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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 <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH REINF. SLAB THICKNESS <br />SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />v W Z <br />W fs <br />CONTROL JOINT DETAIL <br />SCALE: 11 /2"=1'-0" <br />#5 CONT REINF. <br />J <br />SEE FND. FOR <br />QUANTITY <br />.' ,- 5 ; <br />#5 X 25" X 25" <br />ir!�`1 '' <br />o •v' <br />CORNER BAR ONE <br />.e <br />FOR EA. HORIZ. <br />u=ri <br />a , <br />REBAR, TYP. U.N.O. <br />_ <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 112"=1'-T <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W1.4xVV1.4 <br />W.W.F. <br />C <br />A A as as <br />A n <br />d ... v <br />0 <br />v ` d ° A -' <br />4 r <br />40 • .. <br />(4) #5 a a <br />REBARS <br />CONT. 4" 2'-0" 4" <br />01 <br />CMU BEARING WALL FOOTING <br />SCALE: 3/4"=1'-0" <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />, I <br />c <br />LO <br />01 <br />I <br />5" <br />SECTION A -A v <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" = 1'-0" <br />INDICATES FILLED CELL W/3000 <br />PSI CONIC. GROUT FROM FTR. <br />TO BEAM WI 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />SYMMETRICAL <br />VERIFY 34" x T-0" x 1'.0" <br />AC PAD LOCATION OF A/C wl (4) #5 E.W. <br />PAD <br />HOSE L <br />BIB 2'-0" x 2'-0" x V-0" S3 <br />w/ (3) #5 E.W. <br />CONDENSATE Icy <br />1 ( I LINE 4" ELEV. FIN. <br />1 0 f CONIC. SLAB <br />2 <br />.2-8 3'-10" 3'-10" 3'-10" 6-8" <br />54'-4" <br />18'-0" <br />-0" 13'-4" T-8" <br />VERIFY <br />LOCATION OF A/C AC PAD <br />PAD <br />L <br />S3 2'-0" x 2'-0" x 1'-01,-4:1 H0; <br />wl (3) #5 E.W. BIB <br />3'-8" <br />18'-4" <br />13'-4" <br />VERIFY <br />AC PAD LOCATION OF A/C <br />PAD (2) #5's <br />)SE 2'4" x 2'-0" x II A' <br />a w/ (3) #5 E.W. <br />c� <br />CONDENSATE <br />CONDENSATE <br />I <br />LINE <br />-4" ELEV. FIN.LINE <br />I <br />CONC. SLAB <br />D <br />o <br />� ( <br />( <br />2 <br />R'-R" <br />R,-1 n,, <br />_ A'-1 nll <br />_ 9'_R" <br />9'-R" <br />L <br />73 <br />°U <br />OIL -4" ELEV. FIN. <br />CONIC. SLAB o <br />J <br />nl n11 � <br />10 <br />11 <br />1 <br />1 <br />FF <br />_��M <br />03 L <br />Ir <br />FF <br />I _ — <br />1— <br />—1 — — — PR VIDE 1 <br />—4— <br />I " RECESS FOR <br />— — <br />— <br />— <br />P <br />I <br />OVIDE 1 Y" RECESS FOR <br />I — — — — I— <br />—I — — <br />1 <br />r <br />— --F <br />�- — — — P� <br />I <br />I SLI ING G <br />ASS DOOR. REFE <br />TO <br />� <br />r <br />DIN_GLA�Sb� REF <br />TD i <br />I <br />SLID <br />1 <br />1 MA <br />ON'S <br />OPE FOR WIDTH <br />M <br />SOWS SCOPE FOR WIDT <br />I <br />I <br />I <br />I <br />MA <br />I <br />_ <br />L 55 PROVIDE LINE FOR <br />D1 ICE MAKER <br />M <br />I <br />I <br />I <br />1 M <br />J <br />PROVIDE LINE FOR D ( <br />I <br />- <br />I � <br />D <br />PROVIDE LINE FOR I <br />I <br />I <br />I ICE <br />MAKER <br />I I <br />ICE <br />MAKER <br />I <br />I <br />Fr \ <br />S3 <br />I <br />I S3 <br />I II� <br />\ L <br />II J- I <br />3 2" MIN. 3000 PSI CONC. SLAB FOR <br />I � II <br />I 1� <br />H COUNTY ONLY. I�`I`� 2500 PSIOCONC. S B OVER 6 MIL. <br />\ I) �� lu!J`� J <br />1 I VISQUEEN VAPOR BARRIER <br />I I I I I I <br />1 2' RECESS FOR <br />TaL SS DOOR. REFEI <br />S OPE FOR WIDTH <br />00 I DM651NK�i4rwl I I <br />.J-. —_ — �IDBL. <br />�SINK wf DBL. SINK KwI� <br />DISRAISRDSAL DISPOSAL DISPOSA - Cj <br />o 11 0 0 11 o IIII <br />JLJIII _ L -ill' L L- - J' LJ_ JL_� <br />I - <br />e <br />II <br />'2'5-98" 111 125g2540 <br />PW01 I I I I PW01 I I PW01 I <br />I D1 _ 1 1 D1 Di <br />LO <br />I IQ0 <br />zo <br />I zo 1 I 1 I I I I<o I <br />3'-10" L# 14'-2" i I 14' 3'-10" I 13 -10" 10 0 4'-6" <br />I I I <br />I <br />M <br />S3 I <br />V-4" <br />' ' I I I I I I I <br />0'-0" ELEV. I IOL 0'-0" ELEV. LOOIL I I I I I I 0'-0" ELEV. <br />FIN CONIC. SLAB I I FIN CONIC. SLAB I I FIN CONIC. SLAB <br />I- --� �-- - � . - - I- - —�- - - c.J_ I _ I I _ �_ _ I I _ _ C.J. - - -� -- <br />GG I I GG - I I I I I I GG <br />I I S3 I I S3 S3 <br />I I I I @FOUNDATION I I I I I @FOUNDATION I I 1 ( I I ( @ FOUNDATION ! <br />I <br />2' 0" 16'-0 6-0"I I 2' 0" 2' 0" ( 1 16' <br />r I I I I I 10I ir_ I I � I I <br />i IL jl L� \�i <br />.4LIL <br />K <br />.�/ <br />�l IIII <br />iv III <br />- <br />SK(�W.H H IH.W)I S_� P OVID 112"RECESS FOR I WROVIDE 112"RECESS FOR <br />OT OR. REFER TO tONT DOOR. REFER TO <br />4104" ON'S SCOPE FORWIDTH MASONS SCOPE FOR WIDTH Z-1004" <br />10 FM24 ® <br />4' 4" IFM24 FM241 3 v—— <br />1I I I <br />10'-6" <br />I <br />pl: <br />4: <br />8,:L. <br />�,: <br />4: p:: <br />p:, <br />p : <br />I <br />10'-6" <br />1 <br />0 -4" ELEV. FIN. <br />°p <br />o <br />I <br />0 <br />co I <br />I CONIC. SLAB <br />I <br />1 <br />1 <br />14" ELEV. FIN. <br />I Zo <br />I <br />CONIC. SLAB <br />1 <br />1 <br />PW01 <br />® <br />I <br />® <br />PWO <br />U <br />2 <br />C) <br />cla I -C.j.- <br />- <br />I <br />1 <br />0 <br />0 <br />j <br />C.J. <br />C.J. <br />LO <br />I <br />I I <br />o <br />I <br />11 <br />_ <br />I <br />o <br />1 <br />o <br />ELEV. APPROX. <br />ELEV. APPR03� <br />I <br />o <br />10 I <br />t <br />I <br />I ® <br />1-1/2" BELOW F.F. <br />11-1/2" BELOW F.� <br />I <br />55 <br />ELEV. CAN BE NO <br />I I <br />I ELEV. CAN BE NO <br />55 <br />1 <br />ICI <br />J <br />* L — S3— <br />D1 <br />MORE THAN 1-1/2" <br />MORE THAN 1 1/2" <br />BELOW TOP OF <br />I <br />I BELOW TOP OF <br />2'-6" x 2'-6" x V-0" 1 <br />10 <br />EGRESS DO <br />1Lo <br />EGRESS DOOR <br />� <br />w/ (3) #5 E.W. <br />THRESHOLD. <br />I <br />THRESHOLD. <br />FIELD VERIFY <br />1 <br />I FIELD VERIFY <br />\ I (2) #5 VERTICALS <br />WIN FILLED CELL <br />:_8" 8:_0l: <br />4. <br />411 A:: <br />OP <br />(V <br />S3 <br />)SE <br />I S3 <br />HOSE <br />BIB <br />BIB <br />6-8" <br />6-8" <br />In <br />13'-4" <br />D1 <br />1 2' 6" x 2' 6" x 1'.0" <br />wl (3) #5 E.W. I I 1 0 <br />1 M <br />J <br />60 <br />54'-4" <br />(2) #5 VERTICALS <br />WIN FILLED CELL <br />8'-0" <br />1 V-4" <br />I4" ELEV. FIN.,-L 1 <br />CONIC. SLAB <br />C.J. <br />ELEV. APPROX] <br />1-1/2" BELOW F.F.) <br />ELEV. CAN BE NO <br />MORE THAN 1-1/2"1 <br />—I BELOW TOP OFI ■ <br />EGRESS DOOR <br />THRESHOLD, FIELDI <br />VERIFYI. <br />47, PROVIDE 1/2" RECESS FOR <br />FRONT DOOR. REFER TO <br />MASS SCOPE FOR WIDTH -1ON <br />® ® ® ■ <br />.4" <br />0" 4'-0" <br />ire I <br />I <br />w <br />rl <br />N <br />o T T-0" x T-0" x 1'-0" <br />1 wl (4) #5 E.W. I <br />55 <br />D1 <br />I I ■ <br />A <br />J S3 <br />S3 <br />"SEES 3 FOR o <br />RECESS OPT" 'n J <br />(2) #5 VERTICALS <br />WIN FILLED CELL <br />8'-0" <br />11'-4" <br />OEM <br />d <br />R <br />zo <br />HOSE <br />-BIB <br />T-0" x T-0" x 1'.0" <br />wl (4) #5 E.W. <br />A <br />73 <br />55 \ <br />D1 <br />TYP. @ <br />2-STORY U.N.O. <br />IN <br />0 <br />co <br />0 <br />N <br />CV <br />LO <br />fV <br />10 <br />3'-0" x T-0" x 1'.0" <br />w/ (4) #5 E.W. <br />FOUNDATION PLAN - RIGHT SIDE <br />SCALE: X"=V-0" <br />N <br />c <br />d� <br />9 W <br />Geri <br />V <br />►+- a <br />.y <br />H A ® �. <br />y d ® % <br />v s <br />«4 <br />a •°� v = <br />m c o <br />CL <br />,n <br />c E <br />o <br />p, r••i <br />0 <br />M <br />0 <br />N <br />w <br />fV <br />n- <br />-�• <br />ter. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />WAll,/ <br />® O U <br />u0 N <br />N n <br />f' <br />N m <br />o c <br />k <br />oN <br />d <br />a5 <br />v <br />@u_LL <br />��z <br />Z <br />3 0. <br />m <br />O <br />ON <br />� <br />m <br />W02 <br /><�Lrn <br />Qco <br />u <br />cN—N <br />V)lVou- <br />D <br />6" <br />LU <br />o <br />I <br />Z <br />LL <br />aE <br />z <br />ZwzowK <br />p <br />E U <br />00 <br />oVmmooU_o_U/W <br />aS1E <br />ztoW <br />rC3aN=Nm2-QOUNo <br />zO <br />¢m0 <br />o <br />3 <br />Q=�iaZM <br />2. <br />Z <br />agQ <br />o <br />W¢O <br />Z <br />O <br />FF�3o <br />M <br />0,=1 <br />•°1n00 <br />>c <br />i <br />1 <br />CO 00 <br />00�1— <br />T/ <br />U <br />117O <br />m50 U) <br />00 <br />p <br />LO <br />M <br />LO <br />CDQo04 <br />LO <br />00 <br />(D <br />04 <br />u^) api <br />aM <br />Z <br />r/ <br />O <br />ma)E <br />� <br />JOB <br />NO: 23-12154-12159 <br />SCALE: AS NOTED <br />SHEET NO. <br />2.2®azW�W- <br />r 1iIIBT" T�� il�T� <br />