12-1372-080WOOD TRU, S>E5
24" c/c MAXIMUM
PIGGY BACK-
" PLYWOOD SHEATHING
12 x 12 OPENING FOR
VALLEY VENTILATION.
2 x4 BLOCKING NAILED
—To TOP CHORD OF
TRUSSES IN AREA Cr
BLOCKED DIAPHRAGM
W/(2)I(od TOE NAILS EACH
ENP
FOR NAILING; OF ROOP
5PEATHING 504F�[DS AT 5LOC;T",��INC;r
Ne PLS -WOOD
NAILED TO
TRU55 W/10d
NAILS 4" O/C.
2 x -4 G 8055 -
PRAGING
WD- TRUSSES �-
24" O.C.
2 x 4 CONT. HORIZ,
LATERAL PF-!ACINC-i
JT,
2 "x4" E>LOCKING
W/(2)16d NAILS
EACH END (TYP)
n
l
l
T
1�
F
Ull
F
4
0d NAILS 10d NAILS
-
BOTTOM CHORD: PROVIDE ONE
e4" c/c. a4l, GIG.
ROW OF HORIZ_ PRACING AS SHOWN
(1) (3
z=
Q
J
-0Ir
c)
❑ �
cd)
s) j
d) j
CONTINUOS 2"r, 4" WOOD HEMPEN
AND AT NOT MORI= THAN 20'-0"
10d NAILS
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
B:PRACING MEMPEIRS TO PE 2x&
TRUSSES.
WOOD MEM51=R.
a 4" cic.
:
d
PIGGY BACK-
" PLYWOOD SHEATHING
12 x 12 OPENING FOR
VALLEY VENTILATION.
2 x4 BLOCKING NAILED
—To TOP CHORD OF
TRUSSES IN AREA Cr
BLOCKED DIAPHRAGM
W/(2)I(od TOE NAILS EACH
ENP
FOR NAILING; OF ROOP
5PEATHING 504F�[DS AT 5LOC;T",��INC;r
Ne PLS -WOOD
NAILED TO
TRU55 W/10d
NAILS 4" O/C.
2 x -4 G 8055 -
PRAGING
WD- TRUSSES �-
24" O.C.
2 x 4 CONT. HORIZ,
LATERAL PF-!ACINC-i
JT,
2 "x4" E>LOCKING
W/(2)16d NAILS
EACH END (TYP)
❑ SPACES
2 x 4 BLOCKING
n
l
l
T
1�
F
Ull
F
4
1 -.HORIZONTAL PRACING OF
-
❑ SPACES
2 x 4 BLOCKING
n
NOTES:
u,
1 -.HORIZONTAL PRACING OF
2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE GROSS 5RACING, AS
ROW OF HORIZ_ PRACING AS SHOWN
SHOWN, AT EACH END ROW OF
Ev1=Ri' 10'-O" OF SPAN OF TRUSS
PERMANENT HORS ZONAL 5RAGING,
ENRAGING 1"IEM5ERS TO PE
AT EACH END OF THE BUILDING
CONTINUOS 2"r, 4" WOOD HEMPEN
AND AT NOT MORI= THAN 20'-0"
WI(2) 1&6 NAILS AT EACH TRU55, AT
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
B:PRACING MEMPEIRS TO PE 2x&
TRUSSES.
WOOD MEM51=R.
F," C.M.U. WALLIlk
FINISH
GRADE
SCAL E:3/4" = I' - 0"
CONCRETE SLAP,
SEE PLAN FOR
RE I NFORC I NG
EL. SEE PLAN
2 #5 GoNTINUOUs
TT❑CA❑ THIO [D EDGE D TAI❑
SCALE: 3/4"=1'-0"
EL. SEI= PLAN
WELL COMPACTED FILL
8" 5LOCK WALL
3" CLEAR TYP,
CONCRETE SLAP, 5EE
PLAN FOR THICKNESS
AND REINFORGING
❑I#5
� EL. SEE PLAN
VAPOR BARRIER
EL. SHE PLAN
WALL FOOTING, SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF.
T C'7*�`NED F)AT DOOR [DETAIL
SCAL: J/�-II=1i-iT II
S
D_
--FST-30 5TRAP j3Y USP
WRAP AROUND PIGGY
BACK W/ �,-d NAILS TO
EXISTING TRUES e 24"
EXl5TING PREFAB WOOD
TRUSSES 5 24" O.G,
NACU TRU,55 [DETAIL
5GALE:3/4"=1'-0
2 x 4 CRO55
FRAC INC f
W/(4)I&d NAILS 1
EACH CONN.
i
BEAN/CIE F3EAM PROVIDE 03 TIES 0 12" OC
OvER OPENINGS UNDER ro'-0"
5EE PLANS AND 4 03 TIES 511 O.G. OVER &'-O
SCHEDULES
ADD 2 5 BOTTOM AND
AT EACH SAGE FOR
EACH 12" TB DROP.
I _---- I- DOOR OR WINDOW
OPENING
❑ OPENING.
I I
5GALE: 3/4"=l'-0`
(RAKE 5E,AM
5EE. SG--IEDULE FOR
SIZE 4 REINFORCEMENT.
T.O.B.
TIE PEAM OR SEAM
5EE SCHEDULE FOR
SIZE 4 REINFORCEMENT,
G.M.U. WALL
,COL, OR COLUMN
SCHEDULE FOR
F 4 REINFORCEMENT.
FAKE) 5EAM CONNECTION DETAIL
&GALE: ?d1 -4`--11-O"
,.,—nr c "-,i.l-�711ENT''.TO SE.
1 FOOTER TO TIE
WALL- PROVIDE
DP TIE BEAM OR
�EQ'D
> 5HEET)
0 SILL W/ 245'S
XTEN[) 8"
EYOND OPENING
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
PEAM5 ANF,) COLUMNS ARE POURED.
Tom❑ I CA❑ UJ1N[�) CW OF IN [DETAIL
SCALE: 3/4" = I' -O"
5EE PLAN
Tt"fF, WALL FOOTING
C0fRNfR ❑D❑TAI❑
SCALE: 3/4"=1' -CO"
TIE E�EAM OIR BEAM
;NT.
TIE SEAM 5TF DETAIL
bt ntlK=nar-=mt:NT TO BE
>OTER TO
WALL.
T�f I GA❑ JDCC CF INC IDTA f
SCALE: 3/4"=PO`
CONCRETE SLAB, SEE
PLAN FOR THIGKNESS
AND REINFORCING
1/e " 5AW-GUT JOINT
FILL WITH JOINT
MATERIAL
CONTROL JOINT �)ETAIL (C.J.)
CONCRETE SLAP, SEE
PLAN FOR THICKNE55
AND REINFORCING
KEYED METAL
SEPARATOR
l ❑2.1
CON5TRLiCT f CN JOINT J =1 A
(ALT fRNAT )
SCALE: 3/4"=I' -O`
REBAR, FILL GELL5 W/---\
3000 P51 C,ROUT
SEE PLAN
TYPICAL WALL
SEE PLAN
FILL THREE CELLS
INTERLOCK FLOCK
Fl.
COURSES CTYP.)
coRNER DETAIL
SEE PLAN
EXTEND JOINT REINFORCING--�,
&" INTO COLUMN.
p%° CLR COVER
TIE Col-Ur�N L>EtAIL
9 GA. GALVANIZED HORIZ
JOINT REINFORCING o16" O,G,
VERT.
�IIII
d. -A
• El°' �
X 1"8 aj' � � Utl MIAMP '' �u
a3NG [)E °'yrs
FILL TWO CELLS J m
FNP WALL
jy' I .=:ram,•, r > . —�— j�'F
WALL INTERSECTION
REINF. W/ #5 VERT. SEE PLAN DATE : SEPTEMBER, 2012
2 CELLS ADJACENT
TO WALL OPENING _ \. SCALE: AS NorEla
LAll
LOT 3 �-- DRAWN;SosA
DOOF�' 01R WINDOW OPENING-
5EE ARCH,
WALL OFENINC;
FILL TWO END CELLS
NOTE:
- PROVIDE #� CSA. DER TYPE HORIZ. REINF, AT 10" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY' TO 8" AND 12" THIGK GMU WALLS
T`lil=IC/4L R INFFORC D ASCNR�' D TAI 15
SEAL
R VISIONS
L -
2u
3.-
4s-
5.-
6.- - -
SCALE: 3/4"=1'-O"
DESIGN BY: P A M
JOB NO
CONSULTING
P M M,,;ENG.IjXERS
STRUCT�URAI�EI�CaINING
6262 BIRR,FZC1,,5l�lITr2
MIA ;
PH: 1.3051 �6�91
:
xw",
KGF
PAUL A, I'N'FO t'q`'A%C
FLORIDA REU. No4M.% t
PMMCE JOB # 11019
n
u,
Z
I
I
c
1:t�.
iv
q..Q
n
3�6"
ISOLATION
'
_—U_c
L
U--
2' NON -SHRINK TOP' OF SLA5
Q ❑W
>
a
F," C.M.U. WALLIlk
:
d
❑
-
- L91F-
Lc
w
w
--I'--177
-1-III-i 11. - TOP OF FOOTING
T
6" PROJECTION
-
SEE
LAN
REBAR, FILL GELL5 W/---\
3000 P51 C,ROUT
SEE PLAN
TYPICAL WALL
SEE PLAN
FILL THREE CELLS
INTERLOCK FLOCK
Fl.
COURSES CTYP.)
coRNER DETAIL
SEE PLAN
EXTEND JOINT REINFORCING--�,
&" INTO COLUMN.
p%° CLR COVER
TIE Col-Ur�N L>EtAIL
9 GA. GALVANIZED HORIZ
JOINT REINFORCING o16" O,G,
VERT.
�IIII
d. -A
• El°' �
X 1"8 aj' � � Utl MIAMP '' �u
a3NG [)E °'yrs
FILL TWO CELLS J m
FNP WALL
jy' I .=:ram,•, r > . —�— j�'F
WALL INTERSECTION
REINF. W/ #5 VERT. SEE PLAN DATE : SEPTEMBER, 2012
2 CELLS ADJACENT
TO WALL OPENING _ \. SCALE: AS NorEla
LAll
LOT 3 �-- DRAWN;SosA
DOOF�' 01R WINDOW OPENING-
5EE ARCH,
WALL OFENINC;
FILL TWO END CELLS
NOTE:
- PROVIDE #� CSA. DER TYPE HORIZ. REINF, AT 10" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY' TO 8" AND 12" THIGK GMU WALLS
T`lil=IC/4L R INFFORC D ASCNR�' D TAI 15
SEAL
R VISIONS
L -
2u
3.-
4s-
5.-
6.- - -
SCALE: 3/4"=1'-O"
DESIGN BY: P A M
JOB NO
CONSULTING
P M M,,;ENG.IjXERS
STRUCT�URAI�EI�CaINING
6262 BIRR,FZC1,,5l�lITr2
MIA ;
PH: 1.3051 �6�91
:
xw",
KGF
PAUL A, I'N'FO t'q`'A%C
FLORIDA REU. No4M.% t
PMMCE JOB # 11019
FEI@"xlOux3/8" V
2 3 TIES
i
HEAVY HEX AND❑
I
I
❑ —�
3/gll PLATE: WASHER
3�6"
ISOLATION
'
JOINT
2' NON -SHRINK TOP' OF SLA5
GROUT 5EE PLAN
F," C.M.U. WALLIlk
:
-
- L91F-
Lc
--I'--177
-1-III-i 11. - TOP OF FOOTING
6" PROJECTION
-
SEE
LAN
• *
•
• .:
�
TIE COL, OR COLUMN
14)3/4'� A.B.
HE
STANWASHDERRD❑
p 1A
311 GL.
5EE SCHEDULE FOR
-
❑
SIZE REINFORGEMENT,
lk
°
I11
TACK NUT \\
1 #4 EACH
U
AND WA5H
CORNER
TO DOLT
5EE PLAN AND SCHEDULE FOR SIZE AND REINFORCING
TUE5E CCUM /
FOOTING DET/41L
SCALE: 3/4"=1'-O"
REBAR, FILL GELL5 W/---\
3000 P51 C,ROUT
SEE PLAN
TYPICAL WALL
SEE PLAN
FILL THREE CELLS
INTERLOCK FLOCK
Fl.
COURSES CTYP.)
coRNER DETAIL
SEE PLAN
EXTEND JOINT REINFORCING--�,
&" INTO COLUMN.
p%° CLR COVER
TIE Col-Ur�N L>EtAIL
9 GA. GALVANIZED HORIZ
JOINT REINFORCING o16" O,G,
VERT.
�IIII
d. -A
• El°' �
X 1"8 aj' � � Utl MIAMP '' �u
a3NG [)E °'yrs
FILL TWO CELLS J m
FNP WALL
jy' I .=:ram,•, r > . —�— j�'F
WALL INTERSECTION
REINF. W/ #5 VERT. SEE PLAN DATE : SEPTEMBER, 2012
2 CELLS ADJACENT
TO WALL OPENING _ \. SCALE: AS NorEla
LAll
LOT 3 �-- DRAWN;SosA
DOOF�' 01R WINDOW OPENING-
5EE ARCH,
WALL OFENINC;
FILL TWO END CELLS
NOTE:
- PROVIDE #� CSA. DER TYPE HORIZ. REINF, AT 10" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY' TO 8" AND 12" THIGK GMU WALLS
T`lil=IC/4L R INFFORC D ASCNR�' D TAI 15
SEAL
R VISIONS
L -
2u
3.-
4s-
5.-
6.- - -
SCALE: 3/4"=1'-O"
DESIGN BY: P A M
JOB NO
CONSULTING
P M M,,;ENG.IjXERS
STRUCT�URAI�EI�CaINING
6262 BIRR,FZC1,,5l�lITr2
MIA ;
PH: 1.3051 �6�91
:
xw",
KGF
PAUL A, I'N'FO t'q`'A%C
FLORIDA REU. No4M.% t
PMMCE JOB # 11019