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*1 <br />a" <br />L <br />a <br />3 <br />V <br />0 <br />0 <br />I <br />0 <br />J <br />C" <br />CM <br />LO <br />0 <br />I <br />CD <br />LLB <br />cD <br />0 <br />I <br />N <br />S <br />L <br />0 <br />a <br />LO <br />00 <br />I <br />0 <br />to <br />c'na <br />0 <br />I <br />Co <br />1P <br />cn <br />0 <br />I <br />O <br />7 <br />(n <br />G <br />4 <br />t <br />Q <br />N <br />N <br />Q <br />FR <br />CN <br />E <br />0 <br />x <br />O <br />C <br />C <br />J <br />w <br />2 <br />.CV <br />0 <br />0 <br />J <br />a� <br />LZ <br />C'4 <br />0 <br />ai <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />0 <br />tz <br />8E <br />m <br />cc <br />cn <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE: IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />FILLED CELL LEGEND <br />■ <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />FM <br />FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) <br />® <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />FOUNDATION SCHEDULE <br />MARK <br />SIZE <br />DEPTH <br />REINFORCING <br />GRAVITY <br />CAP. [Ibs] <br />F1.0 <br />1'-0" x CONT. <br />1'-0" <br />2 #5 E.W. BOT. <br />3000 <br />F2.0 <br />2'-0" x 2'-0" <br />1'-0" <br />3 #5 E.W. BOT. <br />7200 <br />F3.0 <br />3'-0" x 3'-0" <br />1'-0" <br />4 #5 E.W. BOT. <br />15600 <br />F3.5 <br />3'-6" x 3'-6" <br />V-0" <br />4 #5 E.W. BOT. <br />21500 <br />F4.0 <br />4'-0" x 4'-0" <br />1'-0" <br />5 #5 E.W. BOT. <br />28000 <br />F4.5 <br />4'-6" x 4'-6" <br />1'-4" <br />5 #5 E.W. BOT. <br />34500 <br />F5.0 <br />5'-0" x 5'-0" <br />V-4" <br />6 #5 E.W. BOT. <br />42500 <br />F6.0 <br />6'-0" x 6'-0" <br />V-4" <br />7 #5 E.W. BOT. <br />61500 <br />FOUNDATION DEPTH NOTE: <br />• INTERIOR <br />PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND <br />MEASURED FROM THE TOP OF THE SLAB. <br />• EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE <br />BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS <br />MONOLITHIC POUR WHICH RUNS THROUGH IT. <br />FOUNDATION LEGEND <br />INDICATES SINGLE -STORY WALL FOUNDATION <br />INDICATES TWO-STORY WALL FOUNDATION <br />INDICATES CONCRETE PAD FOUNDATION <br />W.W.M. PLACED IN UPPER <br />1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB <br />FIBERMESH REINF. SEE THICKNESS WHERE <br />PLAN SHOWN ON FOUNDATION <br />PLAN <br />w�w <br />a U) [] <br />CONTROL JOINT DETAIL <br />SCALE: 1 12"=V0" <br />_`•. <br />�.=�• <br />�. • <br />#5 CONT REINF. SEE <br />FND, FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />... <br />U.N.O. <br />TYP. CORNER BAR PLAN DETAIL <br />SCALE: 112"=1'V <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />LO 0 <br />5" <br />SECTION A -A <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />CONCRETE <br />SLAB PER PLAN <br />FM24 BOLLARD DETAIL <br />SCALE: 3/4" = V-0" <br />2 <br />V-8„ <br />gmn- <br />,?m_n" <br />gn,_n,, <br />gn,ar <br />11.81, t• <br />6'-8" 13'-4" <br />0. 3'-8" J 15'-4" '-0" <br />'-0" 164' T-8" <br />13'-4" 6'-8" <br />01 <br />VERIFY LOCATION <br />OF A/C PAD PER <br />55 SITE COMP• <br />COMP. <br />by <br />VERIFY LOCATION F3.0 <br />L11 <br />VERIFY LOCATION <br />COMP. <br />VERIFY LOCATION <br />OF A/C PAD PER <br />COMP. SITE 55 <br />PER -L <br />OF PAD PER <br />D1 <br />F2.5 <br />YD1 <br />4" PVC CHASE <br />OF A/C PAD <br />SITE <br />A/C <br />SL SITE <br />4" PVC CHASE <br />F2.5 <br />{ F2.5 <br />F2.5 <br />II11 <br />oII <br />III <br />I <br />S3M <br />I <br />zo <br />I I I 11 {{ <br />M M <br />co <br />j II III <br />I! II II <br />I <br />I S3M <br />' A <br />® I S3M <br />O„ I II 1{ <br />I� II <br />I <br />V 11 83M S3M 4 <br />II {{ 0, 011 <br />ll III <br />I III <br />A <br />S3M I ® I <br />o <br />0 <br />I I <br />it {{ <br />I {{ <br />{{ 11 <br />PROVIDE 1 PROVIDE 1 <br />Ir III <br />I I I I <br />u <br />I I <br />4' <br />— — — -J N <br />I i <br />I I 1 1 <br />II {I <br />.7 <br />RECESS FOR SGD. RECESS FOR SGD. <br />REFER TO MASON'S REFER TO MASON'S <br />SCOPE FOR WIDTH SCOPE FOR WIDTH <br />j I <br />1 I { I <br />it II T <br />4" <br />®® <br />L_ <br />O <br />=N <br />N <br />PROVIDE 1 1/2" <br />C14T <br />N <br />I II II <br />r <br />it INPROVIDE <br />1 1/2"A <br />RECESS FOR SGD. <br />REFER TO MASON'S <br />AD1 <br />4" PVC <br />I I CHASE <br />I I I I <br />I I <br />4" PVC <br />I I CHASE I I <br />I I I I <br />RECESS FOR SGD.S3M <br />REFER TO MASON'S <br />v <br />SCOPE FOR WIDTH <br />I I PW01 1{ a <br />SIN { <br />o> <br />zo <br />I I I I <br />I SINK II I <br />SCOPE FOR WIDTH <br />55 <br />T <br />I o <br />I ----------- <br />0'-011/� ID' VII I <br />/V_ _V'A/ 0 <br />- --6d- - - -- - -6d-- - <br />1 N o II II I <br />l <br />a I <br />-------- --- I <br />II <br />I <br />55 <br />- <br />-- <br />D1 I <br />I ----------- <br />I I I -1 T <br />-- <br />] PWO1A. C <br />- <br />T F - - - - - - - - - - - <br />I <br />I D1 <br />Ir/ 11 <br />I <br />I I PW01 <br />11 II <br />II <br />II II <br />11 <br />II D1 II <br />11 II <br />I <br />II <br />I I 5'-10„ 1 1 <br />14'-2" 14'-2„ <br />I I 5'-10„ III I <br />I <br />I 16'-14' 16'-14' I <br />16'-021, <br />II 3'-104" { <br />I T-104' II <br />16'-02" <br />10 <br />__-- _-- - - <br />I <br />I r. -� � � <br />{111Illl <br />I � F -I- <br />0 o <br />II <br />I\q <br />q <br />T <br />II <br />II <br />o 0 <br />SINJI <br />548'-72" <br />( ( I I <br />i 6-02,GG <br />'- <br />1 <br />611 <br />I I 2 <br />INK <br />I 5, 4„ <br />S3M <br />II <br />I I <br />S3Mzo <br />I I I <br />11 <br />--6i <br />II <br />I I I <br />Il <br />- <br />- - - - - - - - <br />cN <br />1 <br />- <br />I II <br />10' 10'-1I <br />I <br />II ICN <br />0"T10" -1'-121 <br />I <br />11 1 <br />I { I <br />1 I I <br />10 <br />LO <br />PROVIDE 1 5/8"x9" <br />I RECESS FOR DOO <br />. <br />I ( I '?� <br />- - - - LO <br />GG __--� <br />( I <br />- - - - <br />�__-- GG I I <br />PROVIDE 1 5/8'h(9 <br />RECESS FOR DOORI <br />S3M I I <br />1 <br />I111 III <br />I IT <br />S3M L <br />J-o _D"� <br />�1-0" <br />r S� LOPE S3M I <br />ELEV APPROX. 1-112"BELOW F.F. <br />I II W!C I <br />I i I O'"01, <br />d <br />{I {{ I I <br />{ I I I <br />I f <br />I W/C I I <br />0-O ( I I " <br />I S3M SLOPE -1 <br />ELEV. APPROX,1-1/2"BELO F.F. <br />�-- <br />L <br />L <br />ELEV. CAN BE NO MORE HAN <br />I ELEV CAN BE NO MORE THAN <br />1-1/2"' ELOW TOP OF EGRESS <br />-j PIED ' I <br />F3.0 K I <br />I I <br />I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I <br />I I PED -J <br />1 SINE: : <br />I <br />1-1/2" BELOW TOP OF E RESS <br />I 2'-4" DOObTHRESHOLD. FIELD <br />L_ VERI <br />� <br />I I S3M <br />� � <br />°D <br />N <br />1 I RECESS FOR DOOR. RECESS FOR DOOR. i <br />III III N <br />S M II II I iN <br />M <br />DOOR THRESHOLD. FIELD 2'-4" I <br />RIFY t- � J <br />---- <br />— -- — <br />-- --- <br />---- <br />iN <br />iN <br />co <br />4"� <br />4"� <br />I <br />19 <br />K N <br />1 _ <br />T-6" 7'-6" <br />2'- „ <br />K <br />I <br />55 K <br />D1 S3M <br />7-2"9-114 <br />S3M <br />FM24 <br />4" ( <br />2,_6a„ 216411 <br />FM24 <br />( 41, <br />21_ 1, 2'-6411 <br />FM24 <br />S3M <br />9'-114' <br />FM24PE <br />K 55 <br />53M D1 <br />7-211 01 <br />l <br />400 <br />I <br />S NDK I <br />b <br />c00N <br />I <br />I <br />55 <br />ELEV. APPROX.1 ll2" ELEV. APPROX.1.112" <br />55 <br />I <br />PW01 <br />cCO.I <br />I SINK <br />I <br />1 <br />cN <br />BELOW F.F, BELOW F.F. <br />ELEV, CAN BE NO MORE ELEV. CAN BE NO MORE <br />AN 1.1/2" BELOW TOP OF THAN 1-1/2" BELOW TOP <br />D1 <br />iv <br />Di <br />IM. W/ CUT <br />T <br />F <br />D1 <br />SIM. W! CUT <br />W/C <br />* <br />o <br />N <br />I <br />ELK <br />AT BAS <br />EG <br />ESS DOOR THRESHOLD. EGRESS DOOR THRESH <br />FIELD VERIFY FIELD VERIFY <br />D. <br />LK AT BASE <br />I o <br />�� <br />la, <br />wa W/C <br />iWL09' <br />I <br />0 <br />o <br />PW01 <br />0 <br />U) <br />— <br />— <br />01 —C-�- <br />- " — T <br />cN <br />- <br />T -F— <br />— <br />D1 <br />55 <br />D1 <br />I <br />I <br />a <br />OP <br />r <br />C <br />r <br />a a <br />CL <br />LLi <br />I <br />I <br />55 <br />D1 <br />SIM. W/ CUT <br />I <br />14 <br />CL <br />I <br />SIM. W/ CUT <br />BLK AT BASE <br />BLK AT BASE <br />L <br />I <br />I S3M <br />S3M <br />—7 —/1—/ <br />-7r,7 <br />ZIA— <br />S3M <br />S3M <br />L <br />1-7 <br />r-/- <br />7 <br />®® <br />®® <br />L SYMMETRICA L <br />S3M <br />3'-O" <br />2'-8" <br />2'-8" <br />1p 2,_8„ <br />2'-8„ <br />81.011 <br />21_8„ <br />21_8" <br />8'-0„ <br />3,_0„ <br />13'-8" <br />10 <br />13'-4" <br />fl <br />13'4' <br />13'-8" <br />64" <br />6'-8" 6'-8" <br />64" <br />1.4' <br />20'-0" <br />001 <br />20'-0" <br />Ir <br />0 20'-0" <br />e 20'-0" <br />(1666) <br />(1666) <br />N <br />S3M <br />0 <br />O <br />(V <br />(N <br />FOUNDATION PLAN <br />(1787) SCALE: 1 /4" = 1'-0" <br />c+ 9 <br />o <br />ar Uj <br />Uj <br />93 <br />-.:.Q N <br />cL d <br />cu s <br />> E <br />co <br />� <br />3 � <br />�da)-0 <br />c <br />N S� <br />E <br />� o <br />�. <br />v <br />,CM <br />. w4� <br />f, <br />P E ,^_: Sit='' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />9) <br />I' <br />Q <br />o EE <br />p M <br />�i <br />N <br />N occo� <br />M <br />M V LL <br />I <br />� LL LL. I d <br />_Z <br />= IS rn a <br />Z <br />W <br />Syw <br />in Ot O' Co <br />Z <br />'O M Z r <br />,n <br />N J <br />O U U o <br />z <br />W <br />❑0 <br />z <br />o <br />z � � <br />J — <br />Ln <br />N <br />M <br />z a <br />v <br />0 <br />a--+ <br />- LL <br />w <br />U <br />OL'j <br />In <br />o <br />c N' <br />U" <br />W <br />U C <br />W <br />J E <br />� � <br />9 <br />= L <br />z <br />U � <br />¢ 0 <br />a <br />N <br />co <br />co <br />w <br />M <br />co <br />z <br />zoS <br />Z <br />U- <br />N E <br />E <br />w� <br />Z® <br />X U <br />00 <br />U <br />Z <br />N <br />d<� <br />o <br />a <br /><oz <br />�Z <br />z <br />�� <br />m <br />__ _ <br />- <br />Y <br />�S <br />mo <br />o� <br />0� <br />3 <br />� <br />8 <br />LL <br />o <br />U <br />�W <br />O <br />wF <br />o <br />a <br />zlaF <br />a <br />UO <br />oT— <br />�dl <br />> Ce) <br />m <br />m <br />� <br />L0 <br />h- <br />N <br />r� <br />o <br />oT^o <br />_ <br />O <br />U <br />o¢I <br />CQ <br />O <br />C <br />O <br />m <br />Q <br />CNi <br />Lf') <br />CD <br />.Q <br />O <br />O <br />N <br />Cr) <br />T <br />E <br />=00 <br />o <br />z <br />M <br />z <br />� <br />E (0 <br />v; <br />CU <br />E <br />U J <br />Q 0 <br />4) <br />JOB <br />NO: 22-06569-06566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />