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5x5x3/8" A36 STEEL BASE PLATE? 1 IT Ol1 51, 1 e SECTION A -A 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" SYMMETRICAL 80'-4" 26-8" 2T-O" 26'-8" 13--0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" T-8" T-O" 3'-0" 3'-8" 7'-0" 3'-4" 3-4" T-O" 3'-8" N L A :AC:PAD] AC PAD A L N L TYP. AT AC PAD S3 S3 S3 S3 S3 S3 53 LANAI t t — - 2'-5' x 2-6" x V-0" // 5'-0' x 2'-6" x V-0" 2'-6" x 2-6' x 1'-0' ■ I I ■ wl (3) #5 E.W. — /, _\\ \\ w/ (3) #5 E.W. _ III---- II --� o� T (2) #5 VERTICALS o WIIN FILLED CELL (2) #5 VERTICALS ■ I // I I \\ ■ II (2) #5 VERTICAL I II I WIIN FILLED CELL I / 00 \ WIIN FILLED CELL co■ PVC A/C CHASE (2) #5 VERT CALS i 00 oo //OP I \\ M WIINFILLED CELL I ih I 2'-10" 8'-0" M 1'-6" I // \\ I 1'-6" 8'-0" 2'-10" 13'-0" II I 8'-0" 2' 0" 1 II _ _ _ _ /-311P' II CJ _ ■ ■ I I I 11 _ FOR r 60 ROVIDE 1 y" RECESS FOR I I PROVIDE D" RECESS r —1 I I SGD. REFER TO MASON'S M I / \ SGD. REFER TO MASON'S ■ ROVIDEI%"RECESSFOR II I SLOPE FOR WIDTH S3 I /, I I \\ I 3 SLOPE FOR WIDTH M S3 SGD. REFER TO MASON'S I I SLOPE FOR WIDTH I I I 2,-O x2,�,z1-0. 3 FP-1 ,, 3 FP-1 \\ \\ 3 FP-1 I co M I wl (3) #5 E.W. ■ I I \�\ PVC AIC CHASE I II PVC A/C CHASE \ °p 0 � TYP. I co // \\ co O ■ I I I I I \ `I I I I/ Cl) I '� \\ FILLED CELLS @ PARTY WALL TOBE6-8"O.C.MAXAND@ II 0'-0" ELEV. I I O t I ch — I ,/ /, io /I I ( - \\ \\ iD \\ EACH BEARING WALL LOCATION FIN CONC. S B I I o I ■ II IFILLED CELLS@PARTY WALL TO BEF-8" O.C. MAX AND@ 0'-0" ELEV. // FIN CONC. SLAB // // ) I I 11 ( \ \\ 0'-0" ELEV. \\ FIN CONC. SLAB II ih I EACH BEARING WALL I // co -1 \\ ap LOCATION 1 1 M ( U II I QD II I----- BO �- ■ — ■ ■ it C.J. I I _�,\\ ITI�� I —" // u -----� u \\ 1 '-6w"l— 3IrIIII _ _ _ T " -6 NT YSLOPE =118" G.C. COR G.C. . COR_I D. .C R�R LESS \ T/ SLAB 0? T/ SLAB 1I1I 1IhIII 12"MAX00 co I /4-9 /J o i� 2'-9t o II /I ��C. /— CO t/ L ROVIDE/2"x91l2"7-71 T/S RECESS FOR FRT. DOOR \�` II APPROX. 1.1/2"BELOW F.F. I Y II o FILLED CELLS @ PARTY WALL TOBE68"O.C.MAXAND@ELEV. —_/ ELEV. CAN BE NO MORE THAN 1.1/2" I`h (1II 8'24j EACH BEARING WALL LOCATION -l— a L_ 8-1 rnTor-iorxh ■■■■■!P BELOW TOP OF EGRESS DOOR 6'-2E LL,— JJlITI1y THRESHOLD. FIELD VERIFY f S3�3 2'-Tx2'-6"x1,-6„ #5 EW. r N 2,6. x2,-6„xT-0„JL y wl (3) 45 E.W.7to„ G wl (3) \\ I \\ r' G S3 \\ S3 I ■ I — tc;c I1L- oc�q 9t_2 Nn(4) 2O 3--0"21 � Ot 10'-101, M 02tt I 15-104" CN OCN ,c 15-104" 3-0"x3-0'xr-4" #5 E.W. — H. L-i �— l� Li � > -31/2" -3112" C. — III 3112 FM24 W.H. / N K , I 1 �, K N H, , I 2t_741" I 2'-7 tt 83 _ S3 2' 74 I ih I I K s3 _ BUILDER Tb 1 FM24 1 o I PROVID 1/2" x 9 1/2" I I I ROVIDEI/2" x 9 /2" FM24 III Lr) I I � � PROVIDE I RECES FOR FRT. DOOR I [RECESS FOR FR . DOOR o0 zo LO M I APPLIANCE PROTECTION I UILDER TO PROVIDE N ih IN i I BUILDER TO PROVIDE 1 APPLIANCE PROTECTION Q I P� I WHEN I APPLIANCE PROTECTION I — d d — J F— WHEN REQUIRED PER FBC HEN REQUIRED PER FB I I d I I REQUIRED ■ ■ ■ ■ N FBC I 12MAX, 2" MAX.PER 0� I 10'-6" ■ I IF1 N I I - I °Q ELEV. APPROX. 1.1/2"BELOWF.F. I w 1 iq I r ELEV. CAN BE NO MORE THAN 1-1/2" LO I r � I o o U 19 oo I I BELOW TOP OF EGRESS DOOR I `n LO `� I to I N zo I THRESHOLD, FIELD VERIFY L — — — — I � 7t_84tt 8t_1tt 11'-24tt 1 10'-6" ■ ■ ■ ■ 11 ■ ■ ■ ■ 7'-0" 2'-0" 2'-O" T-O" 2'-4" L II ELEV, APPROX 1-1/2" BELOW F.F. s3 S3 - ELEV. CAN BE NO MORE THAN 1.112" ■ I I BELOW TOP O F EGRESS OOR o K 3 I I 4'-0" 11'-4" 11'-4" 4'-0"� I THRESHOLD. FIELD VERIFY 5380 FP 1 1 1 1 I I o III I °° I III L in — — — — — — — ■ ■ ■ J.1 ■ ■ ■ ■ --5 F J.1 + ( I e S3S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIIN FILLED CELL WIIN FILLED CELL W/IN FILLED CELL 16'-0" '-2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 164" 15'-4" 1'-10" 8'-0" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" ter IICV 0 ev cv y > W CD ® Q C cc V N � m X y. C W 9. � Co O (A N -C N O 3 w d d C, a g co — 3 CU cu c n 3 d � v l+� fill { S". \ 0 a •.` G`s `pn " e .......... •' i5� Na, It To the best of the Engineers 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 vE Ill- 0 N 8 O N C O � O C c0 � N :3 ID ca J LL W ca W o_ Z M o a Y m c � cn o O N O Z LO N z° a ILW i) . . m LLW ;n N O U o Z ❑ Z N cn 0 00 z N z � � (D � < IZ N N Z � U! c 0 Q) 0 a--r CO M LL V O ly o N � �N � tsvn U J E allLLI U o 0 ¢ N ti o �w M J 0 ¢ o z Z < LL Q E E OU ,zLo wz >ry <� Z© ❑a co c-- O C o� K O ¢a z OU Ox az L wo�J ¢ u - a .y U .m m O¢ Z H z +v CI) J � aw N m S. 0¢ z go a a �w W ao 1_ O w aj z x7 -0 CID V zlx a ACV co ai rn 0 O S Lf� r c CV O Q M 0 r �_ ' N O 00 0 Q Cn m a M O �--+ Q (0 N LO 00 NO O —0 � Lo O ^N (M � ` � C0 i 00 00 r � E •� CO o Z Z N E U -1 Q p JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 9 - 1 h' 2 I I � .4. �r 1•'iFi. - - - a ' 46.'�'1 .. Y.-'al.i f� •...r `, >�i - �: .. '' ": '... .. r. r � �'. ! In. i Y. ii. - r ..� .. k. �_�.e�t. .,. : ,_...:: .. ..t _. _..-,-.. .. • t. .. .. ..,_... .:. x..., ., _ `�Y .t. m" _. .4: _ _J�_ _.._ .. _�_ ._.. ��f r� t.. ..aa.r L. xN _ .'SS'-11;-. .._. ,[;..- i:., ua nk•.'