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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 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 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" V-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" x 3-6" 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" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" V-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 ________; L________j INDICATES SINGLE -STORY WALL FOUNDATION , INDICATES TWO-STORY WALL FOUNDATION mm INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE: 1 12"=1'-0" 0 1/8" SAWCUT x 1/4 SLAB 60 THICKNESS WHERE SHOWN ON FOUNDATION PLAN z Lw J °. U • e #5 CONT REINF. SEE FND. FOR QUANTITY • #5 X 25" X 25" CORNER ', ;' 'e ;%' '� ; .° ;' BAR ONE FOR EA. - '- •_ HORIZ. REBAR, TYP. -'g - • U. N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T- O M o I I 500, 0 0SECTION A -A 111111111110., 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 rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 1 1_Q" 6'-8" 13'4" T-8" 15'4" '-0" '-0" 164" 3'-8" 13'-4" 01 6-8" VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION 0. COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 00, D1 OF A/C PAD PER OF A/C PAD PER D1 F2.5 4" PVC CHASE SITE S3M S3M SITE 4" PVC CHASE F2.5 i — 11 F2.5 — I F2.5 II — — II 11 a a II II II o II 0 0 U cn o II II II II I L I S3M II II II II I M M kA II II II II I II I L S3M A _p" I 11 11 41, S3M S3M 411 � � j j ol II p _p II III A S3M I ® I S3M li II jl � III I ® I 1 77Tco-on I w coi4I PROVIDE 1"PROVIDE 1 4" Im N _j N RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S SCOPE FOR WIDTH SCOPE FOR WIDTH i Ib ' — _ ® — ®— —S3AM— N 1 1/2" ( 4" PVC N 4" PVC III I PROVIDE 1 1/2"PROVIDE RECESS FOR FOR SGD REFER TO MASON'S I CHASE II CHASE SGD.RECESS REFER TO MASON'S SCOPE FOR WIDTH W D1 SINk cy)1 co SINK I SCOPE FOR WIDTH 55 a1 IIII III' IIIII — — — — — — — --- I 55 D D1 I II IIIIII 5'-101, 14'-2" 14'-2" 5'-10" 1614' 16-1I 44 16-0„ T-10 II II 11 I 3104 40 II 16-OZ'2 - II 10 ------------ - I III r I r III o o IIII� SINGG5'-4" I I I I I TI 8'-72. 40/ 6'-' I I II1T Z,�INK I 6-Of 8 -71„ I 54"EO 111 — — — —&�— — III — — I — — --Erl— — I r L_ 1 I -1" T-10" I I 10'-1" 10'-1" I 1 I T-10" 2'-1 II I 1 1 I I 10 PROVIDE 1 5/8"x9" RECESS FOR DOOR.— I I I I L9 — — — I I I GG � I I I I _ _ _ _ GG I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR V 0° —C r SLOPE S3M J S3M I I I I I I I I 11 II II II I k II II I I I I S3M I J— 01_01, S3M SLOP I ELEV APPROX.1-112"BELOW F.F. W/C I 0'-p ' `� I I I I r l 0'-0" I I I I ELEV. APPROX. BELO F.F. ELEV CAN BE NO MORE THAN L J FED I I PED L —I ELEV. CAN BE NO MORE HAN 1-1/2" BELOW F3.0 K K I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" K SI 1-112"BELOW TOP RESS DOO11THRESHOLD. FIELD 2'-4" VERI L cv I I I S3M N I RECESS FOR DOOR. RECESS FOR DOOR. III I OP I I S3M II I I cu DOOR THRESHOLD. FIELD RIFY 2'-4" J Ed — , 1.9 N 0 4 4"O I K N 7'-6" 7'-6' 2'- 19 N K I 55 K D1 S3M 7-2" S3M 9-114 4„ I 2'_64„ 2,_6" I 4., 21_64 2'-64„ S3M 9'-111 K 55 S3M D1 T-2" I FM24 FM24 J FM24 FM24 I PIED SINK I N I ELEV. APPROX. 1-1/2" ELEV. APPROX.1 112" 55 I PW01 co I PED SINK55 BELOW F.F. BELOW F.F. D1 D1 W/ CUT TAN D1 SIM. W/ CUTN N I SIM. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1 112" BELOWTOP OF THAN 1-112" BELOW TOP OF I W/C a 8� o N LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH FIELD VERIFY FIELD VERIFY D. LK AT BASE o �, �� aw W/C O I Q 0 J N PW01 A N fn — — 01 — —C�— — — — D1 — °' —— — — — — — — D1 55 I I C? C a a- O I I 55 D1 WO O w0 D1 SIM. W/ CUT I 0 � 0 m I SIM. W/ CUT BILK AT BASE BLK AT BASE J J I I J J I S3M S3M -7 Y/A-- S3M S3M '_ L — /7-,o7-7-7 77' — __ — — — r///, — — L SYMMETRICA L S3M � S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' 2-8" 8'-0" 2'-8" 2'-8" 8'-0" 3-0" 13'-8" 134" 13'-4" L 13-8" 64. 6'-8" 6-8" 6'4" 1'-81, 20'-0" 20'-0" 20'-0" 1 20'-0" 11 (1666) FOUNDATION PLAN (1 787) SCALE: 1/4" = 1'-0" 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 W Q v E 0 o IS M 0 N 0 M 7 ra��V. 0 � Q ca U 52 J i _ — O I W a W d Y z c6 cu t c69 3 _ w_o Fu N M W 2) C mSW Z-Z LOMZ Z OUU oLL W (] z N M o g z z o Q J a in t./1 M v C.h o 4--' C6 U, W � U � O N w o CL- .) uvs r-- v7 U C — — E L L:5 N U c W �Q o J w M M N ¢ o z z � -J zo >ry rc Q U sLL wz Z® oa N f X U �¢ U O 0 U o< [� O 1= oN ra ° O �o a z ww L Q O m (a 1< Y U "m O O " Zr -< U J .� w �N momQ M aw p ¢ w K zz 0 a0 ¢0 ow F� 3 � a V zl¢ T >(yi 2 N rn m I... Q O F— O J _ i � o CO c O r Q I 1 cy. Y CL cfl o O Cfl U + 00 Q _Q O W 04 LO �oo N co r O U),co LL"i w i 4 t 00 o z m Z � E a d E U _j ui Q JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 2