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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-O" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-611 x 3'-6" V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-011 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-611 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'-011 x 6'-011 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 r I 1 - INDICATES SINGLE -STORY WALL FOUNDATION 1 �� INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 114 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN qv (W CONTROL JOINT DETAIL SCALE: 1 12"=1'-0" TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T --- 5" SECTION A -A L AI #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/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" Gi q1 0" iPT.v." MOW D71191W 1'-R" 01 6-8" 13'4" 3'-8" 164" _0,. ,_011 6. 1 51 All 31_8" �F 13'-4" 6 -811 VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 D1 4" PVC CHASE �I OF A/C PAD PER L SITE S3M L OF A/C PAD PER S3M SITE 4" PVC CHASE F2.5 r� ---- I F2.5 I i j l 55 II11 0 o I I 55 III I L S3M I D1 II I 11 I I 1 1 M M 11 D1 II II I I 1 1 L S3M In]I(;� 101 I i� 11 II I S3M S3M 11 V 77 I III 0'-0" II I?I I III A S3M I IM I o W ,I II II III I I 11 II PROVIDE 1 PROVIDE 1 l III &-4 IID ®® I -- _ J04 I 1 I I I I I - � I 1 I I I II II RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S--Sd—I- SCOPE FOR WIDTH SCOPE FOR WIDTH - -_ f I I I I 1 I i10 � it it IN 4"� PROVIDE 1 1/2" o N A- PROVIDE 1/2" I 11 1 4" PVC I I II 4" PVC RECESS FOR SGD. S3M REFER TO MASON'S FOR WIDTH I I CHASE 11 I I II II Pw01 Q, I I CHASE I I it I I RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH SCOPE I I D1 SINK l 1 I SINK I I 55 T I I I o Q II 0 I I ----------- II-----------7 I O'_011� I10'_01' I V - QI - - - - -Q-?-- - ] PW01 t - I� a III III I 0 -------- --- i I 7- /-------5P-'-WD1-010 1 55 - -- - D1 I A I II II 5'-10" 14'-2" 14'-21 IIIII "1 11 II 16-116-14' 16-Ozl W. T-104 3'-10-41I I I 16-021 00 _ I II I SIN '4' 8'-7" I I 6'-o-' IT '-I II I I 6- II r=N NK 8 -7t, 1551411 2 CD S3M I S3MI 'll 1 7 10 1 _ I l 10'-1" 10' 1" i 7'-10" 2'-1 3J PROVIDE 1 5/8"x9" I RECESS FOR DOO I I I I - - - - r GG ----� S3M 11 II I ? I II I---- II II LO r I I I I - - - - GG I I I S3M PROVIDE 1 5/8"x9 RECESS FOR DOOR G �p -C V 011 r S3M J I I ( I 0 1 I 1I II'I 111 ' I I L I 1 0 I I J- 0 0® S3M 1 SLOPE I ELEV APPROX. 1-1/2" BELOW F.F. I W/C I I I I 0 0, � I I I I `r Ir I i W/C I 0� I I I I I SLOPE ELEV. APPROX.1-112" BELO F.F. ELEV CAN BE NO MORE THAN L -] PED I I 1 I I PED L -I ELEV. CAN BE NO MORE THAN 1-1/2" ELOW TOP OF EGRESS F3.0 K 1 K PROVIDE 1 5!8"x9" PROVIDE 1 5/8"x9" I I I SI K 1-1/2" BELOW TOP OF E RESS DOObTHRESHOLD. FIELD 111 VERI L 2' - M • I I I S3M N I 1 RECESS FOR DOOR. RECESS FOR DOOR. I w III I i N I I S3M 1 M DOOR THRESHOLD. I VIERIFY �� J _ed iv co -4" 4" � I I � -4 K iv N 1 7'-6" 7'-611 21 11 �' K D1 S3M T-2" 0, S3M 9'-1141 FM24 1(I 4" I 2'-64" 2'-64" FM24 I 4" Z-64" 2'-64' FM24 S3M 9'-114 FM 55 S3M D1 7_2" PED SINK I N 55 ELEV. APPROX.1-1/2" ELEV. APPROX.1.1/2" 55 I PW01 I o N PED I SINK iv D1 IM. W/ CUT TAN BELOW F.F. BELOW F.F. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-1/2" BELOWTOPOF THAN 1-1/2"BELOWTOP D1 F SIM. W/ CUT D1 iv I WIC N I LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS I o �� a W/C 0 I h O J J cn `' PW01 `' b - —GJ- T °' c� - - D1 cv - -I- --El— D1 55 D1 I I o? a °P 5 a a � � a I 55 D1 SIM. W/CUT I OJ I SIM. W/CUT BLK AT BASE BLK AT BASE J J I I J J 7 S3M S3M �-//7J 711� �7" S3M S3M LI 7� L SYMMETRICA L S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0,, 2-8" 0 2'-811 8'-0" 2'-8" 2'-8" 81_0.1 T-O" 64" 13'-8" 0 134" 6-811 6-8" 13'-4" 13'-8" 64" 1'-8" 20'-0" e 20'-0" 20'-0" 20'-0" 1'-81, (1666) (1787) N S3M 0 r FOUNDATION PLAN SCALE: 1 /4" = 1'-0" 3 - 0(.1 0- �L1 ccD'r. - W �> 4-0 _ (0 a U cc$ 'C7 ,�99aggS — SS i95i�l� •.. �L,AVA 54id qa��l r��,R� Z�OWN r •�,4��Bi.'�t V��tL.a� 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 beading Engineer's signature and seal. W a 0 E o M V O 6 S) O r 0D -, Irn m 9 n C LLLu J J 11.. ' EL ,^ V Z o m °� Ui v o W w 0 02r�O W LL (b Cp 4' m IP4 N z Z N O U v o W ❑ El Z N M o Z N z IR o � a V) N ['J z a v � o f6 w O w o wrs Imo- rn U w all L S I x _ U o N d] Q N CD r, o w M Cl) z o z g LJL E ou o E z0 oo wNc`710 >N ¢N Z® o¢�aZE U C ¢ U �m E zaz o<Um� o oaMz00Z 0O U a W U �o �z �3 �5 �O CD u< aOS OU 0 > C'7 ca 0�0 Co r Q 0 , ,,^Cr^ U vJ I � m 2CN 0 L0 I- ^ L C,4 O O Q M rn L0 U-) 0 Z M z :3 E N N co c c d E U 0 ai Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 2