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. I. I. .J— — .. -- I -_... 1 I I 1 11 I I I I - 11 1 1 i 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 ® 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. —I 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w gw N a CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" #5 CONT REINF. SEE FND. FOR 1 QUANTITY #5 X 25" X 25" ({ cl a ,• CORNER BAR ONE -'� FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL — 6x6 W 1.4xW 1.4 W.W.F. ° AO ° A.a, a Q d a O a a G 40 �, • a .0 (4) #5 ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"= V-0" 5x50/8" A36 STEEL BASE PLATE � s SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN SCALE: 314" = 1'-0" 54'-4" - SYMMETRICAL 1 F-4" 18--0" 18'-0" op 1'-4" 13'4" T-8" T-8" 13'4" -0" '-0" 13'-4" T-8" op 10 VERIFY VERIFY T.0" x T.0" x V.0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF ACC AC PAD T-0" x T-0" x 1'-0" PAD PAD L L w/ (4) #5 E.W. L S3 HOSE S3 2'-0" x 2'-0" x V-0" 0 E HOE 2'-0" x 2'•0" x 1' 0" S3 2' 0" x 2'•0" x i' 0" -� BIB w/ (3) #5 E.W. RIR RIR , / wl (3) #5 E.W. w/ (3) #5 E.W. CONDENS CONDENSATE CONDENSATE LINE -4" ELEV. FIN. I I LINE 4" ELEV. FIN. 1 I I LINE 4" ELEV. FIN. 1 o A W 1 a CONC. SLAB 0 2 W o CONC. SLAB 2 W a CONIC. SLAB 2 S3 I 1 1 I-0" 6'-8" T-10" T-10" 2'-8" 2'-8" 3'-10" T-10" 6'-8' '-I" 6'-8" T-10" 3'-10" 2'-8" 0 / / / 4" -4" -4"6 M ML 11 il 1111111 -1q 91 —yo I mi PROVIDE 1 Y" RECESS FOR _ _ _ I _ I— —I — — — _ ROVIDE 1 y"RECESS FOR _ _ _PRQVIDE� RSE�, - — — — I— —1 — — I r 4 F- SLIDING GLASS DOOR. REFE TO — t 1 I Ci61F1G� AL S�600A�E T I F SLIDING GLASS DOOR. REFER TO I I I MASON'S SCOPE FOR WIDTH I — I 1 SON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I I 1 ® I M PROVIDE LINE FOR D1 is L_ D1 ICE MAKER PROVIDE LINE FOR M I I m M PROVIDE LINE FOR I I I u I I ICE MAKER I I I ICE MAKER D1 S3 I S3 I I S3 r / III 11 rr�I iv I I I I y 3Y2" MIN. 3000 PSI CONC. SLAB FOR 'n I I I I �� I T I I �� (I HERNANDO COUNTY ONLY. 3Y" MIN. 2500 PSI CONIC. SLAB OVER 6 00 IL VISO EEEN VAPOR BARRIER I I L ® I I I I 1 I I DBL. SINK w/ °Q 1 I I DBL. SINK w/ I I I I °0 I DBL. SINK w/ I I I ° zo C.J. - - - ,DISPOSAL_ DISPOSAL - _ _ C.J. I I pl DISPOSAL ��- - - —_ - C) " I 1 Illl- J -illI I I IIL_ Jl_ Jfl l I I I I I IIL JJI L- TYP. @ I -__ JIL__ -- I = = JI L- =J� I I { L= _ J IL a _ __ — — — — 2-STORY U.N.O. — — — — 0 12'-5" L 5'-11 " 5'-11 " 12'-1 " 12'-1 " 5'-11 " I7111, 0 T-0" x T-0" x V-0" w/ (4) #5 E.W. I PWO I I PWO I PWO I D1 D1 I I D1 I CD 1' I I I I I ' I 11 14'-6' T-1 " I I T-10" 4'-2" 14'- T-10'. F-I I --}-- III 1 0'-0" ELEV. I 10 1 1 I I 1 I r 0'-0" ELE I. I I I 0'-0" ELE I. FIN CONIC. SLAB 1 1 I I I I FIN CON .SLAB I I FIN CON . SLAB 1 1 —�- - - � C.J. _ _ ( I _ � � _ C.J. C.J. - � �� u 1 GG 11 1 I I I GG I I GG 1 S3 S3 I I S3 I ® I @ FOUNDATION I I I I 1 I I @ FOUNDATION I I i I I @ FOUNDATION I I I I 0" 2' 110 " I I 16'-0 6-10" 2' i0l. I ,I ® I I IL JI IL JI I I I I IL JI 1 I - °° II I11 I` I I I I o in a I I I 11 )JI I I I I I I I I I I I (ELEV. APPROX. 1 I I1-1/2" BELOW F.F.—�— ELEV. CAN BE NO ■ IMORE THAN 1-1/2" I — — — 1 L_ I \�\ "�� — — — I I I I BELOW TOP OF (EGRESS DOOR (THRESHOLD. FIELD (VERIFY K iv �� to .HI 11 iM N K W.H� I I u PROVIDE 1/2" RECESS FOR S3 �� _�kili�l-j S3 i4 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R S3 t FRONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T T MASON'S SCOPE FOR WIDTH 2'- 0' 2'-1 Oj" MA3`6N'S�COPTOR VTIIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oj" FM24 FM24 FM24 ■ ® EI ® I ® ® ® In I --C-- 4"ll 4" � � I 4� I -0' 4'-0" -0" 0" 10'-6" 10'-6" 0113,-011 4'-0" 1-8 1'-81. 4'-0" 0' 0" 0'-6" o o 0 1 1 -4" ELEV. FIN. io I I -4" ELEV. FIN.1 '4T I I M It 1,1k-4" ELEV. FIN. LO CONC. SLAB I I CONC. SLAB 1 ELEV. APPROX. I CONC. SLAB PWO i Pw01 ® 1 ---- - - - - I I 2 I ELEV. CAN BE NO ■ C.J. I C.J. 1 C.J. ■ I _ - _ _ _ _ h . _ ELEV. ROX. I I MORE THAN 1-1/2" 4 - -T - 1-112" BELOW F.F : �n w in ii BELOW TOP OF 1.4 5 _g I N o I I o ELEV. CAN BE NOS I I EGRESS DOOR I o N I It MORE THAN 1-1/2r I THRESHOLD. 1 N L o I o f I I I BELOW TOP OF FIELD VERIFY S3 S3 � 1 �' ® T EGRESS DOOR 1 55 I I I 55 I THRESHOLD. I I I 55 ■ 1 D1 I I I I D1 FIELDVERIFY I I t 1 D1 II i o f I I I I A ih I J I I I I I I c S3 4 { I S3 I I I y Q SEES 3 FOR I ■ — J l_ — — — ■ I S3 1 "- — — — — — 'O RECESS OT L J ■ I ■ N L L i ED ■ S3 S3 ■ _ HOSE HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL WIIN FILLED CELL BIB BIB W/IN FILLED CELL 1' 8" 8'-0" V-8" V-8" 8'-01, V-8" 10 Rl 11'-4" 1 V-4" 1 6'-8" 1. 6'-8" V-8" 8'-0" V-8" „ I A it All INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: 4"=1'-0" I 1L I I II 1'� A 1 1, I e•� CV 0 N O " �c>'v < )CD ME M V >" CV L! M X cu-0. V7 fU O _ IA p N L ,n o Io .4 N Y E c t m o a 0 '3 R cm y � � E ce o 2 U iF I� �6 a ku /Vk�+ L, rj 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. .. a aE N N 01 .. U) J m uric 2s � u- Q c J 2 LL LL S J a- W Z —won n m c L C� �pc co w W (0 m LL Z N 0 U z � W ❑ ❑ c.� ) t Z � N z � � � + Q U cn z � N � lg 4-1 0 LLJ 0 N w 4® U • J M coM g a J l.L. 4 0 E V o o� Z® oa 1N O Z O E - vod� a a N ru o C%i OY O0 Z v o <w Z ! < = 18 a wa ;0 � zR a 00, 0 O >� _ U r`oCAD �t � CN ce3 co N LLLO r N N Cr a 00 U) cU CV r C° CCU N � 0) fV F— O LO M N Ill 00 o O O 04 Q LC) 04 t_ E m M = y CV o Z Z E d *- m c a E 0 � Q p c � JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 2