320 NE 96 St (9)The VIKING Truss Fabricator must furnish a copy of this design to both the builder and tress erector.
DESIGN STA.ND&EDS: This drawing has teen prepared to neet applicable provisions of the "Eat:oral :es!n
Sptcif :catl yr - ,.ur Stress -Grade Lumber and its Fastenings" by National Lumter ranufacturers At sociatioc;
and "Lesigr Specifications for Light fetal Plate Connected 'food Trusses" by Truce Prate :catitute.
VIKING Connector Prates are 2C gauge galvanised steel and applied to both faces of each truss at each
joint. =In of the Earle slecies with equal or greater stress values nay Le substituted.
FABPICAT :b Lumber must to accurately cut and fitted teget!.er so that all xemters et each jamb e
In snug contacVi pig the points. Plate centerlines shall coincide with joint centerlines or shall be
Located by circles unless otherwise Crii7nsioned. CVL'.ALL SIANS are lased on nominal s" teeri_ng widths
and may to increased by an much as 4" at each wider tear :n n using nominal B" tearing widths,
permitting a maximum overall apen increase of 5 ". LATEPAL BEAC1N0 This truss has teen designed
assuming the tap chord is laterally traced at intervals not er.ceed'.ng 3' -0" c.c. VIKING CCh^.ECTCBS,
1NC., tears no responsibility for the erection of trusses in accordance with this dee'.gn. tersone
using such trusses are cautioned to seek professiucel advice in regard to safety precautions during
erection, proper handling, temporary bracing and permanent bracing which _ay to required in specific
applications. NOTE: 1962 N.D.S. edition.
NOTE: 'deb members shall be 2X4-#1 Southern Fine,
150Cf Industrial Fir, or 1500f Industrial Hemlock.
3 -6.3
Symmetrical
about
centerline
except for
center panel.
t
3 -9.9
VIKONG CONNCTOS
L U M B E R
Max. Overall Spans
41 Dense So. Pine
1 K D. So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
41 Southern Pine
1500f Ind. Doug. Fi r
1500f Ind. Hemlock 17' -2"
NOTE: Hemlock to be W.C. Hemlock
Symmetrical
about
centerline
except for
center panel.
2x4
Top Chord
17
17
1 -
1_6❑
4
3
55604T
7' -0" Setback
CAMBER BOTTOM CHORD
1/4" AT CENTER
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 3330
2x4
Btm.Cbord
17' - 8n
17' -8"
17' -8"
d 1 745# 3804T
c
556040 / 559oC
tul
M a
L U M B E R
Max. Overall Spans
42 K.D. So. Pine
2 Southern Pine
1200f Ind. Doug. Fir
120Cf Ind. Hemlock
8104
1
74604T
e 1- 192040
17' -0" Clear span
FORCE DIAGRAM
b
7610
4654
a
4
R
d,e
C
b
a
2x4
Top Chord
4 -12.6
r 1
!M
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase
R =20204
/-
Equal areas
zld.�
H
2x4
Btm.Chord ;"]!c
75''c7
0
0 1.r
Oct
m
rD
O D
4
ri
7i
d
•
0
•1
N
T
vt
to
V1
0
n
'4
0
x
� H
V �
o C9
s 0)
0
0
r
d
N
Phone AC -305
5(6 -5471
r,le': D- 2.5-17 -56 (/h i' /
Pane! 0'-
CSI =
Loac it : 71-0/1- (2/") = 6 - )c /Z = 3 - y ,.1 - y
(4' y (55 Ps-c) = 238 Pl f.
�en SA - Top Chord (Fh 4 Sec-1,o4) _ (q /SS)(238)= 195p1/
1304-40 ekoe -d = 43 yid'
M = (W)(•)( /2) /• 8 = (/95)(3, s/V(/Z)/8 = 3 / /O /6s
P: 414. ,�orte = 5560 7C'
/
(A1( *c) ( inc.) r (i)
0. SOS
0. 979
t 0.
,D 4e ; Dec. 27, J9G 5
M
SSloo "te 3,yyo in - /bs
(5.89)(/3 s0) (/.33) ('3.56)(/6 (/.33)
63 P1.t.
2.57•
84 P16t. 4 -3.6
j
3.22• I
4.50•
7.07•
9.00•
3-..5
1 11.6
11.6
a..2
31.6
64.8
3-5.4
13.9
�.3
14/LTI58114E 511E5
4-4.5
14.5
3-6.3 3-7.2
[16.2 L18.5 l
5-4.5 5-5.4 5-6.3 5-7.2 5-6.1
38.2
4-5.4
89.1
17.4
6'? 51.5. 7-4.5 7 -5.4 7-6.3 7 -9.9 7 -15.3
44.5
32.4
70.0
O9 Plate 9-7.2 9-9.9 9 -12.6 9 -16.2
113.4
3-8.1 3 -9.0
23.1
4-6.3 4 -6.1
26.1
5-9.0
20.8
70.3
36.4
40.5
108.1
145.8
3 -9.9
25.4
5-9.9
44.5
1.29•
4 -9.9
115141 1064E15095, 151.
3 -10.8
27.6
31.9
1.29• 1
7.07•
1 --
`2 (hart:. .5.9. e6a
a,9TanO v t1ca1 •t.P• e
1.93• • c.pt 4156r. Mown).
7.2•
5-12.6
1
56.7
�- 643. 4 75 •
.643"
• 7` (hurls. at.pa aro
In. i . 0 vertical 6460M arm
1.266• except War. .
4 - 12.6
3-12.6
32.4
40.5
5 -14.4
64.8
2.7 I r 0.9•
2.57 ��
1 1 1.265•
.5•
JT -1
3 -14.4
4 -14.4
5-
3.6 1 i 0.9`
JIM
1.285
57-12
1 .8"
37.0
46.4
61.0
1 1.285'
5.4 f
f 1.6" 111-68.7..!61n2
The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truer, erector.
DESIGN STANDL DS: This drawing has been prepared to meet applicable provisions of the "Nat:oral Design
Sieeif :c ration for Stress -Grade Lumber and its Faetenicgs" 'by National Lumber Manufacturers Aceoc Ltionl
and 'De sigr Specifications for Light Metal Plate Connected 'Wood Trusses" by Trues Plate Institute.
VIKING Convector Plates are 20 gauge galvanised nteel and applied to both faces of cock truss at each
n (1.`i5LA of the same si ecies with equal or greater stress values may to eubetituted.
FABRICAT:ZYLumber must be accurately cut and fitted together so that all members at each Joint are
in snug contact e.ocg the Joints. Fate centerlines shall coincide with Joint centerlines or shall to
located by circles unless otterwiee — dIdensioned. OVtEALL SPANS are Lased on nominal 4" beer`.ng widths
and may to increased by as much as 4" at each wider bearingTh=en using nominal 8" bearing widths,
permitting s maximum cverall span increase of 8". LATERAL BRACING: This truss has been designed
assuming the top chord is laterally braced at intervals not exceeding }' -O" c.c. VIKING COfit ECTORS,
INC., tears no responsibility for the erection of trusses in accordance with this design. Persons
using ouch trueces are cautioned to seek professional advice in , egard to safety precautions during
erection, proper handling, temporary bracing and permanent tracing which may be required in specific
applications. NOTE: 1962 N.D.S. edition.
NOTE: All webs shall be 2X3 or 2X4
#1 Southern Pine, 1500f Industrial Fir,
or 1500f Industrial Hemlock.
NOTE: Only one Butt Joint A or B
permitted in bottom chord.
2 -1/4"
1 V KE
5T -21
BUTT JOINT A
5 -8.1
3
Camber 1/2" at center
12
1
BUTT JOINT B
.2' -O" to span /6
4 -5.4 to 25' -8"
3 -6.3 to 22' -8
3 -5.4 to 20' -8"
CO
LUMBER 2x4
Max. Overall Spars Top Chord
#1 Dense So. Pine
#1 K.D. So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
#1 Southern Pine
1'00f Ind. Doug. Fir 25' -8" 25' -8"
1500f Ind. Hemlock 25'-0" 25' -8"
NOTE: Hemlock to be W.C. Hemlock.
a
b R- 1375#
FORCE DIAGRAM
3T -10
25'-8"
12
J 3
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 3330
2x4
Btm.Chord
25'-8
L U M B E R
Max. Overall Spans
#2 K.D. So. Pine
#2 Southern Pine
1200f Ind. Doug. Fir
1200f Ind. Hemlock
0
b 565# 2 g20 #
415#
397°0 1
a 1 ' � :0
0
R
L25-0 Clear span
3840 #T
3 -8.1 to 25' -8"
3 -7.2 to 23' -0"
3 -6.3 to 20' -0"
3-5. to 17' -4"
0 r I�
540#
2
0#
Equal areas
2x4
Top Chord
c
2x4
Btm.Chord
DESIGN LOADING
795#T Roof 45 psf
Ceiling 10 psf
2 _ Total 55 psf
33 - 1 /3% unit
stress increase
566-5471
- C
, o
X5''
- " F'.
D 'C
r t
13
+'�
O VI
m
F4
1)
0
Phone AC -305
D- Q (UE - 3 - 25 - SS _ /a f June /, /9 c,S _
C SI =
M = Wi 9 = (9o)'5. 73) / 9 = 3 9 qo /65
Axles
?970'C
(A) (Fe) ( /nc)
m
.
(5 83 2,1Q 350)(/• 33)
0.92
2 x S.Pne
P
f
0.375 -A 0. 554/
M
( 7 ) ( (
39 40
(3. ) C 15 C/. 3 3 )
03 Plate
`
2.57• I
3.22
7.07•
• 3.00•
04 Plato 4 -3.6
11 Plate
4.50•
87 Plate 7-4.5
89 Plata 9-7.2
3-4.5 3-5.4 3-6.3 3-7.2 3-8.1 3-9.0
11.6
11.6
[13.9
14.5
5-4.5 5-5.4 5-6.3 5-7.2 5-8.1 5-9.0
j.0.2
31.8
64.8 .
24.3
MIATISPIKE 522E5
4 -4.5 4 -5.4 4-6.3 4.8.1
7 -5.4 7-6.3 7 -9.9 7 -15.3
38.2
9-9.9
16.7
[28.4
17.4
44.5
89.1
18.5
32.4
9-12.6
70.0
113.4
20.8
20.3
36.4
23.1
26.1
40.5
108.1
9 -16.2
145.8
3-9.9
25.4
5-9.9
4 -9.9
44.5
31.9
31.9
VIKING CONNECTORS. INC.
3-10.6
27.8
5-12.6
56.7
1.29• I
1.29•
1.8
77 -32 (hertz. ■tape are
0.5" d an rtlul *taps era
1.93• a.capt what. ■hewn).
7.07•
I
1
k 7.2' ;
----- }}}T---- •-- --� . 6 4
.643 I 1.8
ST- 1 (horiz. steps arm
and vertical step. ere
1.266' a.c.pt where shown).
4
3-17.6
32.4
40.5
5-
64.8
2.57 j
3-14.4
4 -14.4
2.7• - 1 I 0 9•
[5.2 1 1.285•
1
37`10 1
!!7.6•Mi 0.9'
T 11.285•
1.285• f
5.4'
2
37.0
46.4
64•__.,.4.. t
f 1,8"
5.4
t 1.8" 2 Area 44.61n
t 64'
Copyright 1955
Vikin Connectors Inc.
cut from 2x6 or
as requir -d
Valley Member A
4' A thru E are typical valley trusses
as shown on sheet #10 The largest
valley truss ie shown to be a guide for
valley trusses larger than the 20'
Valley Member "E ".
Valley trusses run perpendicular (in
the opposite direction) to the
supporting trusses underneath and
should be nailed or fastened to each
truss top chord they intersect with
-�• (1) 16d nail to laterally brace the
—' -_ top chords of these trusses when the
12' (trusses do not have sheathing on them.
Valley Member B.
5 -4.5
3 -4.5
3 -4.5
gI
Valley Member C
-5.
Valley Member 0
5 -5.4 M
3 -2.7 or
�Jl'
Z -5 (typical)
't M
Valley Member E 20'
5 -6.3
5-6.3
16d nails
1 -5/8"
Equal -- f 5 -6.3
spaces f1
3 -5.4 Z -5 or
3 -2.7
8'
•
3 -2.7 or
Z -5
(typical)
VALLEY DETAILS
3 -4.5
16'
Trues top chords 2' -0" o.
r --- Typical plate to be used in splicing either
top or bottom chords.
12
2x4 on edge. Lateral brece required when length
of center vertical member exceeds 6' -6" or add
tha thickness when vertical member to double
n
vertical exceeds 6' -0 ". ej
PIGGY BACK DETAILS
EQUAL SPACES
Leng BS Required
TYPICAL LARGER VALLEY
This Figgy -Sack Detail is taken from page #10 on top
of Hip #1.
Figgy -Becks ere the same in structural construction es
Valleys except for shape, and the bottom edge of the
bottom chord is not beveled. Placement in the building
is in the opposite direction to Valleys, (Placement 1s
parallel to end on top of the supporting trusses). See
IMPORTANT 'TOTE at the right.
Plate end lumber data that applies to Valleys above
also applies to Figgy -backs of the lama size.
3 -4.5
Valley
Varies to match roof pitch
VALLEY & PIGGY BACK DETAILS
SECTION M -M
OPTIONS 1 t $ 2
J
PIGGYe,,
\ BACKS
E Sheathing
Truss
or
Hip
lumber - Minimum allowable unit stresses.
C - 560 psi Compraesion parallel to grain
f - 750 psi Extreme fiber in bending
t - 750 psi Tension parallel to grain
E - 1,540,000 Modulus of Elasticity
Top Chord shall be 2x4 minimum
Bottom Chord and Webs shall ba 2x3
minimum
Webs shall be 2x3 minimum
Plates - Viking Connector Plates
ere 20 geuga galvanized steal and
applied to both faces of each truss at
each joint.
Minimum of one
16d veil into
each truss top
chord.
3 -2 - 3 -6.3 height
C Z -5 (typical) 2
I L_ a
at I MAXIMUM
OPTION 3
rLl
Rip 2x6 to make
two pieces for
bottom chords.
Saw cut to match
truss pitch.
height
J
1 IMPORTANT NOTE J
Piggy Back units are set
directly above and parallel to
the supporting trusses under-
neath and therefore do not
laterally brace the truss
top chords.
To be sure that the supporting
trusses function as designed
one of the following methods of
Gracing the top chord must be
used.
Continuous lateral bracing.
OPTION #1 - Extend and attach all sh=eathing
before applying Piggy Back units.
OPTION #2 - Extend and attach a portion of the
sheathing so there is 3' -0" or less between rows of
sheathing.
OPTION #3 - Provide continuous lateral bracing (1X4)
to the bottom edge of the truss top chord so there is
3' -0" or less between rows of lateral bracing. Attach
with (2) 8d nails to each truss.
Pg.102
C'-
.ty .
VAL
7
Hip #1
Copyright 1965
Viking Connectors, Inc.
3 -8.1 for 2.5 3 over
3 -9.0 for 2.0
-9.9 for 1.5
Attach End Jack to Hip #1
with (3) 16d nails at top 8
(2) 16d nails g bottom
45
Top View
7' -0" END JACK
Hip Jack
TOP CHORD HIP JACK ATTACHNIE %TS
Date June 1, 1955
D•wKJ
1' -0"
Bevel edges 8 attach to
ip truss with 3 "X6" railplate at top 3
(3) 16d nails in bottom chord (sae detail
below for top chord attachment)
X5 Ledger
3 "X6" Nail plate
End Jack (Top Chord
attached with (3) 15d
toe nails)
HIP #1 (members as required)
5' -0" Corner Jack
3' -0" Corner Jack
1' -0" Corner Jeck
HIP JACK
37-10 17 3 -6.3 for 1.5
x 3 -5.4 for 2.0 Y�
3 -4.5 for 2.5 4 over U
2X4 or 2X3 #1 material
t3-
/ 3 -5.4 for 2. 8 over
; \3 -6.3 for 2.0
;0-7.2 for 1.5
Hip
Jack
HIP JACK FRAIFIIUG
2x4 2x6 TOP CIHO ;DS
7' 0" End Jack g 2' -0" o.c.
/- Toe nail to
plate with (3)
16d nails
1 -0" Corner Jack
Bevel edges 3 attach to Hip Jack
NOTE: \ with (2) 16d nails top 3 bottom.
2X rafter is structurally adequate
for all and Jacks, however larger
sizes are generally used to match top Toa nail to plats
chord size of standard truss.. If 2X5 with (2) 16d nails.
or greater, use #1 So. Pine, Corst. Fir 3 -5.4
or Const. Hemlock.
2X6 Ledger beveled on top 8
attached to Hip truss with Bevel edges 8
(4) 16d nails at each truss maab =r HiP Jack with
in contact with ledger 3 1/2" die. top 8 bottom.
bolts g panel points. (ty builder).
Toa nail to plate
with (3) 16d nails.
If necessary, bend plate
over top of Hip Jack.
end line
3 "X6" nail plate at 45
bend. Attach with 12 nails
(5 each side_ of bend) 8 2
rails at bend.
�Hip #1
1
Side View
(Endjack 8 ledger not shown)
Bevel edges 4
toe nail to —
plate 8 to Hip
jack with (2)
16d nails 2_5
attach to
(2) 16d nails
5' -0" CORNER 2ACK
3' -0" COR%ERJACK
3 -5.4
I mo`
TYPICAL TIE DOW%
7'.0/I SMACK
JACK
LUMBER
Toa rail to
plata with
(2) 16d nails.
All lumber shall be 2X4
1 Southern Pine, 150Cf
Industrial Fir or 1500f
Industrial Hemlock, except
where shown.
1/8" X 1" Anchor strap
bent over top chord
(by builder)
8d nail
Pg. 69
0
a r �
A
0
LA
style
D
JAC
(sat)
pitch
Ana
epm
7
ref
55
(2X4 8)
(2x6 T.C.)
o
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M
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ALL DRAW INGS; ARM THE .PROP R1Y OF T+-IE AizcHIYFCr
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