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<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 />0 CONT. FILLED CELL FROM FOUNDATION TO
<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 />v
<br />Uj
<br />U-1
<br />Cn
<br />CONTROL JOINT DETAIL
<br />SCALE: 1 1/2"=1'-0*
<br />NE
<br />.0.
<br />#5 CONT REINF.
<br />SEE FND. FOR
<br />QUANTITY
<br />#5 X 25" X 25"
<br />CORNER BAR 0
<br />FOR EA. HORIZ.
<br />j REBAR, TYP. U.1'
<br />TYP. CORNER BAR
<br />PLAN DETAIL
<br />SCALE: 1 1/2"=1'-0"
<br />CMU WALL
<br />(1) #5 REBAR @
<br />FILLED CELL
<br />6x6 W1.4xW1.4
<br />W.W.F.
<br />4.
<br />4
<br />4
<br />A
<br />4
<br />4
<br />40 11 0
<br />A
<br />9
<br />(4) #5 sk
<br />REBARS
<br />CONT. 4" 2'-0" 4"
<br />___7 0 _714
<br />CMU BEARING WALL FOOTINGri
<br />SCALE: 3/4"=T-O.. k
<br />5x5x3/8" A36 STEEL
<br />BA
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<br />A 'IrT
<br />ur)
<br />I I I
<br />#1 5"
<br />SECTION A —A
<br />IIIIIIIIII011
<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 />rFM24� BOLLARD DETAIL
<br />��j SCALE: 3/4" = 1 1-0"
<br />SYMMETRICAL
<br />18'-4" It 18'-0" It 18'-0" 1
<br />134" 3'-8" 1 3'-8" 13-4- Lj 1-0111 1-0111. 13'-4" 1
<br />VERIFY
<br />VERIFY
<br />3'0"x 3'0"x 1'0"
<br />VERIFY
<br />LOCATION
<br />OF A/C
<br />AD
<br />Pj
<br />LOCATION OF A/C
<br />w/ (4) #5 E.W.
<br />LOCATION OF A/C
<br />AC PAD
<br />3'-O"x 3-0"x V-0-
<br />(2) #5's
<br />PAD
<br />t
<br />PAD
<br />PAD
<br />w/ (4) #5 E.W.
<br />HOSE
<br />2'.G"x 2'-O"x V.0.
<br />tW-HOSE
<br />HOSE
<br />7-0"x 2'-O"x V-0"
<br />24, x 7-0"x V-0" BIB
<br />w/ (3) #5 E.W.
<br />RIB
<br />BIB14060//—
<br />w/ (3) #5 E.W.
<br />w/ (3) #5 E.W.
<br />CONDENSATE
<br />CONDENSATE C-)
<br />C51 CONDENSATE
<br />.4 `4, 4' ELEV. FIN. LINE
<br />LINE
<br />OIL 4' ELEV. FIN.
<br />OIL 4' ELEV. FIN.
<br />LINE
<br />0
<br />-1
<br />CD
<br />A*I
<br />Lu
<br />C1 CONC. SLAB
<br />W
<br />(3-
<br />0
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<br />4" 6'-8" T- 10" 10
<br />3'-1 2-8" ,
<br />2'-8" 3'-1 3'-10"
<br />61-811
<br />6-8"
<br />3-10" 3'-10"
<br />7-13",
<br />0
<br />40
<br />44'
<br />IN.
<br />7
<br />4-1
<br />-4
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<br />-OR — —
<br />—
<br />— — I PROVIDE
<br />1 Y2' RECESS FOR
<br />-1
<br />—
<br />PK� DE 1Y2"_RECESS
<br />:OR
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<br />EFER160-
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<br />�L_1Wn1_A9'SD60R.RE_FTk1T_
<br />F
<br />SLIDII IG GLASS DOOR
<br />EFER
<br />1
<br />1
<br />I
<br />MASON'S SCOPE FOR WIDTH
<br />MASO
<br />q'S SCOPE FOR WIDTH
<br />MASC N'S SCOPE FOR
<br />IDTH
<br />I
<br />,
<br />PROVIDE LINE FOR
<br />00
<br />L
<br />PROVIDE LINE FOR
<br />00
<br />E0
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<br />00
<br />ICE MAKER
<br />ICE MAKER
<br />1
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<br />1,, �3
<br />r7i� 4
<br />INDICATES FILLED CELL W/3000
<br />PSI CONC. GROUT FROM FTR.
<br />1/41
<br />,771
<br />1-71
<br />TO BEAM W/ 1#5 REBAR VERT.
<br />C�
<br />MIN. 3000
<br />I- 3Y2 Sl CONC. SLAB FOR
<br />7
<br />1 11
<br />'A
<br />ABOVE SLAB. TYPICAL @ ALL
<br />�2
<br />Cl)
<br />HERNANDO
<br />RNMA:NDC COUNTY ONLY. 3Y2" MIN.
<br />I Fn
<br />CO
<br />-3
<br />PLACES SHOWN HOOKED FTG.
<br />jj
<br />LL. 2500 PSI CONC. SLAB OVER 6 MIL.
<br />VISQUEEN VAPOR BARRIER
<br />DOWELS 17" EMBEDMENT W/25"
<br />EXT. ABOVE SLAB. GRADE 40
<br />STEEL
<br />55
<br />TYP. @
<br />2-STORY LIN . 0.
<br />C?
<br />2n
<br />Cl)
<br />ME
<br />T-0"x 3'-O"x V-0-
<br />w/ (4) #5 E.W.
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<br />BL. SINK wl DBL. SINKw/
<br />C.j. DISPOSAL zo DISPOSAL C.i. C.j. DISPOSAL
<br />c, r) 11 r.) III
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<br />L — — — L�7_�� 2 L — — — J L — — —
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<br />12, 5'- 6-98'" 12'-21" '-C
<br />1 O�, t 12 _25 5 Qj
<br />I of PWO
<br />1
<br />14'-6'1 3_101. 3'-10" W-2" 14'-2 T-10"
<br />A r_1 __1 - I I I
<br />2 r
<br />9 9 CD
<br />210 OL 0'-0" ELEV. OL 0'-0" ELEV.
<br />OL 0'-0" ELEV. -7 1 .7
<br />FIN CONC. SLAB \)w FIN CONC. SLAB FIN CONC. SD�B
<br />C.i. C.j. C.j.
<br />00
<br />rGG"\ rGG""\
<br />rGG I I -_ I I
<br />IT \, �3 \, �3 \, �3
<br />@ FOUNDATION @FOUNDAT @ FOUNDATION
<br />4_4" 16-0'1 -0"
<br />02', 0 t 2"0.. 1 16' Tj
<br />0
<br />C?
<br />10 10
<br />T r - - -I
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<br />-7 L IL L i
<br />0
<br />0? -7
<br />IELEV. APPROX. I
<br />il-1/2" BELOW F.F. I
<br />ELEV. CAN BE NO
<br />IMORE THAN 1-1/2
<br />(zi
<br />L L
<br />iBELOW TOP OF __j
<br />F
<br />EGRESS DOOR
<br />ITHRESHOLD. FIELD
<br />1? (0 OP
<br />iVERIFY ZN .1 EO
<br />V H H. I cli - PROVIDE 1/2' RECESS FOR
<br />PROVIDE 1/2" RECESS FOR __j 19 19 L
<br />F R
<br />PROVIDE 1/2" RECESS F
<br />LFRONT DOOR. REFER T f L FRONT DOOR. REFER TO REFERdT A
<br />_0 -1 L FRONT DOOR.
<br />WA95OW-8 9MOPIE —FOR WIDTH 2'- 01 7_1 Oil` M 9S_0_N'§ `S-C 0 P ETFO R W I D T H MASON'S SCOPE FOR WIDTH 7-10i'l
<br />FM24 FM24 FM24
<br />Ila Ell IIIiIi IZf 101
<br />.4- 4" [j -4.
<br />X V/
<br />4'-0" )0111 0.1 1. 0.. 0.1
<br />01, 10'-6" 10'-6" 1 0. J'-Ol 4'- -8 4'-0" 10'-6"
<br />of
<br />4" ELEV. FIN.
<br />;0 9 ce) 4
<br />-1 b 1 4" ELEV. FIN. \-rCONC. SLAB
<br />LO jj-\-4t'ELEV. FIN. Ak -
<br />CONC. SLAB CONC. SLAB
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<br />04 _ I I
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<br />3!.O"x 3'-O"x V-1)"
<br />w/ (4) #5 E.W. 1i ELEV. APPROX. ELEV. APPROX.
<br />9 F A
<br />1-1/2" BELOW F.F. F 1-1/2' BELOW F.F.
<br />Lo r5 5 ELEV. CAN BE NO ELEV. CAN BE NO r5 5
<br />k1ii.) MORE THAN 1-1/2" MORE THAN 1-1/2"
<br />A BELOW TOP OF BELOWTOPOF
<br />EGRESS DOOR 0? EGRESS DOOR
<br />2'-6"x 2'-6"x V-0' U') 2'.6- x 7-13" x 1 A'
<br />wl (3) #5 E.W. THRESHOLD. THRESHOLD. w/ (3) #5 E.W. C
<br />Cl) FIELDVERIFY FIELDVERIFY
<br />9 S3
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<br />(2) #5 VERTICALS
<br />(2) #5 VERTICALS
<br />(2) #5 VERTICALS
<br />WIN FILLED CELL
<br />W/IN FILLED CELL
<br />BIB
<br />BIB
<br />W/IN FILLED CELL
<br />V-8"
<br />81-0..
<br />V-8"
<br />V-8"
<br />8'-0"
<br />"-8"
<br />,
<br />6'-8"
<br />6'-8"
<br />.11-81,
<br />81-01,
<br />1 '-4"
<br />11 '-4"
<br />FOUNDATION PLAN - LEFT SIDE
<br />SCALE: Y4"=V-0"
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<br />LER/L!'14,.,
<br />E N
<br />No PE78750
<br />'0C Z
<br />STI OF
<br />4�
<br />A,
<br />0 R 1 41
<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. Engineers signature and seat is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seaL
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<br />JOB
<br />NO: 23-13125-13130
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />2 . 1
<br />
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