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11
<br />NOTE:
<br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
<br />PREVALENT AREAS, APPENDIX 7" 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 I
<br />FILLED CELL LEGEND
<br />0 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 />0
<br />W.W.M. PLACED IN i- d
<br />rg l.-
<br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 U_
<br />OR FIBERMESH REINF. SLAB THICKNESS
<br />WHERE SHOWN ON 0
<br />SEE PLAN. 0
<br />F N
<br />OU I DATION PLAN 19
<br />U
<br />LU
<br />LU
<br />x I
<br />Cn
<br />CONTROL JOINT DETAIL
<br />SCALE: 1 110=11'4'
<br />CONT REINF.
<br />SEE FND. FOR
<br />QUANTITY
<br />#5 X 25" X 25"
<br />7- 7-
<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-10"
<br />CMU WALL
<br />(1) #5 REBAR @
<br />FILLED CELL
<br />6x6 W1.4xW1A
<br />W.W.F.
<br />. 9A.�,
<br />4
<br />4 L
<br />4
<br />C?
<br />4 A
<br />Zi- , . I !�. Y4
<br />'k
<br />tal
<br />(4) #5
<br />REBARS
<br />CONT. 4" 2'-0" 4"
<br />CMU BEARING WALL FOOTING
<br />SCALE: 3/4"=l'-O"
<br />5x5x3/8" A36 STEEL
<br />DAOC: 01 A-rC:
<br />SECTION A —A
<br />2" 0 SCH40 STEEL
<br />PIPE w/ GALV. G1 20
<br />FILLED w/
<br />CONCRETE
<br />A� �A ELECTRIC
<br />(4) 1/2"x3 3/4"
<br />WEDGE
<br />ANCHOR BOLTS
<br />w/ M I N./MAX. 3"
<br />EMBEDMENT
<br />\—CONCRETE SLAB
<br />(FM24 BOLLARD DETAIL PER PLAN
<br />SCALE: 3/4" = V-0"
<br />54'-4"
<br />13'-4"
<br />134"
<br />SYMMETRICAL
<br />VERIFY VERIFY T41 x 3' -0" x 1' -0" VERIFY LCPAD
<br />LOCATION OF A/C EPJAD AC PAD I LOCATION OF A/C W/ (4) #5 E.W� LOCATION OF A/C
<br />T-O" x 34" x V-0" PAD PAD PAD
<br />wl (4) #5 E.W. 10 Z-O" x Z-O" x 1'.0- HOSE--,
<br />Z-O" x 2-0" x V-1)" OSE HOSE Z-O" x Z-O" x V.0" BIB
<br />w/ (3) #5 E.W. BIB w/ (3) #5 E.W. w/ (3) #5 E.W,
<br />%
<br />F
<br />CONDENSATE CONDENSATE CONDENSATE
<br />4"ELEV. FIN. LINE LINE LU 141 LU OL 4' ELEV LINE
<br />rA Lu ELEV. FIN. FIN.
<br />CL CONIC. SLAB ONC. SLAB CONIC. SLAB
<br />C� k�,2
<br />\, �3 C)
<br />1# 6-8" L. 3'-10" L& 3'- 1 2'-8'l 2'�8" 3'- 1 3'- 10'. L. 6-8" wi-u J'-Y" L. 6-8" L. 3'-10" L. 3'- 10" Z-8" 1 o,
<br />E DL_ --JED 11 ElL___ N
<br />PROVIDE 1 Y ROVIDE 1 Y2" RECESS FOR PRDVIDE
<br />2" RECESS FOR — — — — _!,�7 RECE�S FOR
<br />9 SLIDING GLASS 5_056137�EPFE_F TO ILIDING GLASS DOOR. REF-E—RTO— F
<br />SLIDING GLASS DOOR. REFER TO
<br />MASON'S SCOPE FOR WIDTH ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO� WIDTH
<br />0? L =00
<br />PROVIDE LINE FOR PROVIDE LINE FOR EO
<br />ICE MAKER ICE MAKER I
<br />\ S3
<br />r 71 f r 717—�.7
<br />3Y12" MIN. 3000 PSI CONIC. SLAB
<br />FOR
<br />v/ I I I ll( (I HERNANDO COUNTY ONLY. 3Y2" MIN,
<br />2500 PSI CONIC. SLAB OVER 6 MIL.
<br />7 VISQUEEN VAPOR BARRIER
<br />DBL. SINK w/ I OP DBL, SINK w/
<br />DBL SINK wl ? I 1 1
<br />C.j. DISPOSAL —DISPOSAL Cj C.J,, DISPOSAL
<br />r5 5 f- �__ �_I.
<br />rj r, () III
<br />-ill -JL--Jlll I I I -il 11
<br />TYP. @ L =:J L — — — J L i t7�=_j
<br />Fz--_ ]EE El E
<br />TL_ op
<br />2-STORY U.N. AJ— 11
<br />9 0. 12'-5" 5'-11" 1 12'-1" 12-11" 6-11
<br />14 1
<br />tPW3'1\ I I KPWO�N I lep�wo
<br />Cj
<br />CD
<br />Cl)
<br />orm 14'-6'1 1, 3' L. 14'-2" 14'-2 LO T-10"
<br />r_1 k
<br />9
<br />-7
<br />7 OIL 0'-0" EL OL 0'-0" E
<br />0'-0" ELEV. I -
<br />k �.SLAB
<br />FIN CO SLAB FIN C:O� SLAB
<br />FIN CONIC. SLTB__
<br />C i C.j. C.j.
<br />co
<br />f -7 rGG
<br />A I I � �3
<br />I @ FOUNDATION @ FOUNDATION I ION
<br />0.
<br />1 k'4' L& Z-110" 16-0.1 16-0" ZiO"
<br />- 7 Q?
<br />7 10
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<br />7
<br />to
<br />C�
<br />LO JELEV. APPROX. F_
<br />il -1/2" BELOW F.F.
<br />ELEV. CAN BE NO
<br />0 IMORE THAN 1-1/2" J/
<br />iBELOW TOP OF F 7
<br />EGRESS DOOR
<br />ITHRESHOLD. FIELD
<br />rK� (0 If 7t (.0 CD
<br />to � �K o?
<br />&D C"!
<br />C"! \V� H.W,, I
<br />PROVIDE 112" RECESS FOR �3 L PROVIDE 1/2" RECESS FOR L
<br />_T - - - _t_ _j C.0 PROVIDE 1/2" co
<br />LO iVERIFY K H f \1 RONT DOOR. REFER TO RECES F5R -1
<br />LFRONT DOOR REFER TO n, 103. _j L _ FRONTDOOR IT
<br />4 - 1 2'- MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH
<br />MASOITS �COPE FOR W 4 �EFER T Z-11 04�1
<br />I FM24
<br />0 ED I I ig in] I N m, a m, 11 u�T 7111117 1 oi
<br />4' 4. 4"
<br />-01, 4'-0" 1-01, 011 10'-6` 10'-6" 1 ;I011 ;l'-011 4'-011 11-8" 6. V4, 1 4--0" 0., 101, 0'-6"
<br />o? o? 9
<br />-50 9 9
<br />-1 4' ELE Z. I I ;t �0 ;;T 9
<br />M Aj--, 4" ELEV. FIN. I 1 1 4" ELEV. FIN.
<br />CONC. SLAB rpw-0-1� CONC. SLAB El I —7-I'ELEV. APPROX. I CONIC. SLAB
<br />C
<br />AV— 1-1/2" BELOW I ---
<br />ELEV. CAN BE NO
<br />C.j.
<br />—C.J. \"�ROX. MORE THAN 1-1/2"
<br />C. J. - ELEV. <=-
<br />7 9
<br />1-1/2" BELOW F.F
<br />C14 C14 Lu 10 [0 BELOW TOP OF 1-0 LO
<br />C"I
<br />LU ELEV. CAN BE NJ2 k
<br />V-4 EGRESS DOOR
<br />T-0" x 34" x V4, 16-8" 2 MORE THAN 1-1/21 1 THRESHOLD.
<br />W/ (4) #5 E.W. '7 BELOW TOP OF
<br />9 1 9 1 03 14 FIELD VERIFY 9
<br />\%,.� �3 Lo LO v EGRESS DOOR v-
<br />r55 THRESHOLD.
<br />FIELD VERIFY
<br />10
<br />9
<br />rA 9
<br />9 �3
<br />9 "SEE S-3 FOR % j
<br />RECESS OPT.' L _j
<br />YS3
<br />L
<br />4_1 N Z7
<br />11 171%
<br />_j LHOSE
<br />BIB (2) #5 VE BIB BIB (2) #5 VERTICALS
<br />MIN FILLED CEL WIN FILLED CELL MIN FILLED CELL
<br />HOSE (2) #5 VERTI�ALS RTICALS SE
<br />8'-0" ",'-8" l'-8" 8'-0" V-8"
<br />11-4" 70, 111'4" 01 6-8" 00 6-8- 1'-8" 8'-0" V-8" -70,
<br />-71 nll 00. Q" 1 1 '31 All All",
<br />INDICATES FILLED CELL W/3000
<br />PSI CONC. GROUT FROM FTR.
<br />TO BEAM W/ 1#5 REBAR VERT.
<br />ABOVE SLAB. TYPICAL @ ALL
<br />PLACEb SHOWN HOOKED FTG.
<br />DOWELS 17"EMBEDMENT W/ 25"
<br />EXT ABOVE SLAB. GRADE 40
<br />STEEL
<br />FOUNDATION PLAN
<br />SCALE: Y4"=1'-0"
<br />Cl-i > 4�
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<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 />Engineers signature and seal.
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<br />JOB
<br />NO: 21-01148-01143
<br />SCALE : AS NOTED
<br />SHEEF NO.
<br />2
<br />
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