10-338-017f>
CDX PLYWOOD SHEATHING
DOWEL SET G " INTO F�W/1110cl SHANK RING NAILS a roll
EXISTING TB U51NG O.C. (4" a PERIMETER)
NEW GONG. TIE BEAM---,,, HILTI RE500 EPDXY.
SEE PLAN 4 SCHEDULE Ix6 T 4 DECK W /(2)1(od
3 "XI0" PT LEDGER NAILS a EACH SUPPORT
WI%4 HILTI KWIK
CONTRACTOR TO CHIP BOLT 3 MIN EM13 4"
—\
OUT FACE OF BLOCK (COUNTER SUNK)
AND EXIST TIE BEAM
AS REQ'D TO IN5TALL
NEW WALL REINF. Tj -
EW 3 "x10"
/��i WOOD J015T NEW 3 "xIO"
1 - EXISTING ROOF WOOD J015T
- OVERHANG TO BE 3 "XIO" PT LEDGER
CUT, WRAP EXISTING W/5 /a4 HILTI KWIK
J w EXISTING ROOF J015T W12 BOLT 3 MIN EMB 4"
Ca tL GONG TIE LAYERS OF #30 Ib (COUNTER SUNK)
t BEAM FELT PAPER
Co �
ZZ � J
/ #5 DOWEL SET ro" INTO
EXISTING TB USING a" MASONRY WALL W /#5
EXISTING - HILTI RE500 EPDXY. a 46" O /C, IN 3000 PSI
STRUCTURE GROUT FILLED CELLS
/(TO REMAIN) W/ STD 90 °HK.
NEW #S e24" O /C. IN
3000 PSI GROUT
FILLED CELLS
�4" CDX PLYWOOD
SHEATHING W 110d
SHANK RING NAILS %4" CDX PLYWOOD
a 6" OC SHEATHING W 110d
l4" a PERIMETER) SHANK RING NAILS
LEDGER TYPE "5" 14" a PERIMETER)
ANCHORS TO BE LEDGER-
SET IN GROUT TYPE "A"
FILLED CELLS
EL. +II' -10"
TOP OF TIE BEAM
NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
FILL CELL
ABOVE AND
BELOW
ANCHOR
EL, iO' -O"
F/F FLOOR ELEV
I
U NEW 2 "xlO" NEW 2 "x10" F- w
Ll
l � � � WOOD JOIST WOOD JOIST
\, / / %� //
va
EXI5TING1 -
CONC_ s.
GONG, FOOTING. FOOTING
PLAN 4
#5 DOWEL SET 6" INTO
EXISTING FOOTING IN SCHEDULE)
HILTI RE500 EPDXY.
SECTION
SCALE: 1/2 " =1' -011
2 "x4" PT BLOCKING BETWEEN
TRUSSES W/(2) %44 TAPCONS
-NEW GONG. TIE BEAM
SEE PLAN 4 SCHEDULE
CDX PLYWOOD SHEATHING PRDVIDE ll) RT IG
W /10d SHANK RING NAILS a ("� STRAP a EACH TRUSS
O.G. (4" a PERIMETER) AS MFR BY USP,
LEDGER
TYPE "G..
PRE - ENGINEERED ROOF
TRUSSES a 24' O /C.
a" MASONRY WALL W / #5
a 40" O /C, IN 3000 P51
GROUT FILLED CELLS
W/ STD 90 °HK.
%4" CDX PLYWOOD
SHEATHING W /10d
5HANK RING NAILS
a 6" O.C.
(4" a PERIMETER)
LEDGER -
TYPE "5II
2 "x2" PT WD
MEM3ER a 24" D,
W / #10 WD SCREWS
a EACH END.
- 3 "XIO" PT LEDGER
W/5 /VO HILTI KWIK
BOLT 3 MIN EM5 4"
FILL CELL ABOVE
AND BELOW ANCHOR
FILL CELL
ABOVE AND
BELOW
ANCHOR
2x6 PT DECK
W /(2)16d NAILS e
EA SUPPORT
2x10 PT
NEW 2 "xl0" u LEDGER FLOOR JOIST
WOOD JOIST / \ \ TY "C"
4
1
CONG, FOOTIN.
G GONG. FOOTING.
(SEE PLAN 4 (SEE PLAN 4
SCHEDULE) SCHEDULE)
5E CT I ON p
SCALFH: 1/2''=i'-0l'
EL, +II' -10"
TOP OF TIE BEAM
-3 "x10"
WD 5M
EL. ±0' -0"
F/F FLOOR ELEV.
CDX PLYWOOD SHEATHING
W /10d SHANK RING NAILS a 6"
O•G, (4" a PERIMETER) LEDGER
TYPE "A"
PRE - ENGINEERED ROOF
TRUSSES 24' O /C.
a" MASONRY WALL W / #5
a 40" O /C- IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90 °HK.
%4" CDX PLYWOOD
SHEATHING W /IOcl
SHANK RING NAILS
a O.G.
(4" a PERIMETER)
LEDGER -
TYPE "A"
NEW 2 "xlO'L—/
WOOD J015T
CONC, FOOTING.
(5EE PLAN 4
SCHEDULE)
A�
EL. +11' -10"
TOP OF TIE (SEAM
NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
FILL CELL
ABOVE AND
BELOW
ANCHOR
EL, 10' -0"
F/F FLOOR ELEV
�u
Q J n
&CT f ON
SCALE: 1/2 _1'-O'
5-
-Ix6 T4G PECK W/(2)16d
%" CDX PLYWOOD SHEATHING
NAILS a EACH SUPPORT W /led SHANK RING NAILS a l "
O.C. (4" a PERIMETER)
THRU BOLT
\-- JU5210 AS
MFR BY U5P
GIRDER TRUSS
(PROVIDE 2xa
- PRE - ENGINEERED ROOF TOP CHORD)
TRUSSES a 24' O /C,
HURRICANE STRAP
5EE PLAN.
GONG.
NEW 2 xl0
NEW 2 "xl0" CAP W/2 18
WOOD J015T WOOD JOIST
GONG. FOOT ING.
(SEE PLAN 4
SCHEDULE)
NEW 3 "x10"
WOOD JOIST
&CTION
O
U ,II
�L
�4" CDX PLYWOOD
5HEATHING W/IOGI
SHANK RING NAILS
a 6" O.C.
(4" a PERIMETER)
EL. +8' -4"
TOP OF TIE BEAM
NEW GONG. TIE BEAM -
SEE PLAN 4 SCHEDULE
JUS28 AS/
MFR BY USP
LEDGER
TYPE "C"
- %4 HILTI KWIK BOLT 3
MIN EMB =4"
LEDGER
TYPE "C"
EL.O' -0"
F/F FLOOR ELEV.
CPX PLYWOOD SHEATHING
W 110d SHANK RING NAILS
O.G. (4" PERIMETER)
HURRICANE STRAP
5EE PLAN.
EL. +11' -IO"
Y TOP OF TIE BEAM
NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
(TB -I)
LEDGER
TYPE "l3" \
— NEW 2 "xa" 2 "xa"
WOOD JOIST BLOCKING
HURRICANE
STRAP
SEE PLAN
a" MASONRY WALL W /#5
a 4a" O /C. IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90 °HK,
FILL CELL
ABOVE AND
BELOW
ANCHOR
LEDGER
TYPE "C"
%" CDX PLYWOOD
SHEATHING W /106
SHANK RING NAILS
(4" a PERIMETER)
EL. +11'-10"
TOP OF TIE BEAM Y
NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
(RB -U
T5 r0 "x6 "A"
5TL BM.
-NEW GONG. TIE 6EAM
SEE PLAN 4 SCHEDULE
EL. iO' -O"
F/F FLOOR ELEV.
LEDGER
TYPE "G"
2 "xI0" ��
�
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BLOCKING JU525 AS
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State of Florida Architect of Record
Malcohn Berg AU
IAcense No, AR94424
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
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340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
CONC. FOOTING.
(SEE PLAN 4
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UMENTS ARE PROTECTED AGAINST UNAUTHOR-
SCHEDULE)
(SEE PLAN 4
ASSIGNED TO A THIRD PARTY WITHOUT I
EL. +11'-10"
TOP OF TIE BEAM Y
NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
(RB -U
T5 r0 "x6 "A"
5TL BM.
-NEW GONG. TIE 6EAM
SEE PLAN 4 SCHEDULE
EL. iO' -O"
F/F FLOOR ELEV.
LEDGER
TYPE "G"
2 "xI0" ��
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t 305.443.2263
c 305.951.1452
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BLOCKING JU525 AS
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State of Florida Architect of Record
Malcohn Berg AU
IAcense No, AR94424
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
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340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
CONC. FOOTING.
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UNDER U.S. COPYRIGHT LAWS, THE53= DOC-
UMENTS ARE PROTECTED AGAINST UNAUTHOR-
z
(SEE PLAN 4
ASSIGNED TO A THIRD PARTY WITHOUT I
PRIOR WRITTEN PERMISSION I=ROM LISA M15HU
OR CAROLINE DICKINSON, AIA.
I
nVI51ON5
SCHEDULE)
Description
Data
/T
2 "x4" PT BLOCKING BETWEEN
TRUSSES WI(2)Y44 TAPCONS
HURRICANE 5 /a" CDX PLYWOOD SHEATHING
STRAP W /10d SHANK RING NAILS a 6"
SEE PLAN O.C. (4" PERIMETER)
EL. +10' -10"
TOP OF ROOF
LEDGER
TYPE "C"
PRE- ENGINEERED ROOF
TRUSSES e 24' O /C.
NEW GONG. TIE BEAM
SEE PLAN 4 SCHEDULE
Y4" GDX PLYWOOD
SHEATHING W 1106
SHANK RING NAILS
a 6" O.C.
(4" a PERIMETER)
HURRICANE STRAP
SEE PLAN.
2 "x10" NEW 2"XIO" ` I a "xa" GONG\ 2 "xIO"
NEW BLOCKING WOOD J015T CAP W /2 015 WOOD JOIST
- CONC. FOOT ING-
(SEE PLAN 4
SCHEDULE)
eCTION
SCALE, 1/2 -1 -0 C S -�
5/a" CDX PLYWOOD SHEATHING
W 110d SHANK RING NAILS e 6"
O.C. (4" a PERIMETER)
HURRICANE STRAP
SEE PLAN.
NEW 2 "xIO "-
NEW 2 "xl0" GIRDER-/ WOOD JOIST
WOOD J015T
JU5210 AS
MFR BY USP
a" MA50NRY WALL W / #5-
3 4,511 OIG. IN 3000 PSI
GROUT FILLED CELLS
W/ 5TD 9O °HK.
%4" CDX PLYWOOD
SHEATHING W /10d
SHANK RING NAILS
a (o" 0. G,
(4" a PERIMETER)
LEDGER
TYPE "A'
1 EL. +3' -4"
TOP OF TIE BEAM
-NEW CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
FILL CELL
ABOVE AND
BELOW
ANCHOR
EL. ±0' -0"
F/F FLOOR ELEV.
qj (L
CONC. R=OOT I NC:,
(SEE PLAN 4
SCHEDULE)
5 CT I ON
SCALE: 1/2" =1' -0"
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STRUCTL�RA�L ENGINEI
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PAULA. MAR ' ' 4:
FLORIDA REG °. No. ,42654 , a�' 4 ,k
PMMCE JOB # 08029
Lisa Mishurda
residential design consultants
t 305.443.2263
c 305.951.1452
e dickinsoncarolinObellsouthmet j
t 305.665,2180
c 305.793.9862
e I1sa.mishurdoOgma1com
State of Florida Architect of Record
Malcohn Berg AU
IAcense No, AR94424
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
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Real
I
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EoA, Inc,
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
C EoA, Wo, 2008
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i
UNDER U.S. COPYRIGHT LAWS, THE53= DOC-
UMENTS ARE PROTECTED AGAINST UNAUTHOR-
IZED REPRODUCTION AND USE. THESE DOC-
UMENTS CANNOT 15E REPRODUCED, SOLD OR
ASSIGNED TO A THIRD PARTY WITHOUT I
PRIOR WRITTEN PERMISSION I=ROM LISA M15HU
OR CAROLINE DICKINSON, AIA.
I
nVI51ON5
No_
Description
Data
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PRINCE /COSTALi ES
RESIDENCE
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5981 SW 81 STREET
MIAMI, FL 331431,,
TITLE:
SECT IONS
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Scale: AS NOTED
Drawn 159: Y. SOSA
C V5C*ad 159: P.M.
i
Approved 59:
Protect No: 1,
Date: 09/12/09
DUJ3 No:
0
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