10-285-027V,5" CDX EXTERIOR PLYWOOD —
W/ 10 d SHANKED NAILS @ 3" o.c
2" x G" OUTRIGGERS @ 24" o.c
NU -VUE NVJ24 HANGER.
2" x G" PT LEDGER '
W/'/8' 0 x 4" EMBEDMENT
NILTI KWIK 3 EXP. BOLTS @ 18" o.c
CONC. TIE BEAM
SEE BEAM 5CHED. FOR REINF.
3" x G" PT NAILER TOE NAILED BETWEEN TRU55E5 AND W /%4" O x 3" EMBEDMENT
TAPCON5 @ 12" MAX INTO CONCRETE AND NAILED TO DECK W / 10 d 5HANKED NAILS
@ 4" oc.
NU -VUE NVRT 20 STRAP W/ 5 -1 G d'5 INTO TRU55 AND 5-1 G d'5 INTO LEDGER
(NOA. 08 -0326. 1 1)
(2) 2" x G" PT LEDGERS W/ 314" O x 5" EMBEDMENT
NILTI KWIK 3 EXP. BOLTS @ 18" o.c (NOA. OG -0810. 1 3)
IN SOLID CONCRETE.
2" x G" BOTT. CHORD BRACING
SEE 5 -2
T/ BEAM + 9' -G"
I # 5 CONT.
A u . 4 .'
I
RB- I (BEYOND) —1
R13-1
CONC.E3f-AM SEE
BEAM SCHEDULE
I FOR REINF.
BLOCK COLUMN
ziBEYOND.
4.�
A a
a
a
F°
3" x 12" RIDGE BEAM BEYOND
2" x 8" CONT. PT NAILER W/ 1/2" O x 3/" EMBEDMENT
COUNTERSUNK NILTI KWIK 3 EXP. BOLTS @ 18" o.c-
NAILED TO PLYWOOD SHEATHING
W/ I Od x 1%2" 5HANKED NAILS @ 4" o.c
\- 3'1x G"
CONC.DEAM SEE BEAM SCH ULE
FOR REINF. 15-1 1)
---------------------------------
#G @40" VERT.
T/ BEAM + 101-011
RB -2
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.(RB -2)
2" CDX EXTERIOR PLYWOOD
W /8d NAILS @ G" OC. AT
EDGES AND INTERIOR SUPPORTS.
CONCRETE COLUMN
BEYOND.
I
8 "x8" WINDOWS SILL
X2" PREMOLDED JOINT W / 2 #5 CONT.
SEALANT (TYP)
4" CONC.SLAB 4" CONC.5LAB
W /GxGW 1.4xW1.4WWF W /,GxGW 1.4xW1.4WWF
OVER VAPOR BARRIER.
OVER VAPOR BARRIER.
I " SLOPE
d
.. ' :.• ':. _ , . • y • • .; � .�' - '• _ .y . III -I � I -I � I;
�• • _ I � I -I I I-
` ' •t ' ` � T I -1 I I � III -III
•.:... .. � -� � � I I- ,III =1
-1 • I II I I, '
I
I
I
811
a CONT. FOOTING
.4 SEE FOUNDATION PLAN.
5/8" CDX EXTERIOR PLYWOOD
W/ 10 d SHANKED NAILS @ 3" o.c
2" x G" OUTRIGGERS @ 24" o.c
NU -VUE NVJ24 HANGER.
2" x G" PT LEDGER '
W/ 5�5" O x 4" EMBEDMENT
HILTI KWIK 3 EXP. BOLTS @ 18" o.c
2" x 10" @ 24"
TYP.
Re31 11 11
«_E oE�M SCHEDULE) u u
uu
ou
�uu
3" � 1 0 PT
P113- 10
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.
T/ BEAM + 1 P-4"
's
+ +
a•
=a
L.
.9
2" x 8" CONT. PT NAILER W/ 1/2" 0 x 3X2" EMBEDMENT
COUNTERSUNK NILTI KWIK 3 EXP. BOLTS @ 18" o.c-
NAILED TO PLYWOOD SHEATHING
W/ I Od x IX2" 5HANKED NAILS @ 4" o.c I
RB -9 SEE
BEAM SCHEDULE
FOR REINF.
2" x 12" @ 24"
SEE A/5 -7
SEE BEAM SCHEDULE
FOR REINF.
T/ BEAM + I G' -2"
B/ BEAM + 13' -8"
2" x 8" CONT. PT NAILER W/ I /2" Q� x 3X2" EMBEL."IvI
COUNTERSUNK HILT[ KWIK 3 EXP. BOLTS @ 18" o.
NAILED TO PLYWOOD SHEATHING
W/ I Od x IX" 5HANKED NAILS @ 4" o.c
5 /s" CDX EXTERIOR PLYWOOD
W/ 10 d SHANKED NAILS @
STEEL COLUMN, REFER
TO FOUNDATION PLAN
AND COLUMN SCHEDULE.
SECTION r C
SCALE: 3/4 "= 1'-011 5-7
A w
a e
mlCC
m
cr:
DETAIL "A"
SCALE: IX2n = 1 iron
DLE ( GALV.)
1 RU BOLTS
K 0' -5" STEEL STUDS.
of soOTN MrAM�
Ci ai 110%NG
S-1RU
�trttlttr�rlf!! /!
ABRAHAM ARVELO. P.E ;,`�,�•`
ARVELO AND ASSOCIATES .1
STRUCTURAL ENGINEEREn
4648 SW 74th CT., M IAM I, FL
(305) 667 -7628
CERTIFICATE #E8 - 0007321
ZEVISIONS
NO. TITLE DATE
,,r
ISSUANCES
DATE TITLE
10/08/09 SITE PLAN APPROVAL
P&Z COMIG NTS
Bm
PERMIT
CONSTRUCTION
SCALE
II
II
CHECKED BY
DATE
F
co
N
U
'c
ce)
b
P, ; .:
o
C)
CES
co
3" � 1 0 PT
P113- 10
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.
T/ BEAM + 1 P-4"
's
+ +
a•
=a
L.
.9
2" x 8" CONT. PT NAILER W/ 1/2" 0 x 3X2" EMBEDMENT
COUNTERSUNK NILTI KWIK 3 EXP. BOLTS @ 18" o.c-
NAILED TO PLYWOOD SHEATHING
W/ I Od x IX2" 5HANKED NAILS @ 4" o.c I
RB -9 SEE
BEAM SCHEDULE
FOR REINF.
2" x 12" @ 24"
SEE A/5 -7
SEE BEAM SCHEDULE
FOR REINF.
T/ BEAM + I G' -2"
B/ BEAM + 13' -8"
2" x 8" CONT. PT NAILER W/ I /2" Q� x 3X2" EMBEL."IvI
COUNTERSUNK HILT[ KWIK 3 EXP. BOLTS @ 18" o.
NAILED TO PLYWOOD SHEATHING
W/ I Od x IX" 5HANKED NAILS @ 4" o.c
5 /s" CDX EXTERIOR PLYWOOD
W/ 10 d SHANKED NAILS @
STEEL COLUMN, REFER
TO FOUNDATION PLAN
AND COLUMN SCHEDULE.
SECTION r C
SCALE: 3/4 "= 1'-011 5-7
A w
a e
mlCC
m
cr:
DETAIL "A"
SCALE: IX2n = 1 iron
DLE ( GALV.)
1 RU BOLTS
K 0' -5" STEEL STUDS.
of soOTN MrAM�
Ci ai 110%NG
S-1RU
�trttlttr�rlf!! /!
ABRAHAM ARVELO. P.E ;,`�,�•`
ARVELO AND ASSOCIATES .1
STRUCTURAL ENGINEEREn
4648 SW 74th CT., M IAM I, FL
(305) 667 -7628
CERTIFICATE #E8 - 0007321
ZEVISIONS
NO. TITLE DATE
,,r
ISSUANCES
DATE TITLE
10/08/09 SITE PLAN APPROVAL
P&Z COMIG NTS
Bm
PERMIT
CONSTRUCTION
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHATZ BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF 13
Ea aL L1MII'ED TO SUCH USE.
REPRODUCTI01i, PUBLICATION OR RE —USE
BY ANY IdEMOD, IN WHILE OR IN PART,
WITHOUT ElP!I$9 WRITTEN CONSENT BY
THE ARCHITECT B STRICTLY PROHIBM.
TITLE TO THE PLANS AND SPECIFICATIONS
REMABV.9 WLTH THE ARCHITECT WITHOUT
PBEIUDICE. VISUAL CONTACT TM THIS
PLANS AND SPECIFICATIONS SHALL,
CONSI= PRIMA FASCHI ETMCE OF
THE ACCEPUNCE OF THESE RESTRICTIONS.
SCALE
WLC
U
CHECKED BY
DATE
U
co
N
U
'c
ce)
b
P, ; .:
o
C)
CES
co
Q' co
I
ro cd
4
O
co
-I.j
E.. i
M 0
0
U
cd co
W
0
pq
4
E-+
E,
U
N
x
�
a
m
THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHATZ BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF 13
Ea aL L1MII'ED TO SUCH USE.
REPRODUCTI01i, PUBLICATION OR RE —USE
BY ANY IdEMOD, IN WHILE OR IN PART,
WITHOUT ElP!I$9 WRITTEN CONSENT BY
THE ARCHITECT B STRICTLY PROHIBM.
TITLE TO THE PLANS AND SPECIFICATIONS
REMABV.9 WLTH THE ARCHITECT WITHOUT
PBEIUDICE. VISUAL CONTACT TM THIS
PLANS AND SPECIFICATIONS SHALL,
CONSI= PRIMA FASCHI ETMCE OF
THE ACCEPUNCE OF THESE RESTRICTIONS.
I J JAM L. CATE, ARCHITE
AR0016785
DRAWN BY
SCALE
WLC
AS NOTED
CHECKED BY
DATE
WLC
co
N
W
ce)
Cli
C)
co
I
b
r �+
-I.j
0
U
cd co
cd
pq
a�
I J JAM L. CATE, ARCHITE
AR0016785
DRAWN BY
SCALE
WLC
AS NOTED
CHECKED BY
DATE
WLC
12.01.09
SHEET NUMBER
S-7