Loading...
07-1537-004+31.0' NG VD TOP OF 8M. x 1 METAL DRIP EDGE TO BE PAINTED 1x3 P.T. DRIP BOARD ON 2x10 WD. FASCIA 2" CONT. VENT STUCCO ON MTL. LATH SOFFIT W/ 1/2' PLYWOOD 'USP' CLPBF HURRICANE ANCHOR 2x4 P.T. w/ 1 1/2'; A.B. 11D 24" O.G. 3/4' STUCCO FINISH TO BE PAINTED +21.0' NGVD FINISH FLOOR +10.5' NG VO FINISH FLOOR FINISH GRAPE VARIES— 12' CMIN.) I 1/2' GYPSUM BD. ON P x 2' P.T. WOOD FURRING a 16' O.C. 1 WITH R-5 RIGID INSULATION ( 6' CONCRETE SLAB (SEE STRUCT. LXIG. ) .• ` I/2' DRYWALL G-YPSUM BD_ ON 1x3 :i.. `� WOOD FURRING c- 16' O.C. 1x3 P.T. FIRE STOP AT CEILING AND ANOT 1 &'x 12' CONCRETE TIE BEAM W/, 4,a BARS CONTINUOUS 8' CM.U. WALL REINFORCED HORIX. w/DURI TRUSS TYPE EVERY OTHER COURSE. PRC e EITHER SIDE OF WINDOW 4 DOOR OPEN INTO FOOTING w/30' LAP SPLICE (TYP. TH 1/Z' GYPSUM BD. ON 1' x 2' P.T. WOOD FURRING 10 16' O.C. WITH R-5 RIGID INSULATION 6' CONCRETE SLAB III III III�I 1-1, SII �1l I III 1 1 II I 24"x12" CONT. CONC. FOOTING III—I11 I-II I� 111a I 111 mI I I =11 I=1 1117111 Illi ILII _ Il��illl �IIII� I�� IIII�I I �IIIIIII� I�IIII�-�� II III�TI—II�III-iI�I� II�III-iI�IIL-- TYP I CAL WALL_ SECTION 3/4" = 1'-0" 41-01 ZONING; INFOR: IAT I ON: 1-1/2' x 1-1/2'- 3A41 '34' 1-1/2'x1-1/2" VERTICAL SUPPORT INTO PVC SLEEVE WITH EPDXY ZONING: R5-3 SWALE GfROSS 'SECTIO LOT AREA: 11,A84 SQ.FT. 1141'-0° BUILDING COVERAGE: FIR5T FLOOR 1„IAX. ALLOW,4BLE C30i0 = 3144 FIRST FLOOR PROPOSED (29.0%) = 3,426 SQPT. SEGOND FLOOR 1" iAX. ALLOW,45LE (&09/c OF 1st. FL-) = 2,0E�& 5Q.FT. SECOND FLOOR PROPOSrzD (INCLUDING OPEN TO 15ELCW AREA) (138.-1510 = 1,g99 SQ.FT. I1„Ifi EfRVICUS AFEA: 11AX. ALLOWABLE (40%) _ 41E5S4 SQ.PT_ PROPOSED (30500: 00: HOUSE = 3,��g 50.PT. POOL AREA - 705 SQ,FT, TOTAL PRoPo-)PD = 416:�-d Sr PT I +9.63' �I 1-1/2' x 1-1/2' 2'xl' SAIL INS DETAIL 2 N.T.5. / DPVC SLEEVE INTO / INTO CONCRETE OST DETAIL N.T.5. rJ GREEN r4R A: CEMENT TILE ON 90* t 30" FELT F4= -=,:R 5/8' PLYWOOD SHEA$HfNG NAILED 1st. FLOOR= w/10 -d c 4'O.C. ALONG EDGES t R'�QI..IIR�D C�Oio): INTERMEDIATE 5UPP,CjRTS i'v' O.C. J WOOD TRUSS BY MFR, 12 w 2411 O.C. tt4n. 1/320 SQ.FT. 4 WOODFILLER SETE3AG<5: R-30 F13ERC-LASS 00 BATT INSULATION 1/2' DRYWALL f` GYPSUM BD. ON 1x3 1st. FLOOR WOOD FURRING w 16 ` O.C. EA: RR PROVIDE 'USP' DTC ANCI=OF: • :. •. (SEE STRUCT. DWG5.) I 1x3 P -T_ FIRE STOP AT CEILING AND ANOTHER At MIDPO T 11 = 0 11 8' x 12" CONCRETE TIE BEAM TOTAL W/(4^i BARS CONTINUOUS -0 I I 8'-&" 8'- Il 8" C.M.U. WALL REINFORCED HORIz_ w/DUROWALL NoB G LV. UL TP''.,.ISS TYPE EVERY OTHER COURSE. PROVIDE 1"5+ GRO EI 151_011 Q EITHER SIDE OF WINDOW E DOOR OPENINGS. DOWEL D=5CRIPTION: INTO FOOTING w/30' LAP (TYP. THRU-OUT) VARIES— 12' CMIN.) I 1/2' GYPSUM BD. ON P x 2' P.T. WOOD FURRING a 16' O.C. 1 WITH R-5 RIGID INSULATION ( 6' CONCRETE SLAB (SEE STRUCT. LXIG. ) .• ` I/2' DRYWALL G-YPSUM BD_ ON 1x3 :i.. `� WOOD FURRING c- 16' O.C. 1x3 P.T. FIRE STOP AT CEILING AND ANOT 1 &'x 12' CONCRETE TIE BEAM W/, 4,a BARS CONTINUOUS 8' CM.U. WALL REINFORCED HORIX. w/DURI TRUSS TYPE EVERY OTHER COURSE. PRC e EITHER SIDE OF WINDOW 4 DOOR OPEN INTO FOOTING w/30' LAP SPLICE (TYP. TH 1/Z' GYPSUM BD. ON 1' x 2' P.T. WOOD FURRING 10 16' O.C. WITH R-5 RIGID INSULATION 6' CONCRETE SLAB III III III�I 1-1, SII �1l I III 1 1 II I 24"x12" CONT. CONC. FOOTING III—I11 I-II I� 111a I 111 mI I I =11 I=1 1117111 Illi ILII _ Il��illl �IIII� I�� IIII�I I �IIIIIII� I�IIII�-�� II III�TI—II�III-iI�I� II�III-iI�IIL-- TYP I CAL WALL_ SECTION 3/4" = 1'-0" 41-01 ZONING; INFOR: IAT I ON: 1-1/2' x 1-1/2'- 3A41 '34' 1-1/2'x1-1/2" VERTICAL SUPPORT INTO PVC SLEEVE WITH EPDXY ZONING: R5-3 SWALE GfROSS 'SECTIO LOT AREA: 11,A84 SQ.FT. 1141'-0° BUILDING COVERAGE: FIR5T FLOOR 1„IAX. ALLOW,4BLE C30i0 = 3144 FIRST FLOOR PROPOSED (29.0%) = 3,426 SQPT. SEGOND FLOOR 1" iAX. ALLOW,45LE (&09/c OF 1st. FL-) = 2,0E�& 5Q.FT. SECOND FLOOR PROPOSrzD (INCLUDING OPEN TO 15ELCW AREA) (138.-1510 = 1,g99 SQ.FT. I1„Ifi EfRVICUS AFEA: 11AX. ALLOWABLE (40%) _ 41E5S4 SQ.PT_ PROPOSED (30500: 00: HOUSE = 3,��g 50.PT. POOL AREA - 705 SQ,FT, TOTAL PRoPo-)PD = 416:�-d Sr PT I +9.63' �I 1-1/2' x 1-1/2' 2'xl' SAIL INS DETAIL 2 N.T.5. / DPVC SLEEVE INTO / INTO CONCRETE OST DETAIL N.T.5. rJ GREEN r4R A: ENCLO5ED AREA: N,. 1st. FLOOR= 2,'88 50 -FT.. R'�QI..IIR�D C�Oio): � ��g0 SG?.PT_ J 2rd. FLOOR SQ.FT. PiROR0SE D (&4%): 1/320 SQ.FT. TOTAL -x;98-I 5Q,1=T. SETE3AG<5: RE011). PROVID. A/C AREA: 1=FONT: 251-011 26I-oII 1st. FLOOR 214 40 5Q.1=T. EA: RR 25 I - o II 52 I -1 O 11 triol. FLOOR = 1,02c3 50.FT. RIGHT SIDE: 11 = 0 11 1 I _ j 11 TOTAL = 4,269 SQ.1=T_ LEFT SIDE: 8'-&" 8'- Il 2nd. FL. RIGHT SIDE: 15I_011 151_011 LEGAL D=5CRIPTION: 2nd. FL. LEFT SIDS: 15I —o II 15 I —o i LOTS 24 4 2 , BLOC< 1, OF 'AMENDED FLAT OF SEA VIEW FAR< , t ISAN i��.00 I I[ I�': 2 1-o11 2 1-911 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 500< 1-I, LU H PACE 80, PUBLIC RECORDS OF MIAMI—DADE COUNT'', FLORIDA 141/2' x 1-1/2' EXIST. FENCE 1-1/2" A/C < OOL EQUIP ENT �r -0" SELF -C OSING � D LOCKING GATE — i / ELECT. METER —� CHICAGO BRICK DOUBLE BORDER 1'+ COLD WATER LINE VALVE WATER METER +`l (o2' EXIST, PENCE LJII �m�_d• SII SII L—JII � II I� II GRASS PAVERS DRIVEWAY �a UNDERGROUND POWER FEED w•• • *low c (� • • • YY N �. VY• V Y V Y Y • V • Y Y • • V VVVwu ._ � U0LITY POLE f V l+ YY9 fj w Y V Y V.r LV v U U p r CD Lo W o '80. r ' k. - Q M •WY fV• •VY •y V � � /�� y d" .... ..�.. ••• •.•. w M _ V • V V v V V POOL DECK •..• • rY•.r �•.. W/ PAYERS cM of m FOOL cn o 2=�'-O" il'-0' Z Z) 0 O J [� LL ti O > - < 0 o Q- Q W W I- Z (c) Z O C)O � o W U fL' +10 NSVi'-', FIN. FL_ ELEV. �.00, f II �y II I II 3'-0' WALK W/ GRASS PAVERS +951' e N 60.00, 32 LF. TRENCI-4 g f SHEET: A_13 UJ OE-7� 3 T f E E T NOTE'. • THERE ARE NO PERTINENT FEATURES ON ADJACENT fi ROPERTIES AND SITE FLAN ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION u N,. CATCH PASI_N PARGWAY J L• � W © .�. z 3'-0" SELF W, CLOSING 0 . 0,50 — — 4 LOCKING © GATE 0 f �. LL w LU H , r C�,,�� CL W L) , !� 0Iin 1-a CITS Q co 0 jjj Z "..,J CO n z < C) 0 r, F7' g f SHEET: A_13 UJ OE-7� 3 T f E E T NOTE'. • THERE ARE NO PERTINENT FEATURES ON ADJACENT fi ROPERTIES AND SITE FLAN ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION u CATCH PASI_N PARGWAY J ELEV. +612' g f SHEET: A_13 UJ OE-7� 3 T f E E T NOTE'. • THERE ARE NO PERTINENT FEATURES ON ADJACENT fi ROPERTIES AND SITE FLAN ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION u