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3 <br />L <br />O' <br />cn <br />0 <br />Q <br />0 <br />I <br />0 <br />J <br />r� <br />w <br />O <br />I <br />0 <br />O <br />I <br />N <br />0 <br />N <br />0 O <br />Q <br />rn <br />7L <br />0 <br />I <br />0 <br />J <br />r� <br />O <br />O <br />0 <br />ry <br />Cn <br />rn <br />0 <br />N <br />N <br />/ <br />N <br />c <br />i <br />tU- <br />Q <br />N <br />O <br />0 <br />o_ <br />E <br />04 <br />0 <br />0 <br />C <br />J <br />N <br />t� <br />0 <br />U <br />O <br />UI <br />/ <br />U <br />.0 <br />0 <br />/ <br />.o <br />0 <br />U <br />J <br />Li <br />N <br />0 <br />ao <br />4i <br />0 <br />0 <br />15 <br />CV <br />cV <br />co <br />c <br />0 <br />cm <br />L <br />Ln <br />m <br />0 <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 />CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) <br />® <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />FOUNDATION SCHEDULE <br />GRAVITY <br />MARK <br />SIZE <br />DEPTH <br />REINFORCING <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 />F2.5 <br />2'-6" x 2'-6" <br />1'-01, <br />3 #5 E.W. BOT. <br />11000 <br />F3.0 <br />3'-0" x 3'-0" <br />1'-01, <br />4 #5 E.W. BOT. <br />15600 <br />F3.5 <br />3'-6" x T-6" <br />1'-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 />1'-4" <br />6 #5 E.W. BOT. <br />42500 <br />F6.0 <br />6'-0" x 6'-0" <br />1'-4" <br />7 #5 E.W. BOT. <br />61500 <br />FOUNDATION <br />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 <br />POUR WHICH RUNS THROUGH IT. <br />FOUNDATION LEGEND <br />L I <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 <br />FIBERMESH REINF. SEE <br />PLAN. <br />CONTROL JOINT DETAIL <br />SCALE: 1 12'=1'V <br />♦ ♦•♦� r•r� sv� ♦•ro r•♦. <br />TYP. CORNER BAR PLAN DETAIL <br />SCALE: 1 12"=1'-0" <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />o <br />5" <br />11 <br />SECTION A -A <br />n <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON FOUNDATION <br />PLAN <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 />U.N.O. <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 />M I N./MAX. 3" <br />EMBEDMENT <br />CONCRETE <br />SLAB PER PLAN <br />M24 BOLLARD DETAIL <br />SCALE: 3/4" = V-0" <br />a <br />0 <br />0 <br />(;p <br />iilg.IN <br />gn,-n-- <br />qu-n" <br />►7effel <br />1'-8" 1, <br />6'-8" 13'-4" <br />T-8" 15'-4" -0" <br />'-0" 15'-4" T-8" <br />13'-4" 6'-8" <br />op <br />VERIFY LOCATION4 <br />OF A/C PAD PER <br />SITE COMP. <br />COMP. <br />by <br />VERIFY LOCATION F3.0 <br />VI <br />AL <br />VERIFY LOCATION <br />COMP. <br />VERIFY LOCATION <br />OF A/C PAD PER <br />COMP. SITE 55 <br />D1 <br />F2.5 <br />D1 <br />4" PVC CHASE <br />OF A/C PAD PER L <br />SITE S3M <br />L OF A/C PAD PER <br />SL SITE <br />4" PVC CHASE <br />F2.5 <br />I I F2.5 <br />�;�— <br />II <br />o o <br />it III <br />II <br />L I <br />S3M <br />o <br />II II <br />II 11 <br />II II <br />I <br />J J <br />0 0 <br />M M <br />O <br />II II <br />II II <br />II II <br />I <br />I L <br />S3M <br />A <br />01 I 11'I <br />41 S3M S3M 4 <br />� <br />11 III 0'-0'. <br />I I III <br />I / III <br />A <br />S3M I I <br />I <br />GIJ I I I <br />�o <br />I 1 o III �J <br />w <br />a0 <br />cJn <br />II II <br />PROVIDE 1 PROVIDE 1 <br />II III <br />I <br />4 <br />® ®® I = <br />--- ---I cNN <br />I I 1 1 <br />I I 1 1 <br />I I II <br />RECESS FOR SGD: RECESS FOR SGD. <br />REFER TO MASON'S REFER TO MASON'S <br />SCOPE FOR WIDTH SCOPE FOR WIDTH <br />_ <br />I I I <br />I I I I <br />II III b <br />4" <br />L— _--- <br />o <br />=N <br />N <br />A I PROVIDE 1 1/2" <br />1 1 1 4" PVC II II <br />T <br />I I 4" PVC II II IN <br />PROVIDE 1 1/2" I A I <br />RECESS FOR SGD. <br />S3M REFER TO MASON'S <br />I I CHASE I I <br />I 0 'I II <br />I I <br />I I CHASE I I <br />III <br />RECESS FOR SGD. S3M <br />REFER TO MASON'S <br />SCOPE FOR WIDTH <br />PW01 <br />i D1 SINkI I <br />0) <br />I I <br />I SINK II II <br />SCOPE FOR WIDTH <br />55 <br />I <br />I I I o 4 II T <br />11 0o <br />----------- <br />I-----------� r <br />I 0.-0' <br />� �°'-°° I <br />- - <br />] PWO1 C <br />II P o I I I <br />II <br />— — — — — — — — — — —I <br />-I-r----------- I I <br />55 <br />I D1 <br />- <br />-- <br />— — <br />- <br />D1 <br />III <br />II II <br />o <br />I D1 I <br />I PW01 II <br />11 <br />�I II <br />J <br />II D1 I <br />II III <br />1 I <br />I 5'-10" I I <br />14'-2" 14'-2" <br />I I 5'-10" III <br />I 16'-14" 16'-14,. I <br />16'-02�, <br />I <br />1 1 3'-104" I <br />II 11 <br />- - <br />I 3'-104" I I <br />II <br />- - <br />16'-02' <br />-- - <br />II <br />, F7 �� <br />I <br />' <br />11 <br />.I <br />f F7 ,I <br />❑❑--- <br />0 o <br />I <br />I I <br />= <br />'1i1� <br />� <br />CC <br />I I III <br />II I I <br />o <br />T <br />I I <br />SINJ _ <br />5'-4" I 8'-72" <br />11 I I <br />6'-02' I I GG <br />S3M <br />IIT <br />II 11 <br />I I <br />I I <br />II <br />II <br />II <br />�. I z I III <br />GG I I 6 -02 I <br />S3M <br />r0 <br />1. INK <br />8 -72 I 5,_4" <br />I <br />r_ <br />I I I I I I I <br />T-10" <br />I <br />1 <br />I 10'-1" 10'-1" I I <br />I <br />I <br />I I I I _III I T <br />T-i0" 2'-1 <br />I <br />II I <br />1 I I <br />1 I <br />r <br />PROVIDE 1 5/8"x9" <br />RECESS FOR DOO <br />I I I I �? <br />- - - - r <br />GG <br />— J <br />I I I I <br />- - - - <br />�____ GG I I I <br />PROVIDE 1 5/8"x9 <br />RECESS FOR DOORI r/ <br />V <br />= <br />-C <br />�J 0" <br />____� <br />J S3M I I <br />1 I <br />I11 I I <br />I 1 I F- <br />I I S3M L <br />J- <br />0'-0" <br />r S S3M I V <br />I I I W/C I I <br />O'-0" <br />v <br />'111 1 I <br />I I I I <br />I I W/C I I 1 <br />0'-01, I I I I <br />I S3M SL�P'� 1 <br />ELEV APPROX.1-1/2" BELOW F.F. <br />- - <br />L J <br />r <br />L J <br />ELEV. APPROX. 1-1/2" BE LO F.F. <br />ELEV. CAN BE NO MORE THAN <br />1-112' BELOW TOP OF EGRESS <br />PED I I <br />F3.0 K <br />I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" <br />I I PED <br />SINK1-112" <br />ELEV. CAN BE NO MORE HAN <br />BELOW TOP OF E RESS <br />DOOPI THRESHOLD. FIELD <br />2'-4" VERI <br />L <br />`� <br />r' <br />I I K <br />I S3M <br />iN <br />RECESS FOR DOOR. RECESS FOR DOOR. <br />III I N <br />I I <br />K I I <br />S3M II I I N <br />M <br />DOOR THRESHOLD. IFIELD <br />RIFY 2'-4" <br />_I <br />-C ---- <br />— -- __ <br />-- _ <br />-- -- d-- E— <br />— J _L — <br />__ <br />---- <br />J <br />, <br />1 <br />4 <br />-4" Q I I O-4" <br />4"I <br />I <br />K (V <br />CV 1 <br />T-6„ 7._6" <br />2'_ <br />N K <br />55 K <br />D1 S3M <br />7'-2" <br />S3M <br />9'-114' <br />FM24 <br />4" : : I <br />2._641. 2'_64' <br />FM24 J <br />I / 4" <br />2�_64. Z-64" <br />J FM24 <br />S3M <br />9'-114' <br />FM24 <br />K 55 <br />S3M D1 <br />7'-2" 01 <br />PED <br />SINK I <br />o <br />N <br />I <br />( <br />55 <br />ELEV. APPROX. 1-1/2" ELEV. APPROX. 1-112" <br />55 <br />I <br />PW01 <br />1 <br />CCN <br />I PED <br />SINK <br />I <br />BELOW F.F. BELOW F.F. <br />D1 <br />I <br />D1 <br />W/ CUT <br />T <br />F <br />D1 <br />SIM. W/ CU <br />N <br />I <br />SIM. <br />ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE <br />AN 1-112" BELOW TOP OF THAN 1-1/2" BELOW TOP <br />N <br />1 <br />VV/C <br />� <br />o <br />LK AT BAS <br />EG <br />ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. <br />FIELD VERIFY FIELDVERIFY <br />LK AT BAS <br />'la <br />h <br />w W/C <br />n. <br />IOU-wo) <br />I <br />IT <br />O <br />`�' <br />PW01 <br />N <br />o <br />/ <br />T <br />O <br />O <br />0) <br />I / <br />T <br />D1 <br />55 <br />D1 <br />I <br />w <br />80 <br />c <br />a a <br />w <br />I <br />I <br />55 <br />D1 <br />SIM. W/ CUT <br />1 <br />OJ <br />col <br />OJ <br />� <br />o <br />I <br />SIM. W/ CUT <br />BLK AT BASE <br />BLK AT BASE <br />-7.. <br />J <br />S3M <br />J I <br />S3M <br />I J <br />S3M <br />J <br />S3M 1 <br />�Effl 7/77/. <br />= <br />ILI <br />L SYMMETRICA L <br />.1 /1 U <br />3'-0" <br />8'-0" <br />2'-8" <br />2'-8" <br />8'-0" <br />2'-8' <br />2'-8" <br />8'-0" <br />2'-8" <br />2'-8" <br />8'-0" <br />3'-0" <br />13'-8" <br />13'-4" <br />13'-4" <br />13'-8" <br />6'-4" <br />6'-8" 6'-8' <br />6'-4" <br />T-8" <br />20'-0" <br />20'-0" <br />20'-0" <br />Ir <br />20'-0" <br />V-8" <br />(1666) <br />(1666) <br />N <br />S3M <br />9 <br />FOUNDATION PLAN <br />SCALE: 1 /4" = 1'-0" <br />na <br />N <br />N <br />c <br />CV <br />� c <br />C� o <br />as -o <br />w <br />c r" ~ a <br />ci <br />C cc C CV <br />— -� 10 <br />� 3 <br />� <br />.. c CM <br />✓W •� T <br />Ln C. <br />C E <br />O <br />A. V <br />' <br />To the best of the Engineers 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 />UN <br />W E <br />0 <br />a C) <br />M <br />0 <br />C J w <br />U- a <br />J _ w <br />Z — '.rn o_ <br />_ @ <br />Y o <br />@ N CO O <br />W 0 2O' m w <br />0 <br />Z �, NCO Q J <br />zN O U <br />0 U) <br />W ❑ ❑ <br />CD <br />UP <br />z N M <br />o o <br />Z o <br />C <br />¢ Q <br />J - <br />cl- <br />N <br />In a <br />O <br />a/-�--�+ <br />\ V W <br />° <br />U <br />O W p <br />N Ly N <br />v <br />all <br />_ L N <br />U o <br />o <br />N � <br />r- <br />o <br />c0 <br />rr <br />w <br />M <br />coz <br />z <br />o <br />Z <br />a <br />J <br />U- <br />E <br />zo <br />oo <br />g <br />>q <br />aR <br />o. <br />ZB <br />H fB <br />2� <br />o ¢ <br />n0U <br />n <br />o E <br />ra <br />�o <br />Q <br />az <br />� L <br />Q O <br />J <br />m <br />td <br />cy <br />=N <br />U <br />o <br />°, <br />Z <br />z <br />J <br />m <br />< <br />Q W <br />� z <br />to <br />.1 <br />o¢ <br />Z <br />go <br />oms <br />o. 5 <br />a <br />�w <br />U <br />wLL <br />o <br />CD <br />O <br />¢ r <br />> <br />d F <br />UU <br />d <br />oz ¢ <br />2 <br />c <br />N <br />> <br />T <br />i <br />N <br />rn <br />fU <br />O <br />Co <br />00 <br />f` <br />C) O <br />Q <br />, <br />r <br />c <br />0- <br />00 <br />0 <br />^ <br />LY <br />m Q <br />< <br />~ <br />O <br />rn C) <br />CN <br />M <br />Liz 00 <br />w (D 00 <br />C Ob <br />o <br />Z <br />N <br />z <br />to <br />' <br />E <br />C:-0�2 <br />m <br />a <br />E 6 <br />U -1 Q p <br />c <br />0 <br />JOB <br />NO : 22-09470-09467 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />