12-224-0182"x4" BLOCKING (10)d NAILS v4"12 Y" a
PERIMETER REFIER TO flLAN FOR LIMITS
\ 12 '/a" CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS a 6"
(411 PERIMETER)
\\ HURRICANE STRAP
SEE PLAN.
-- EL. +201-111 1
TOP OF BEAM , l
PRE. -ENGINEERED WOOD
ROOF TRUSSES '�D 24' O/G,
CONC. TIE BEAMT-
a"
O.H, (TYPJ
SEE PLAN 4 SCHEDULE
MASONRY WALL W/#5 �@ 32"
OIC. IN 3000 PSI GROUT
FILLED CELLS W/ STD 90°HK.
Y4" GPX PLYWOOD
SW=ATHING W/10d
SHANK RING NAILS
a ( 11 O.C,(411
PERIMETER)
24" PRE-ENGINEERED
FLAT FLOOR WOOD
TRU55E5 024" O/C,
U
Q (L
LEDGER w U) >:
TYPE II AN II q [L ~
Q6
EL. +11' - I+11' - I" �1
TOP/2nd FLOOR T.B.
CONC. TIE BEAM
SEE PLAN 4 SCHEDULE
S" MASONRY WALL W/#5
a 32" O/C, IN 3000 PSI
GROUT FILLED CELL5
W/ 5TD 90°HK.
4" CONC, SLAB RE INF W/ d -�
6x6-WI.4xWl.4 WWF OVER 6 MIL >-
VAPOR BARRIER 4 WELL m 0 -
COMPACTED FILLED.
EL +0' -till
GROUND FL. FIN, - - - - - - - -
GONG. FOOTING.
(SPE PLAN 4
SCHEDULE) °
&CTION A
2"x4" BLOCKING-; (10)d NAILS v4"2y" 9
PERIMETER REFER TO PLAN FOR LIMITS
CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS 6"
\ O.C. (4" 0 PERIMETER)
12
HURRICANE STRAP
SEE PLAN.
FL. +20'41
TOP OF BEAM
GONG, TIE BEAM
SEE PLAN 4 SCHEDULE
8 MASONRY WALL W/#5
32" O/C, IN 3000 P51
GROUT FILLED CELLS
W/ 5TD 9O°HK.
TRU55 GIRDER
(BEYOND)
8" MASONRY WALL W/#5
32" O/C. IN 3000 PSI
GROUT FILLED CELL5
W/ 5TD 90°HK.
4" CONC. SLAB REINF W/
6x6-WI.4xWl.4 WWF OVER 6 MIL
VAPOR BARRIER 4 WELL
COMPACTED FILLED.
LONG, FOOTING.
(5EE PLAN 4
5CHEDULE)
& CT I ON
5CALE: 1/2"m 1'-0" S-4
%" CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS '@ 6"
O.C. (4" e PFRIMFTFR)
2"x4" BLOCKING (10)d NAILS 64"2 I/" e_
PERIMETER REFER TO PLAN FOR LIMITS
PRE-ENGINEERED WOOD -1
ROOF TRU55ES a 24' O/C.
HURRICANE STRAP
SEE PLAN,
LEDGER TYPE 'B"
GONG. TIE BEAM
SEE PLAN 4 SCHEDULE
� U
C) -A
411 GONG. SLAB RE INF W/
2"x4" PT BLOCKING BETWEEN
6x6-WI.4xWl.4 WWF OVER 6 MIL
[meq ~
TRU55E5 W/(2)%44 TAPCONS
c
- ---
PROVIDE (U TA24 STRAP
U
EACH TRU55 AS MFR BY USP
EL, +VARIES
Y4" CDX PLYWOOD SHEATHING W/10d FL 85984 W(IUIOdxl Y11 NAILS,
TOP OF RAKED BEAM
SHANK RING NAILS a 6" O.G.
CONC. RAKED BEAM
(4" a PERIMETER)
O
SEE PLAN 4 5CHEDULE
LL4
C Lj
L)
OP/2nd FLOOR T.B.
r
GONG. TIE BEAM
SEE PLAN 4 SCHEDULE
� U
C) -A
411 GONG. SLAB RE INF W/
>
6x6-WI.4xWl.4 WWF OVER 6 MIL
[meq ~
VAPOR BARRIER 4 WELL
c
- ---
_ _ -.-
COMPACTED FILLED.
x_�
24" FIRE -ENG INFERED
FLAT FLOOR WOOD
TRUSSES X24" OIC.
I ry 11'
LEDGER
TYPE "B"
U5E (1) NV5TA-16
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45 MFR BY NU-VUE,
NOA# 08-0325.02
DATE ; FEBRUARY. 2012
W/(5)10dxl.5 NAILS ON STRAP
(6)l0dxL. , NAILS ON SEAT
EL, +VARIES
-
TOP OF RAKED BEAM
.-
CONC. RAKED BEAM
�
O
SEE PLAN 4 5CHEDULE
LL4
C Lj
L)
(0 Q
_
- - FL. +20'-1"
TOP OF 5FAM
��-
CONC, TIE BEAM
w
SEE PLAN 4 SCHEDULE
LEDGER /a" CDX PLYWOOD SHEATHING
TYPE "A"�W/10d SHANK RING NAILS � 611
O.G. (4" a PERIMETER)
GONG. BEAM
SEE PLAN
4SCHEDULE
6" LONG. SLAB IRE INF
—
W/ 6x6-WI.4xWl.4 WWF
OVER 6 MIL VAPOR BARRIER
4 WELL COMPACTED FILLED.
777
`\ \ •' Y♦% w�.+.li��:%��k'.-:tet.%i'x��� %� kG
P
I 1'-0" 15 CONT
SECTION
SCALE: 1/2"=1'-O" S-4
%'I CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS 1� 6"
O.C. (4" c PERIMETER)
-5/e" CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS '@ 6"
O.G. (4" 6 PERIMETER)
12
HURRICANE STRAP
SEE PLAN.
�a ------
PRE-ENGINEERED WOOD PRE-FNGINEERED WOOD
ROOF TRUSSES '@ 24' O/C. ROOF TRUSSES a 24' OIC.
I'-611
D,H. (TYPJ CONC, TIF BEAM
CONG. BEAM SFE PLAN 4 SCHEDULE
SEE PLAN
4 SCHEDULE
4
CONC. FOOTINC3.
(5EE PLAN 4//��//
SCHEDULE)
S MASONRY WALL W/05 -
a 32" O/C. IN 3000 PSI
GROUT FILLED CELL5
W/ 5TD 9O'HK
HURRICANE STRAP
SEE PLAN.
\� EL. +9'-011
\ TOP OF BEAM
I'-611
�w
U
6" CONC, SLAB REINF W/IL
D
6x6-WI.4xWl.4 WWF OVER 6 MIL
VAPOR BARRIER 4 WELL m L
COMPACTED FILLED. <1
- - - -EL,-0'-71. OdL
w x X _ _ x �_` x'` =r ;; v ---- GARAGE FL. FIN.
\ \ \ \ \
GONG. FOOTING.
(5EE PLAN 4
5CHEDULE)
SECTION
SCALE: 1/2"=1'-0" S-4
000
JF 9V'A ATASOO
SEAL
REVISIONS
I.-
2.-
3.-
4.-
5.-
6.- .
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DATE ; FEBRUARY. 2012
UUP°
SCAIB AS NOTED
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DRAWN' Y SOSA
LL4
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SEAL
REVISIONS
I.-
2.-
3.-
4.-
5.-
6.- .
,1j1�1t°1�
k3y't.,'JVE�'�
C
DATE ; FEBRUARY. 2012
SCAIB AS NOTED
m mg"f
.-
DRAWN' Y SOSA
DESIGN BY. PAM
JOB NO:
CONSULTING
P MM -1 g Nt G, NIiIERS
STRUQTURAL.EIpptF-% G�✓��'�
7168%'W- 7-11; 01,TE B . ,QIAMI,,,FL
31s 55 ° ,96 0
Pff.(105) 61-991 35
FSC: (305 i6 �;��2 Bp
° W •+
Rfi �� a mr
Sm4mO
/r .
PAUL A. MARI�I� KIM a�1�'
FLORIDA REG. No. 4265 9,
PMMCE JOB # 11019