HomeMy WebLinkAbout1602-0492 REVISION 6-26-18Line of New 2 x 8
fastened to truss
and (3) 2 x 8 with
16d 6"o.c.
Min. 12" Lap and
extend to CBS
11
Truss A20G
Brng. #10
(3)2x6Cord
Truss A20G
Brng. #10
(3) 2 x 8 Under Truss
Web Fasten with (3)
MSTA24 with (18) 1Od
per strap
HTT5 with (1) 5/8" dia.
ATR 12" min. embed. and
(26) I Od
Filled CBS Cell with
(1)#5 Vert. rebar
Missed Tie Down Strap Note
In the event the Tie Down Strap has been omitted from the
Layout location, install one MTS18 strap at the proper location.
Fasten with (4) 1/4" x 2 1/4' Hex Head Titen screw to C.B.S.
and (7) 10d x 1 1/2" to truss. MAXIMUM UPLIFT' 10001bs.
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty
Connector
Fasteners
Point
Uplift
ID
Uplift
B08G
9
2048
By Truss Manufacturer
2 Ply
15
1646
HETA16
2
2500
(6) 16d per strap
1
1959
HFTA16
2
2500
(6) 16d per strap
A20G
(1) dia. ATR 12" min. embed.
3 Ply
HTT5
1
4670
(26
and(26)lOd
10
3990
MSTA24
3
4920
(18) 1 Od per strap
9
491
By Truss Manufacturer
y
HETA16
1
1810
(9) 10d x 1 1/2"
2 Pl
2 Ply
15
572
MTSA18
1
1000
(4) 3116 x 2" Tapcons
(7) 10d x 1 1/2"
B03G
13
1940
HETA16
2
2035
(5) 1Od x 1 1/2" per strap
8
1790
HETA16
2
2035
(5) 1Od x 1 1/2" per strap
I Ply
CO3G
10
417
HETA16
1
1810
(9) 10d per strap
I Ply
7
390
HETA16
1
1810
(9) 10d per strap
27
1172
HETA16
1
1810
(9) 10d per strap
15
824
HETA16
1
1810
(9) 10d per strap
A14G
Screw & Glue nd additional
I Ply
bof install
2 x 4 a bottom
22
3848
LGT2
2
4300
point. Install (2) LGT2 with (16)
16d to Truss and (7) 1/4" x 2 1/4"
Titan to CBS per strap
All other
trusses
ALL
<1000
MTS18
1
1000
(14) IOdx 1 1/2"
to Frame
All other
trusses
ALL
<1810
HETA16
1
1810
(9) 1Od x 1 1/2"
to CBS
Supporting
(4) 1Od
Valley
Framing
<250#
VTCR
1
370#
valley
(3) 10d x 1 1/2"
Trusses
Truss
Connector Schedule Developed from the Truss Placement
Plan and Engineering from East Coast Truss
Job Number 29624 Dated 4/12/18
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Provide Two Studs under Joint 16 of AlOG
Gross Wind Pressures
End
Wind
Trib.
Zones - PSF
1
2
3 1
4
5
Zone
Speed
Area
<10 s.f.
-46.1
-53.9
-53.9
+46.1
-50.0
+46.1
-61.7
20 s.f.
43.7
51.5
-62.3
+44.0
-47.9
+44.0
-57.5
160 mph
4 ft.
Exp. B
+41.2
+41 2
50 s.f.
-40.6
-48.4
-48.4
45.1
-52.0
+39.2
+39.2
100 s.f.
-38.2
-46.1
-46.1
43.1
47.9
Gross pressures are for windows, doors, framing,
roofing, and other building components and cladding.
Roof Zones: 1 thru 3
Wall Zones: 4 and 5
Wind Zones - Walls
Safe Load Table Notes
Installation Notes
1. All values based on minimum 4" nominal bearit g.
1. Installation of U lintels must comply with architectural
V
Exception: Safe loads for unfilled U lintels must
and/or structural drawings.
be reduced by 20% if bearing length is less than
N
6 1/2".
2. U lintels can be field cut to the required length.
00
2. N.R. = Not Rated
3. Cast in place concrete may be provided in composite
M
3. Safe loads are superimposed allowable loads.
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
4. One #7 rebar may be substituted for two #5
in 8 inch U lintels
concrete masonry walls shall have a coating of stucco
W
rebar only.
applied in accordance with ASTM C-926 or other
_60
N
5. All safe loads in units of pounds per linier foot.
approved coating.
(\./t
Z
U
6. All safe loads are based on simply supported span.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
�(
••4
p�
so
7. Safe load ratings based on rational design analysis
6. Shore composite lintels as required.
W
u'
so
try
per ACI 318 and ACI 530.
• �
ap
7. U lintels are manufactured with a 5 1/2" long notch at
Q
both ends to accomodate vertical cell reinforcing andN^-
grout.
^
a
s~
#5 rebar at top
mm.(1)req'd.
quanity or *I rebar
_ flurtel
avity
Composite U Lintel Materials
VJ
J'atiotmonn
F=filled grout
f.
O
width
cooc wmm�
.o
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch and 8 to 11 inch slump.
l
V�
A
y
aggregate
~ z 8 F 16 -1 B / 1 T
2. Rebar per ASTM A615 Grade 60
1
Tcd
3. Concrete masonry units (CMU) per ASTM C90 with
^�
W
i
minimum net area compressive strength - 1900 psi
y
(�
C)
It
75/8' Mnabaratbrraum nominal) 9uanity to
°f imtekavity ncigtn rebaraz to
4. Mortar per ASTM C270 Type M or S
8" Nominal
Lintel Type Designation
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
3'-0"
6113
863
3547
664
8F16-113/1T
L-2
4'-0"
6113
682
3079
942
8F16-IB/1T
L-3
4'-0"
1749
200
905
100
8RF6-0B/1T
L-4
4'-8"
5365
709
2290
451
81716-113/1T
L-5
4'-8"
920
200
675
100
8RF6-OB/lT
L-6
41-4"
5206
200
2635
100
8RF14-1BIlT
L-7
2'-8"
6113
860
3547
663
8F16-lB/lT
L-8
4'-0"
8924
200
4853
100
8F24-lB/lT
L-9
4'-0"
8060
879
4409
814
8RF22-iB/lT
L-10
3'-4"
8974
894
5591
857
8F24-lB/lT
L-11
3'-6"
8060
1036
4409
1462
8RF22-1B/1T
L-12
T-8"
1245 294"
1133
255
8F16-lB/1T
L-13
8'-10"
1245
544
1133
595
8F12-113/2T
L-14
9'-2"
1245
175
680
106
8F12-1B/lT
L-15
16-0"
950
695
500
350
8F16-IB/2T
L-16
18'-6"
750
175
347
106
8F16-1B/lT
L-17
T-6"
6472
160
3508
417
8F32-lB/lT
L-18
6'-2"
2177
95
1340
ill
8F12-1B/1T
L-19
1'-10"
10951
200
7636
100
8F32-0B/lT
Min. Beam depths shown, beams may be increased without comment
Add (1) #4 Vert 24"o.c. in beams over 24"
comer bars at beam
(outside only) (2) corner
bars at footing (min.) -
vert. dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
CONCEALED FASTENERS OR ATTACHMENT:
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THE E PLANS AND ALL PROPOSED WO A i"
ARE
F1''QUIRED BY -FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
x
all comer bars to be the $
same size, number, and
spacing as hcrizontial bars
in footing, beams, and walls
22 1/2" lap min.
Corner Reinforcing Detail
CC3
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date I revision
4/19/18 I Per New Truss
SCANNED 6/18/18 Connector
BY Schedule
?T WCIF COUNTY
l� � 2--0 �� z drawn
ST. LUCIE COUNTi' PL dLDI` T'%L Lard
1:EVIEwED FOR C IA tiCE F,✓// a l
REVIEIVED BY G checked
PLR\S A- PE
MUST BE KEPT ON JOB aa�
0.: \O I\SPECTION WILL BE MADE. 9/23117
some
as noted
job number
17061
sheet
l_
W 4i
File Copy t.)