10-286-016ROOF TRUSS ANCHOR LEGEND
MARK
BEAM SCHEDULE
ACTUAL
1 TRUSS AND fo- 10dxL5" NAILS TO SEAT. CAPACITY= 21330
UPLIFT
Q
3
ONE(1), 5/8" DIAM. THRU BOLT
4
NU -VUE NVHTA -22H STRAP ANCHOR w/ IS- 10dx1.5"
#
' ) NAILS TO TRUSS AND 6- 10dx15' NAILS t0 SEAT.
6
CAPACITY= 31110 (MIAMI -DADE NOA 004- 051003)
REQUIRED
8" x 12" CONCRETE BEAM (Fc =3,000 PSI)
SDL -2 SEE DETAIL ON 5 -3 SHEET
3
RE
INFORCEMENTS
CAPACITY U= 4812".
S/� a BOTH ENDS OF TRUSS
(2) USP RT20T RAFTER TIE EACH ATTACHED w/ (h) -16d NAILS
LINO = UNLESS NOTED OTHERWISE
m
Cx = GRAVITY LOAD
4 w/ 1.15" MIN EMBEDMENT.
CAPACITY= 2180• (MIAMI -DADE NOA 001- 0912.05)
TYP = TYPICAL
ATTACH EACH TRUSS TO 2X6 (SYP NO2) RUNNER WITH (2) LISP
:��_
S RT1 RAFTER TIE W/5 -5d NAILS TO 2X6 AND 5 -8d NAILS TO
�
Lu
STRUCTURAL ENGINEERS
01- 0306.10
< ' Of �
.v
0
z
z u z
Alex Kondrat - P.E. #58086, C.A. #00009717
G�
o , � .°
12900 SW 128 Street, Suite 104
LU
z -®t 0 r_ M
Miami, Florida 33186
U
Lu
Ph. (786) 293 -2888 Fax. (786) 293 -2883
" 3 TIES
REMARKS
®
F�
_j
m
N' Ul .
[Q
RIB
ARIES (SE
ARCH PLAN,
8
8
1 -"1
RAKE BEAM
RB -I
A
ARIES (SE
ARCH PLAN
12'
12'
2 -"5
_
2 -"5
03 a 48" O.G.
RAKE TIE BEAM
SEE NOTES BELOW
TB -I
A
8' -4"
8'
12'
2 -"5
_
2 -05
"3 0, 48' O.C.
TIE EBEAM
BELOW
T5-2
A
15' -0"
12'
12'
2 -05
_
2 -05
03 0 48" O.G.
TIE BEAM
SEE NOTES BELOW
5-1
A
8' -4'
8'
20'
2 -05
-
2 -05
03 6 8" O.C.
CONCRETE BEAM
13-2
A
9' -8'
8"
16
2 -"6
-
2 -"6
03 0 6' O.G.
CONCRETE BEAM
5-3
G/D
I1' -4'
12"
12"
3 -05
-
3 -05
03 g 5" O.G.
CONCRETE
ARCH BEAM
SP
E
8'x12' EXISTING CONCRETE TIE BEAM TO REMAIN
10'x1 /4'THK STEEL PLATE ATTACHED
f5 E AM TYPE 5
TO THE EXISTINCs CONCRETE TIE
BEAM w/ 5/8' DIAM UEJ -IT EXP
ANCHOR BOLTS
0 12'o c. (35' MIN
2 -"5
EMBEDMENT)
D I AGONAL.S-
TYPE -5
EA. FACE
TYPE -A
TYI'E -C
TYPE -
ARCH 13EAM
CONCRETE
BEAM NOTES:
TY -
I. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTH5.
2. TIE BEAMS SHALL HAVE (4) 0 3 TIES AT 12' o.c. AT ALL CORNES EA. WAY, AND
48' o.c. REMAINDER.
3. PROVIDE (2) 0 5x 60' CORNER BARS, BENT 30" EACH WAY w ALL CORNERS.
ROOF TRUSS ANCHOR LEGEND
MARK
NU -VUE NVHTAI6 STRAP ANCHOR W/ 12 -16d NAILS TO
ACTUAL
1 TRUSS AND fo- 10dxL5" NAILS TO SEAT. CAPACITY= 21330
UPLIFT
(MIAMI -DADS NOA 003- 0224.10)
3
ONE(1), 5/8" DIAM. THRU BOLT
4
NU -VUE NVHTA -22H STRAP ANCHOR w/ IS- 10dx1.5"
#
' ) NAILS TO TRUSS AND 6- 10dx15' NAILS t0 SEAT.
6
CAPACITY= 31110 (MIAMI -DADE NOA 004- 051003)
REQUIRED
8" x 12" CONCRETE BEAM (Fc =3,000 PSI)
SDL -2 SEE DETAIL ON 5 -3 SHEET
3
ANCHOR
G
CAPACITY U= 4812".
S/� a BOTH ENDS OF TRUSS
(2) USP RT20T RAFTER TIE EACH ATTACHED w/ (h) -16d NAILS
LINO = UNLESS NOTED OTHERWISE
TO TRUSS 4 (6)- 3 /16'DIAM TAPCON5 TO MASONRY WALL
Cx = GRAVITY LOAD
4 w/ 1.15" MIN EMBEDMENT.
CAPACITY= 2180• (MIAMI -DADE NOA 001- 0912.05)
TYP = TYPICAL
ATTACH EACH TRUSS TO 2X6 (SYP NO2) RUNNER WITH (2) LISP
:��_
S RT1 RAFTER TIE W/5 -5d NAILS TO 2X6 AND 5 -8d NAILS TO
�
TRUSS BOTTOM CHORD. UPLIFT CAPACITY =5050. NOA
STRUCTURAL ENGINEERS
01- 0306.10
< ' Of �
.v
VARIES
REFER TO
OOF PLAN)
CENTER PLATE
ON VERTICAL LE A 5
MINIMUM
EMBEDMENT
(TYPICAL)
934"
}� 2
F 3/8" PLA
'4" (TYF
' OF
VD. BED
SECTION TWO PLC' TRU55
W/2 -3/4" DIAM. BOLTS= 4872 #)
CROOF ANCHOR CONNECTION #4) "5DL -2" DETAIL
(N.T.S)
5CNEDULE
MARK
DESCRIPTION
1
ANGLE 3" x 3" x 1/4" W/ EXTENDED LEG (Fy= 36KS1) SEE DWG.
2
STEEL PLATE 9 3/4" x 5 x 3 F =36 KSI 2 MEIN
STEEL PLATE 11 1/4" x 5" x 8" =
8 36 K I 3 MEM
3
ONE(1), 5/8" DIAM. THRU BOLT
4
3/4" DIAM, WEJ IT EXP BOLT (2) TOTAL NOA 08- 050803
5
PREFABRICATED TWO PLY TRUSS OR THREE PLY
6
19/32" EXTERIOR GRADE PLYWOOD
7
8" x 12" CONCRETE BEAM (Fc =3,000 PSI)
$
CONCRETE MASONRY BLOCK
1114"
'LATE
THREE PLC' TRU55
W/2 -3/4" DIAM. BOLTS = 48720
NOTE:
- EXISTING ROOF TO REMAIN
- EXISTING MASONRY WALL TO REMAIN
- EXISTING CONCRETE BEAM TO REMAIN
8'x12' MIN REINF w/ 205 TOP t 205 BTM.
- CONTRACTOR TO VERIFY ALL BEAM ELEVATION 4 DEPTH
w/ ARCHITECTURAL PLAN.
- CONTRACTOR NOT TO REMOVE OR ALTER EXISTING
ROOF TRUSSES.
®0E_
U a
PROPOSED REMODELATION ROOF FRAMING PLAN
1/4" = 1' -0"
0
N
>� Id
4 U y V
<
� b
v ew
N
w
W
0
>
E
w
.•.J
w
z
w
Q
�'j
z , a
0
G
O 00
w
z u, — 2
�
v !
x0z�}
;-
max•- ��.�
�z�
Alex Kondrat & Associates,
Inc
:��_
Z�
J
�
;
STRUCTURAL ENGINEERS
_
< ' Of �
.v
0
z
z u z
Alex Kondrat - P.E. #58086, C.A. #00009717
G�
o , � .°
12900 SW 128 Street, Suite 104
z -®t 0 r_ M
Miami, Florida 33186
U
-
Ph. (786) 293 -2888 Fax. (786) 293 -2883
0
N
� b
v ew
N
w
W
0
>
w
.•.J
w
z
w
Q
�'j
UT7
10
0
G
w `^�'
w
~ 0
�
v !
c LY
;-
0
Z�
J
�
;
_
M2E
0
z
Cfl
w
G�
W
0
� b
v ew
--
d„,
W
ply
> M h
:c
®
< ra
N
Lu
LLJ
;-
0
�
;
_
tAi
C]
'LU
L
F°
U
C
®
F�
_j
0 < 0'
t®
�3t
tJ w
DATE :MARCH 27 2010
SCALE AS SHOWN
DRAWN :W.A.C.
JOB NO. :09.9000
SHEET NO. : OF