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CN <br />4� <br />0 <br />CN <br />U) <br />CN <br />71- <br />LO <br />CD <br />LO <br />C I D <br />714 <br />ZD <br />I <br />C14 <br />cc <br />C14 <br />PI-) <br />V) <br />Cl <br />C'4 <br />c1*14 <br />LO <br />CD <br />0 <br />0 <br />tcz <br />r*,) <br />C14 <br />CD <br />CN <br />E <br />0 <br />_j <br />LZ <br />C14 <br />L0 <br />Ca._ <br />C14 <br />(ZD <br />C1.1 <br />L0 <br />6 <br />0 <br />cm <br />LLJ <br />S <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 />E 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 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERMESH REINF. WHERE SHOWN ON <br />SEE PLAN. FOUNDATION PLAN <br />LU <br />LU <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=V-0� <br />_#5 CONT REINF. <br />EE <br />S FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 1/2"=V-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 VV1.4xVV1A <br />W.W. F. <br />4 4 <br />.4 <br />C? <br />A* <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTING( <br />5x5x3/8" A36 STEEL <br />BA <br />OF- r- LM I ZZ <br />I I <br />51, 4 <br />SECTION A -A <br />A <br />SCALE: 3/4"=1'-O" <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />(4) 1/2"x3i 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />SYMMETRICAL <br />1 <br />1 <br />VERIFY T-O": <br />LPJAD LOCATIONOFA/C w/(4� <br />PAD <br />�_HOSE <br />74' x 24" x V.0" <br />&JN w/ (3) #5 E.W. All <br />CONDENSATE <br />LINE 4' ELEV. FIN. <br />LU <br />a- CONC. §5�_B <br />1 <br />�2 <br />2'-8" 3-10" T-10" 1 It 64 <br />54-4- <br />18'-0" <br />_O. -0" 10 134" T-8" <br />VERIFY <br />LOCATION OF A/C AC PAD <br />PAD <br />2',0" x Z-O" x 1 i.U� I I H 0,' <br />W/ (3) #5 E.W. <br />118-4- <br />T-8" 13�4' <br />4 <br />VERIFY <br />AC PAD LOCATION OF A/C <br />PAD (2) #5's <br />)SE Z-0.1 x Z-O" x V-0" <br />w/ (3) #5 E.W. <br />q'%NDENSATE <br />CONDENSATE 7 F <br />4' ELEV. FIN. <br />LINE LINE <br />CONC. SLAB <br />lit" '41-11111 7_2" 7_2" 111" 111 <br />L - <br />73 <br />4" ELEV. FIN. <br />CONC. SLAB <br />­ I., <br />0 F JIB M - Ir rg// 0 N 0 M - M <br />F_ PROVIDE 1 Y?" RECESS FOR PF OVIDE 1 Y2" RECESS FOR PROVIDE 1 /2" RECESS FOR <br />I— -9-S-06-0 - __ I— — — — I— __ —1 — __I-_ — — — <br />I- TL DINTGLA -R. RE FE R TG SLIE ING GLASS DOOR, REFER TO <br />F SLI1 FN_G GI ASS DOOR. REFE I TO F - I <br />1 ' ONS SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH <br />MA, M) SON'S SCOPE FOR WIDTI- I I <br />00 _j I <br />'FROVIDE LINE FOR PROVIDE LINE FOIR <br />ICE MAKER <br />I ICE MAKER <br />INDICATES FILLED CELL W/3000 I �3 <br />PSI CONC. GROUT FROM FTR. r7l 71 --1 <br />TO BEAM W/ 1#5 REBAR VERT. 1 [7 <br />ABOVE SLAB. TYPICAL @ ALL lij, t) I I j �11 1 11( 4- )11 <br />A% M2" MIN. 3000 PSI CONC. SLAB FOR 1 7 <br />PLACES SHOWN HOOKED FTG. HERNANDO COUNTY ONLY. 3Y2" MIN. 1� <br />T <br />DOWELS 17" EMBEDMENT W/ 25" 2500 PSI CONC, SLAB OVER 6 MIL. L j�_t LL �2_j <br />EXT. ABOVE SLAB. GRADE 40 VISQUEEN VAPOR BARRIER <br />STEEL <br />I <br />c? DRIBBISMM/ C? C.j. DBL. SINK w/ C? DBL. SINK w/ <br />DISROSROSAL �0 DISPOSAL DISPOSAI� - - - C.j. <br />C +J. <br />77 F <br />III " 11 -) Jill I 1 1111 r, 11 r, 11 111 11 -) 1111 1 <br />III, JL -ill I I I 111L--JL--Jl IL JL_ _jT I <br />L ' L - - - L <br />C��j - L L_==2L J <br />A __E__= EEEE E E Z. - 11 __" , E -3- <br />5 ._93.1 I -A., 5-938-" 102-1" 12._5:1�', <br />8 8 t 12'- t25 5' <br />I I <br />fp*'VV�01 rPWO,1� <br />\,D 1 <br />zo d d <br />C5 <br />zo cD I I I <br />101, <br />T-10" 14'-2" 14'-2?' T- 1 1, 1 3 -10" 1714'-6" <br />A 7_ <br />-7 <br />-7 10 In <br />77 OIL 0'-0" ELEV. 4 0'-0" ELEV. - <br />1 -7 OL 0'-0" ELEV. <br />- - FIN CONC. SLAB FIN CONC. SLAB <br />-7 <br />-7 FIN CONC. SLAB <br />C? C i C.i. Z_ C.i. <br />Co -1-i0io; <br />�0 7- <br />-7 �3 <br />@ FOUNDATION I @ FOUNDATION @ FOUNDATIO <br />A <br />6 <br />2-10" 1 -7 1 16-01 '-0" 2"0" 16--l" <br />1 -7 1 1 1 <br />00 <br />A <br />F L J-1 L i _j <br />r <br />50 <br />-1 o? <br />[D <br />Z_ <br />F_ ELEV. APPROX.1 <br />1-1/2" BELOW F.F.1 <br />ELEV. CAN BE NO <br />L MORE THAN 1-1/2"1 <br />BELOW TOP OF <br />EGRESS DOOR <br />7 \17 THRESHOLD. FIELDI <br />o? <br />�0 K K K VERIFYi <br />\HW JI C14 I(\VV H H N111 <br />P ?OVID� 1/2" RECESS FOR il,ROVIDE 1/2" RECESS FOR L <_ S3 PROVIDE 1/2" RECESS FOR <br />F �O LRONT DOOR, REFER TO <br />LOOR. REFER TO LRONT DOOR. REFER TO _j <br />11E ED IlDr—, TTA I M <br />SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH <br />101" LZ-1041" 1 014" MASGN7S S E FOR WIDTH <br />FM24 FM24 <br />10'-6" <br />_4" ELEV. FIN. <br />zo SLAB'll <br />_C.j. <br />CS <br />rc, <br />9 <br />r5 5**\ <br />Av �1 <br />2�6" x 2'-6" x V-0" <br />w/ (3) #5 E.W. <br />L <br />1 (2) #5 VERTICALS <br />\—CONCRETE W/IN FILLED CELL <br />SLAB PER PLAN <br />FM2 BOLLARD DETAIL 11-4' <br />SCALE: 3/4" = V-0" <br />T-O" x T-0"x V-0" <br />wl (4) #5 E.W. <br />A <br />73 <br />[ 55 1 <br />1_12�1 <br />TYP. @ <br />2-STORYU.N.O. <br />LO <br />4" <br />1.4'-0" <br />4' <br />�O,,�.[ <br />'4' <br />�,_01, <br />11_8" <br />4'-011 <br />0" <br />10'-6" <br />10'-6" <br />0" <br />.-0" <br />01 <br />4'-0" J.- <br />01 <br />01 4= <br />C? <br />op <br />I <br />9 <br />01 <br />01 <br />1 1 <br />C? <br />�0 <br />14" EL V. FIN. <br />-4" ELEV. FIN. <br />OP <br />10 <br />A <br />CONC. SLAB <br />CONC. SLAB <br />C) <br />0 <br />C.J�� <br />C.j. <br />9 <br />1j7 <br />�<, <br />L0 <br />C.j. L0 <br />C.i. <br />21-1- <br />� <br />+ <br />7 <br />ELEV. APPROX <br />op <br />ELEV. APPROh <br />T-O" x T-0"x V-0� <br />T-0` x T-1)" x V.0" <br />1-1/2" BELOW F.F. <br />11-1/2" BELOW F.;-'-. <br />w/ (4) #5 E.W. <br />I <br />w/ (4) #5 E.W. <br />LID <br />ELEV. CAN BE NO <br />MORE THAN 1-1/2" <br />ELEV, CAN BE NO <br />MORE TIAN 1,112" <br />r55 <br />BELOW TOP OF <br />BELOWTOPOF <br />EGRESS DO <br />EGRESS DOOR <br />0 <br />THRESHOLD. <br />THRESHOLD. <br />LO <br />2'-6" x 2'-6" x V-0" <br />A <br />w/ (3) #5 E.W. <br />C) <br />1 1-1 <br />FIELDVERIFY <br />FIELD VERIFY <br />00 <br />_j <br />% <br />SEE S-3 FOR <br />oc <br />_j <br />EC ESS OPT." m <br />H SE <br />OBIB <br />80 <br />T <br />L <br />IN <br />­10 <br />S3 <br />'\\HOSE <br />�Wj 1 <br />11 Mi <br />HOSE <br />(2) #5 VERT <br />1- <br />CALS <br />1 (2) #5 <br />VE RTICALS <br />BIB <br />BIB <br />W/IN FILLED <br />CELL <br />WIN <br />FILLED CELL <br />V-8" <br />8'-0" <br />V-8" <br />V-8" <br />81-01, <br />V-8" <br />0 11 -4' <br />1 V-4" <br />V-8" <br />6-8" 1 6-8" <br />131-411 22'-8" 7' <br />�A' All <br />I <br />I <br />I <br />0 <br />1-- <br />19 <br />0 <br />19 <br />CNI <br />FOUNDATION PLAN - RIGHT SIDE <br />SCALE: A"=V-0" <br />-,j <br />C%j <br />_CD <br />C= <br />C�4 <br />U- <br />Cc C= <br />W <br />C, <br />cu <br />E <br />Q_ <br />Cs,� 0 1,v tv <br />C <br />C=> <br />< <br />-ell <br />To the best of the Engineers knowledge, info7mabon and belief. <br />the structural plans and specffications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />8 <br />Cq 0) <br />0 <br />a) WO @ <br />c? _005 u;- u, <br />u- uj <br />v3) <br />co U u- <br />Z <br />13 <br />8 <br />.0 <br />vi - D X - <br />1% <br />-Z G in Lu <br />=3 Co <br />W <br />0 <br />U) z <br />z <br />LLW <br />b <br />_L0 z LO) LTU <br />�) <br />C14 C . <br />:� L) u) i­- <br />0 L) R 7 71 <br />z <br />N W <br />0 <br />< <br />< <br />- �7 <br />V) <br />M <br />CD <br />Q) <br />4--J <br />c/3 <br />LL, <br />0 <br />LU <br />V) <br />[j) <br />LL, <br />E <br />8 <br />U 0 <br />< <br />< <br />U_ <br />E <br />z - <br />z <br />< <br />E <br />Q <br />00 <br />� 0 <br />0 <br />0 <br />I < <br />z <br />< z <br />0 <br />z <br />U:) <br />< <br />Z< <br />�0 <br />z <br />< <br />z <br />< 0- <br />W <br />0< <br />z <br />< <br />0 <br />0 <br />z <br />C) <br />> 00 <br />0 <br />M <br />c1q <br />0 <br />cy') <br />CID <br />FL <br />LC) <br />E <br />50 <br />U) 00 <br />I? co <br />CY) C'4 <br />(0 CD <br />C:) <br />ZD <br />< <br />04 <br />a) <br />LO <br />c6 <br />E <br />E <br />LO <br />0 <br />ca <br />z <br />E T_ <br />cc <br />E <br />0 0 <br />0 _j <br />cc <br />< 0 1 <br />0 <br />_j <br />JOB <br />NO: 23-05719-05724 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />1, HA.Ai 1 _T_FFT__FT1' "Md A.110— �[ I AL A , I- . 1), 1 <br />