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L 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 BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 V-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x T-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND r r INDICATES SINGLE -STORY WALL FOUNDATION L________, INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN —T� w co a CONTROL JOINT DETAIL SCALE: 1 12-=V0' TYP. CORNER BAR PLAN DETAIL SCALE: 1 12'=1'-0- 5x5x3/8" A36 STEEL 1 „ BASE PLATE 0 co n A fil 5" SECTION A -A A #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN M24 BOLLARD DETAIL SCALE: 3/4" = V-0" ve OV -V V-8" 20'-0" 20'-0" 20'-0" 20'-0" V-8" 6'-8" 13'-4" T-8" 15'-4" -0" '-0" 15'-4" T-8" 13'-4" 6'-8" N VERIFY OF A/C 55 SITE LOCATIONby PAD PER COMP. COMP. VERIFY LOCATION F3.0 tf HI L VERIFY COMP. VERIFY LOCATION OF A/C COMP. PAD PER SITE 55 N D1 D1 S3M S3M F2.5 4" PVC CHASE OF A/C PAD PER L SITE S3M L LOCATION S3M PAD PER OF A/C SITE 4" PVC CHASE F2.5 — F2.5 r I I F2.5 — L I I� 11 III 11'1 11 II CJ OJ 0 CJ m � t II III 11 II 11 II I L S3M 1 i� II M M 1 II III 1 S3M A ® I S3M i� II 411 S3M S3M 4 V %II I I I O1_O1 III � A I S3M I MI I o o T 7k xI III I o I cJn I II �, 1' j I 1 1 Z/ Zz V I II II I I I I w o I ccnn I II 11 PROVIDE 1 PROVIDE 1 T' III S-4" 1 I 1 I RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S I I I III I I I - - I T-- - -4 ----C-I- ® ®® I I SCOPE FOR WIDTH SCOPE FOR WIDTH 1 I IM® IID I A I PROVIDE 1 1/2" N CVCINI N I I I I 4" PVC '1 II c 1 1 I v II C' I I 4" PVC II II IN N I L_ ---- PROVIDE 1 1/2" I A RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH I I CHASE 1 1 I I 1 1 I I PW01 I I a' I o� I I CHASE I I I I i t I I I I RECESS FOR SGD. REFER TO MASON'S S3M SCOPE FOR WIDTH I D1 SINkI 1 Co io I i§INK 1 55 I I I a I 1 ----------- I I -------------IT _ - - -- - - - - -C— - - -- PW01 - o I -------- --- I I I Tr----------- II 55 I D1 D1 I I I I II II p 1 I I I I I I II PW01 II �I 11 11 it D1 III 11 II 1 I II I 5-10,1 I I 14'-2" 14'-2" 1 1 5'-10" I ( I 1 16'-14" 16'-14" 1 T-104" I 1 T-104" I I 16'-o-„ `N 4 of I I N r r-I Ij ---1- I I 11� q II I 0 0 SIN I I I IIT '- II I I III INK _ 5'4' I 8'-7Z" �N I 1 6'-Oz" I I GG I I II 11 I! I ( 'n 3M 6'-OZ II i 8 -72 1 5'�n � � I S3M 1 1 � � I I I II }— II I I I I CV I — — — — — — — —fie}— — — — CV o l� - I -1" T-10" 1 1 10'-1" 10'-1" I I 7'-10" 2'-1 I _ ��I r q '1 1 � PROVIDE 1 5/880 "x9" I RECESS FOR DOOR. L--- I I I I 19 I I ILO GG --�---- J I I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR! lA J S3M I I 11'1 I I S3M i-L _ r SLOPE S3M 1 -0" ( I I W/C I I 0 I I II III111 II I k� Ir I I W/C I I 1 • ( I 1 n 0 -0 1 S3M SLOPE 1 S3M F I ELEV CAN BE NO MORE THELEV APPROX. 1-1/2" OAN F.F. L j PED I I l ( I PED L J BE LO ELEELEV. CAN BE NOV APPROX. "MO E HAN S3M EO 1.1/2" ELOW TOP OF EGRESS F3.0 I K I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I l g K 1.1/2"BELOW TOP OFE RESS r" DOOfiTHRESHOLD. FIELD iv 1 I I RECESS FOR DOOR. RECESS FOR DOOR. I I I I , N DOOR THRESHOLD. IFIELD L 2,�n VERI S3M CV 111 III N S3M RIFY 2,�„ J I &� N io I K N C 7'-6" T-6'1 2'- „ G N K I 55 D1 S3M 7'-2" S3M 9'-11„ 4" I 2,_64n 2 64,1 I 4" 2'_64n 2 -64" S3M 9'-114" 55 S3M D1 7 -2 FM24 FM24 FM24 FM24 0 I 4 ED SINK I N I I ELEV. APPROX 1 1/2" ELEV. APPROX.1 1l2" 55 55 I PW01 1 N PE I SINK T I BELOW F.F. BELOW F.F. D1 F D1 SIM. W/ CUTN "' I iv D1 ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE IM. W/CUT T N 1-1/2" BELOW TOP OF THAN 1.1/2" BELOW TOP I N W/C 0 1 LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH D. LK AT BASE 1 CD < w W/C N , FIELD VERIFY FIELD VERIFY �„ N , a0 t(oa-n - 00, o N PW01 rn -- T N — D1 - N- T— D1 55 D1 I 1 � � a a w OJ w I I 55 D1 SIM. W/CUT I ol I SIM. W/ CUT �1 BILK AT BASE BLK AT BASE o� ol J I I J I S3M S3M ;T-7 S3M LI ®® ®® `IM L SYMMETRICA L S3M � S3M T-O" 8'-0' 2'-8" 2'-8" V-0" 2'-8' 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" 13'-8" 13'-4" 13'-4'r 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" 80'-0" (1666) FOUNDATION PLAN SCALE: 1 /4" = 1'-0" 02 N 0 N CxyCU 0 — O ? W LLA LL C 10 C� N N = LA- C]. 4 a N 3 ao a+ CL c �£.__ d�_a � 3cc 3 .°f u m In CL =e _ l�zAlt 10%0WN _ O Q' ,`L —C9 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q0 ,a 0 I' 0 C14o Frn' co r N r� N '*Z CO C-4 # LL Q u, C -, LL w j u_ u- a ,3ri N -, d Y O 's 0 o $� W ogr` °_' °. m w Z U) NZ a ZN O L) W L) v El El 0 z_ Ih Z � g Z o da v J — a z � C1 a) �4 U' 8 LL f6 w m Ua O �L✓ w S N W U o c U ° —C Q 0 N � s�o w M z 0 Z Ca a m so nj O a ¢ < Zno N (Q L a wo QO W w C .y U " m0 Z Oz z J m a 0 Q W z to 3 Z W a� > 0 �No Nw _� O CD J a w5 10 g3 O 2N > M i CL N N O J LO n M C^o Qo :3 '— a° cfl ''^�^ 0 O Cfl vl m CL Q N 0 M 00 00 N LO o LO CD N o Co O 00 N E LO (0 CV o f0 z E E O y G) G c c IL E U _ w Q 0 � JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 2