10-338-014nur
N
---IN -� -- _ —_— __
_ ---- _— _ —_ —_— — _— _— _— _— _ —_ —_�
21
0 2. 0..
2- 2 "x&'' P.T. WOOD LEDGER W/
1 /2 "4, HILTI KWIK BOLTS 3
12" O.C. 4 41/2" MIN. EMBEDMENT
STAGzGERED AS SHOWN.
-1�t -1�Y - -- - - - -- - --
r- - - - - -
12" 12" � 12" 12" I'
2 -2 "xa" P.T. WOOD LEDGER W/
HILTI KWIK DOLTS 3
12" O.C, 4 41/2" MIN. EMBEDMENT
STAG; FRED AS SHOWN.
m
---------- - - - - -« -- - -- 1
6' --- - - - - -- - -� — — — — — --
m T�7
12" 12" 12" 12"
2 -2 "x10" P.T, WOOD LEDGER W/
5/8 ",P HILTI KWIK DOLTS 3
,�D 12" O.C. 4 41/2" MIN. EMBEDMI =NT
STAG('4ERED AS SHOWN.
8 "x8" CONC. CAP
W/ 2 #5 CONT. EXTEND 8"
INTO MASONRY WALLS
EACH SIDE
a
S" MASONRY
WALL
WALL REINF. W /STD HR
SEE PLAN
TYP WINE)CUJ SILL DETAIL
SCALE: % " =1' -O"
WOOD TRUSSES
0 24" cic. MAXIMUM
TY IC DOCR OFENIN DETAIL
NEW
NEW 205 x 3' -0" DOWEL SET -
6 IN EXISTING; TIE 5FAM IN
HILTI RE 500 EPDXY,
EXISTING
EXISTING TIEI3EAM
TO REMAIN.
EXISTING MASONRY
-WALL TO REMAIN.
N.T.S
BEAN /TIE BEAM PROVIDE #3 TIES ti) 1211 O.G.
OVER OPENINr35 UNDER ro' -O"
5EE PLANS AND 4 43 TIES ',D 5" O.C. OVER 6' -O "-
SCHEDULES
d °
.. 4
M N ADD 2 #5 BOTTOM AND
AT EACH FACE FOR
I EACH 12" TB DROP.
OPENING; DOOR OR WINDOW
/- OPEN INCx.
TE3 [DEETAIL AT OF NfNG35
SCALE: 3/4''=['-011
2 x BLOCKING NAILED
TO T4,P CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
W /(2)1(od NAILS EACH END
F) 174GTF;�A�l FlOfP, NAILING OF ROOF
5I4EAfiPING; E504f;;�[�)5 At 5LOCING
SCALE: 1/4"=P-0"
E95
500 EPDXY_ MATCH QUANTITY OF
DOWELS W/# OF BARS IN NEW
C FOOTING.
„ta-r ai= l�Itne.- cl,.lc,.it to nc
(
(
I
1
NEW DOWELS
15 CTION A =A
EXISTING. CON(
TIE COLUNM
EXISTING MASONRY
WALL TO RFMAIN.
:XISTING FOOTING
O REMAIN,
LOGIC U
SCALE: 3/4" = 1 " -0"
z
4
I
n_
w
w
5EE PLAN
TYF. WALL FOOTING COFN fR D T.
SCALE: 3/4"=]'-O''
loci NAILS
:.d
10d NAILS
04" c /c.
04" c /c.
4
`r;
-A
u u
z z=
d
z
zv
z..
loci NAILS
0 4" c /c.
2 x BLOCKING NAILED
TO T4,P CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
W /(2)1(od NAILS EACH END
F) 174GTF;�A�l FlOfP, NAILING OF ROOF
5I4EAfiPING; E504f;;�[�)5 At 5LOCING
SCALE: 1/4"=P-0"
E95
500 EPDXY_ MATCH QUANTITY OF
DOWELS W/# OF BARS IN NEW
C FOOTING.
„ta-r ai= l�Itne.- cl,.lc,.it to nc
(
(
I
1
NEW DOWELS
15 CTION A =A
EXISTING. CON(
TIE COLUNM
EXISTING MASONRY
WALL TO RFMAIN.
:XISTING FOOTING
O REMAIN,
LOGIC U
SCALE: 3/4" = 1 " -0"
z
4
I
n_
w
w
5EE PLAN
TYF. WALL FOOTING COFN fR D T.
SCALE: 3/4"=]'-O''
.T)
Sxa SILL W/ 2 #5'S
EXTEND all
BEYOND OPENING
NOTE: ALL MASONRY WALLS TO BE IN PLACE DEFORE
DEAMS AND COLUMNS ARE POURED.
TYFICAL UJINDCW OF NIN DETAIL
X 15TIIN OF N IN D TAI :
I _
FINISH
GRADE
- I
x k x i x
I
N � � I � X�k —k ❑ � �I
EXI&TINGi
CON(, BEAM
DRILL IN W/ RE500
EPDXY INTO EXIST
TIE BEAM (TYPICAL)
EXISTING:;
8" C,M.U, WALL
8" GONG. MASONRY UNITS W/
HORIZ. JOINT REINFORCING
AT EVERY 5EGOND COUK5E
(Iro" VF-RT.) STANDARD NO 9
TRUSS TYPE,
DENOTES 8 1'x8"
STARTED COLUMN
W/ 2 4'5 VERTICALS.
#5 DOWELS
AS SHOWN
EXISTING
WINDOW SILL
PROVIDE
2' - (o" LAP SPLICE
DRILL IN W/ RE500
EPDXY INTO EXIST
FOOTING; (TYPICAL)
CONCRETE SLAB,
SEE PLAN FOR
REINFORCING
EL. SEE PLAN
12" 2 #5 CONTINUOUS
TYFI,GAL THIC <EN F) EIDGiE [)ETAIL
REBAR, FILL CELL IS W/-
3000 PSI GROUT
a 0 �❑ ❑
d a °
5EE PLAN
T�'FICAL WALL
SEE PLAN
EXTEND JOINT REINFORCING -z
(o" INTO COLUMN.
F-1- 0]a
I z" CLR COVER.
TIE COLUMN [DETAIL
1 IL l I HK�� ICI S
IL n INTERLOCK BLOCK
lU °� I COURSES
I
I00
9 GA. GALVANIZED HORI
JOINT REINFORCING 016" O.C.
VERT.
°
FILL TWO CELLS
END WALL
ITY OF S.oUTfj MIAMI
BUIL.'DING DEPT.
CORNEA pET 41L WALL INTERSECTION STRuc ruRAIr 4
x . "i)t3
SEE PLAN REINF. W/ *5 VERT. 5EE PLAN
2 CELLS ADJACENT "'PROVED r
�...
� TO WALL OPENING
OAS::
° ,dd v i c °.� °,❑
It OR WINDOW OPENING;
SEE ARCH,
W,4LL OPENING
FILL TWO END CELLS
TYPICAL I REINFFORGED M,4S0NIRY DETAIL5
SCALE: 3�4 "' 1' -0"
NOTE:
- PROVIDE "9 GA. LADER TYPE HORIZ. REINF, AT 16" O.G. MAX. LAP WALL
INTERSECTION
WITH "T" AND "L" CORNER SECTIONS, SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
- DETAILS APPLY TO a" AND 112" THICK CMU WALLS
I
PM CONSULTING
M.,�,NGINEERS
STRUCTII L+ , qlI , IN
7168 SIN, 47,ST; SUff ,MI(AMI, FL
F;
331 � '.
PHi:I d(151 fifi1 -9A1R _ . rf A 9iN5'"
i : 4
PAUL A.M Zi'
FLORIDA REG, --'426
PMMCE JOB # 09 029
l I
RDO
Caroline Dickinson
Lisa Mishurda
residential design consultants
t 305.443.2263
c 305.951.1452
e dfcklneoncarollnObellaouth.net
t 305.665.2180
c 305.793.9862
e Ilaa.mlehurdoOgmall.com
State of Florida Architect or Record
Malcolm Berg AIA
License No, AR94424
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
Q
EA(4
03
n
n
r*
i=
EoA, Inc.
340 Minorca Avenue, suite 7
Coral' Gables Florida 33134
305 -444 -0990
C EOA, Luc. 2008
UNDER U.S. COPYRIGHT LAWS, THESE IPOC-
UMENT5 ARE PROTECTED AGAIN5T LINAUTNOR-
IZED REPRODUCTION AND USE. THESE; DOC-
UMENTS CANNOT BE REPRODUCED, 56LD OR
ASSIGNED TO A THIRD PARTY WITHOUT
PRIOR WRITTEN FEW155ION FROM L15A MI5HUF
OR CAROLINE DICKINSON, AIA.
REVISION$
No. Door- Mption Data
]PRINCE /COSTAILES
RESIDENCE,
5981 SW 81 STREET
MIAMI, FL 33143
TITLE:
TYFICAL [DETAILS
Scale: AS NOTED
prawn By: Y. SOSA
Ghsc 59: P. M.
Approved 159:
Project No:
Date: 09/12/09
DU1Crt No:
e
:.d
4
d
.T)
Sxa SILL W/ 2 #5'S
EXTEND all
BEYOND OPENING
NOTE: ALL MASONRY WALLS TO BE IN PLACE DEFORE
DEAMS AND COLUMNS ARE POURED.
TYFICAL UJINDCW OF NIN DETAIL
X 15TIIN OF N IN D TAI :
I _
FINISH
GRADE
- I
x k x i x
I
N � � I � X�k —k ❑ � �I
EXI&TINGi
CON(, BEAM
DRILL IN W/ RE500
EPDXY INTO EXIST
TIE BEAM (TYPICAL)
EXISTING:;
8" C,M.U, WALL
8" GONG. MASONRY UNITS W/
HORIZ. JOINT REINFORCING
AT EVERY 5EGOND COUK5E
(Iro" VF-RT.) STANDARD NO 9
TRUSS TYPE,
DENOTES 8 1'x8"
STARTED COLUMN
W/ 2 4'5 VERTICALS.
#5 DOWELS
AS SHOWN
EXISTING
WINDOW SILL
PROVIDE
2' - (o" LAP SPLICE
DRILL IN W/ RE500
EPDXY INTO EXIST
FOOTING; (TYPICAL)
CONCRETE SLAB,
SEE PLAN FOR
REINFORCING
EL. SEE PLAN
12" 2 #5 CONTINUOUS
TYFI,GAL THIC <EN F) EIDGiE [)ETAIL
REBAR, FILL CELL IS W/-
3000 PSI GROUT
a 0 �❑ ❑
d a °
5EE PLAN
T�'FICAL WALL
SEE PLAN
EXTEND JOINT REINFORCING -z
(o" INTO COLUMN.
F-1- 0]a
I z" CLR COVER.
TIE COLUMN [DETAIL
1 IL l I HK�� ICI S
IL n INTERLOCK BLOCK
lU °� I COURSES
I
I00
9 GA. GALVANIZED HORI
JOINT REINFORCING 016" O.C.
VERT.
°
FILL TWO CELLS
END WALL
ITY OF S.oUTfj MIAMI
BUIL.'DING DEPT.
CORNEA pET 41L WALL INTERSECTION STRuc ruRAIr 4
x . "i)t3
SEE PLAN REINF. W/ *5 VERT. 5EE PLAN
2 CELLS ADJACENT "'PROVED r
�...
� TO WALL OPENING
OAS::
° ,dd v i c °.� °,❑
It OR WINDOW OPENING;
SEE ARCH,
W,4LL OPENING
FILL TWO END CELLS
TYPICAL I REINFFORGED M,4S0NIRY DETAIL5
SCALE: 3�4 "' 1' -0"
NOTE:
- PROVIDE "9 GA. LADER TYPE HORIZ. REINF, AT 16" O.G. MAX. LAP WALL
INTERSECTION
WITH "T" AND "L" CORNER SECTIONS, SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
- DETAILS APPLY TO a" AND 112" THICK CMU WALLS
I
PM CONSULTING
M.,�,NGINEERS
STRUCTII L+ , qlI , IN
7168 SIN, 47,ST; SUff ,MI(AMI, FL
F;
331 � '.
PHi:I d(151 fifi1 -9A1R _ . rf A 9iN5'"
i : 4
PAUL A.M Zi'
FLORIDA REG, --'426
PMMCE JOB # 09 029
l I
RDO
Caroline Dickinson
Lisa Mishurda
residential design consultants
t 305.443.2263
c 305.951.1452
e dfcklneoncarollnObellaouth.net
t 305.665.2180
c 305.793.9862
e Ilaa.mlehurdoOgmall.com
State of Florida Architect or Record
Malcolm Berg AIA
License No, AR94424
340 Minorca Avenue, suite 7
Coral Gables Florida 33134
305 -444 -0990
Q
EA(4
03
n
n
r*
i=
EoA, Inc.
340 Minorca Avenue, suite 7
Coral' Gables Florida 33134
305 -444 -0990
C EOA, Luc. 2008
UNDER U.S. COPYRIGHT LAWS, THESE IPOC-
UMENT5 ARE PROTECTED AGAIN5T LINAUTNOR-
IZED REPRODUCTION AND USE. THESE; DOC-
UMENTS CANNOT BE REPRODUCED, 56LD OR
ASSIGNED TO A THIRD PARTY WITHOUT
PRIOR WRITTEN FEW155ION FROM L15A MI5HUF
OR CAROLINE DICKINSON, AIA.
REVISION$
No. Door- Mption Data
]PRINCE /COSTAILES
RESIDENCE,
5981 SW 81 STREET
MIAMI, FL 33143
TITLE:
TYFICAL [DETAILS
Scale: AS NOTED
prawn By: Y. SOSA
Ghsc 59: P. M.
Approved 159:
Project No:
Date: 09/12/09
DU1Crt No:
e