4" J T-8" op 40 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 L AC PAD T-0" x T-0" x V-0" L PAD PAD L PAD 3' " x S'-T 14" PAD S3 wl (4) #5 E.W. S3 S3 4 �E. ) 2' 0" x 2' 0" x 1' 0" HOSE HOSE 2' 0" x 2'-0" x II A" 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 w/ (3) #5 E.W. wl (3) #5 EIBB.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. BIBB CONDENSATE 1-1 CONDENSAT CONDENSATE CONDENSATE (— LINE -4" ELEV. FIN.LINE I I I LINE -4" ELEV. FIN. 1 I I I LINE 4" ELEV. FIN. 1 I I I LINE I -4" ELEV. FIN. I I Q _ A w a CONC. SLAB o 2 I w CONC. SLAB I 2 1 w a CONC. SLAB I o 2 CONC. SLAB 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" 3'-10" 6'-8" 1 -0L. -8" T-10" 3'-10" 6'-8" '-0" '-0" 6'-8" T-10" L. 3'-1oilL& 2'-8" 4" 4 .4" 4' ■ ® ■ ■ ■ ® ■ ® ® 11 Ell ■ 11 PROVIDE 1 %" RECESS FOR r 1 P OVIDE 1 y' RECESS FOR r I I PROVIDE 1%_RECESS FOR PROVIDE 1 %" RECESS FOR 1 o _ _ SLIDING GLASS DOOR. REFER -I - TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I _ t — I I -� — — — — — — — SIDING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH _ _ r I I —I —]— — — — _ SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH _ I r — —1— I I SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LINE FOES — I ICE MAKE CE MAKER E MA ER ICE MAKER D1 L 00 I I - C I I _ C9 I I I M D1 � I I D1 I M co I � I D1 I M co I I M I D1 I I I Fo %® I S3 : �J 1IL 7 rIL� S3 S3 I I I S3 I I 7J� j "01 II( / L/ ■I � TIIIIII1 3Y" MIN, 3000 RSI CONC. SLAB FOR II r 7 I 11 �III II II I � I,I"tI 1- HOITY N L 2500 PSI CO SLA VISQUEEN APOR BARRIER J S DBL. SINK C.J_ �$POSAL DBL. SINK w/ -1 DISPOSA(_ - , ,- 60 DBL. SINK DISPOSA _ _ _ DBLSINKw/� SPOSAL � -I I U TYp@ 2-STORY UNO. r-) I I J IL IL_R r) I I I_j r) I _j J =` E: ] E: 5'-11 5-9" 12'-3" 5'-9" 12'-3" 12'-3"C 5WIIIIII11D '-r910\D— I WP01 W01 1 d Cj C d zo iD 14'-6' T-1 T-10" 4-2" T-10" 14'-2" 14'-2" T-10"co I1II1 Cl fIIII1I1I I 0'-0" ELE . 0'- " ELEV. 0'-0" ELEV. 0'-0" ELEV. FIN CONI. SLAB FI CONC. SLAB FIN CONC. SLAB I I FIN CONC. SLAB c.J. a — --IIIIIII —■■ c.J. —�I�IIIIIIIIIIIIIIIIIIII c.J. _ —IIIIIIIII L tIIIIII11 —� `° GG G I I G @UNDATION @ FOUNDATION IIIII I @]FOUNDATION I @ FOUNAT�ON I 2,0 16' 2'0, IL 16'-0 2 0I I � tI -- ®■®® L J L J L J L J I co ,co «Q0 I�l\ co IIIIIII1II IIIIIIIIIIIIIIIII F_ ELEV. APPROX. 1-1/2" BELOW F.F. \1 1� ELEV. CAN BE NO MORE THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLD] — FIELD VERIFY LHH CO / I `° IK N I� W.H PROVIDE 1/2" RECESS FOR19 DOOR. REFER TO MASON'S SCOPE FORW 2' 1' PROVIDE 112"RECESS FOR LFRONT DOOR. REFERO 2j" SPROVIDE 112"RECESS FOR LFRONT DOOR, REFER TO 3IL SIiI1 PROVIDE 112" ORFRONT FRONT DOOR. REFER TO _SC _I 2 10s MASON'S SCOPE FOR WIDTHID FM24 MASON'SSCOPEFOR WDTH MASFN'S OPEFOR WIDTH 01 FM24 ® ® ®■■■ 4'-0" 0" -0" -IELEV. APPROX.0" BELOW F.F. 011-1/2" 00 I co ELEV. CAN BE NO ELEV. APPROX.C) -1 -4" ELEV. FIN. SLAB 4" ELEV. FIN.LO MORE THAN 1-112 CONC. SLABELOW TOP OF 1-1/2" BELOW F.F.to 4ELEV. FIN. CONC. SLAB -4" ELEV. FIN. CONC. SLAB PW01 W1CONC. 0 EGRESS DOOR MORE THAN 1-1/2" 1� C.J. THRESHOLD. FIELD C.J. (VERIFY C.J. BELOW TOP OF C. J. THRESHOLD. FIELD . . 1-1/2" BELOW F.F.Lk_ 11 _D _ V-4' 5-8" 7 ' C) VERIFY � 10 � I ELEV. CAN BE NO k I11IIII 0 T-" x T-0"x 1'-0" MORE THAN 1112"I wl (4) #5 E.W.(i) BELOW TOP OF S3IIIIII1I1III S r 10 55 THRESHOLD. FIELD I 555 VERIFY5 1 I co —o IIIIII o SEE S-3 FOR S3 T S3 ■ ■ "SEE S-3 FOR S3 RECESS OPT." _-- RECESS OPT."L 4-.4 -1 ® Ell HOSE 2#5 ■ ERTICHOSE HOSE777 VALS ■ 111111 (2) #5 VERTICAL S (2) #5 VERTICALS BIB MIN FILLED W BIB W/IN FILLED CFI BIBB BIBB WIN FILLED CELL 1 8'-0" 1'-8" T-6" 8'-0" -10" 2'-0 8'-0" V-8" 8'-0" 1'-8" 11'4" 11'4' L. 64" 1 V-8" 6'-8" 6-8" 11'4" 7'-0" 1 22'-8" 18'-0" 24'-8" 72'-4" FOUND SCALE: 4"=V-0" ��v a ✓,ATUAL RE V,EW ASSIST eo�� Sit Inel for car�.pir�:, ;'Ate'( - Edition by Debi, ;,- -INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 STEEL ,TION PLAN ?7 roved �, 7th 1. CNJ � \ r0 r.- o U�G G;. d 9 0— rZ.3 tot To 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 Enginee s signature and seal. N 04 � W QCT:) E O OU N LJLL Q C,4 N b7 c 'd in °� o w EL M Q 13 N aNi OT u_ LL 3 - 0 a w ZI � � o z W W _ � N (O o � 5Z) wi O m W IL ILLZ -�azmu L, m Z Lij d o zN O U < U) J 0 W ❑ ❑ ❑ U o S CDz Q ri- z CE / C n ' W �N 0 o C w u owo N �N �y N i- U 6 L!J — }_ a� U o y L+' U) a°1i Q Q N 14I� O c0 W coco zo 3 z i U_ E n o oo ¢N oi ca. E o -� w z z® oa (U g0 ¢ ¢ U O 0. O E o ro cV d O az w O Z ww L ¢ O m 0 (� Cn C Or U 1 O O, J N m Q W 1 cn a) < o< Z z ao W o Z w� F �o O CD a= .° T N c6 r co CD N_ In o Lid C m g 00 r N N a-•+ CN Q n C� < L ! NT LO 00 L E w c o Z co Z E O m a 0 _j Q o JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 2