PLANS-
r
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•
•
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a . em & £ '- 2 5 , 1
lo ",9.0 i f / A 14•Sz.:c1"
5
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L 0 CT L 0 NI
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4z)
SKETCH op. SUCZVEY
LOT
— F-
b LOCK
PARK M AN012. HOMES
VI LLAG E. OF MIAMI 5)-1012-ES - DADE COUNTY, FA.
86 5.
1! corteLt T.
Ot irj kra ledge and bdiel .i.;
r,cently yi: under my direct:L:1
and that there are no encroachrneilt
unless shown or noted.
Surveyx No 1015 State ::,t'FIct-Ja
' ac.,' t. wsaCJSVCUV.w..v'YfurTirY3'a.'¢. aaraz,r.r.,.as'f -.a ns.,ar +e .. v . - ..airr aaa - +u+...
C opyright 1965 Date Feb. 1, 1965
Viking Connectors, Ire. � Dvr/{ SOVPiY V tItliliIt; HMS
Z-5
2X4 2X4 ledger
nailed to
well with (2)
16d nails 3
16" c.c. or
bolted every
46" on canter
(by builder)
Wedge block
8d nail
Up to 12"
KEY
T. C. • Top Chord
e Shim to solid bearing
at this point
Top Chords to be 2X4 or larger.
2X4 ledger is to be treated
where required.
Tie down clips or Anchor straps
required where wind is above
20 pef or where epecificd in
Building Code. Sae Anchorage
Details for further information
2.5/ 12 ?RRe' LI Ov r
Use this style "0' when 'a" dimension
is not larger than "b" disenslon
Style C
e
b
X4
$136' or 42" sae.
Vertical is
optional
2-5 or
2X4 ledger nailed
to wall with (2) ( 3 -4.5
ors nails 4 16 c.c
or bolted 43" on
center.(By builder).
., 2X4 TO over 36" to 56"
2X6 TO over 42" to 56"
2X4 ledger nailed to
wall with (3)16d
nails d 16" o.c. or
belted 24" on center.
(By builder)
Ledge islopttonal
Z -5 cr
'Wledge
j ed nail
Up to 24' J
3 -4.5
Sub facia
(by builder)
Vertical to
optional / dear side
2 -5's or Far side
=-�__ 3 -5.4, (typ.)
Sub facia
(by builder)
Over 36" to 56" for 2X4 Top ICherd
Over 42" to 56" for 2X6 Top Gicrd
Stylt
'6" or 42" max.
Style. C or D (over 12" to 36" for 2X4 T.C.)
as epPZtaab'r _(over 12" to 42" for 2X6 T.C.)
1-S's or Vertical is
Z
Neer aide
Far side
Over 56" to 72"
ikidor 2.5/12 Piteh
Wedge is
optionalD
2 -5's as required
Ksdga
2X4•
1 -5's er Vertical is
/optianel
2X4 ledger
nailed to wall --2X4
with (3) 16d
none 9 16' on i.. 2X4
canter or bolted
24" on center.
•
Ues Vita style "D• fcr all other conditions
up to specified distances of 36• or 42"
-5's or 3 -2.7's
Vertical to optional
• -2X 4 J -4.5
2X4L _T
3 -4.5
j
(typ)
Sub facia
J (by builder)
} Gvat Z4' to 33' for j 2X4 Top chord . 1
eill
Over 24" to 42' for 2X5 Top chord
Over 56' to 72' 3 -6.3
2X4 Sub -facie
(by builder)
J
- a
s tyle
OVi
LEVEL
SOFFIT
OVER-
HANG
DETAILS
Rev.
5/10/67
M
M
The VIKING Trues Fabricator suet furntah a copy of this design to both the builder and trues erector.
LESI GN ST.20AEDS: Th a drawing Las to prepared to cast applicable previsions the "Natiocel Deafgn
iTT Stress-Grade Lumber and Its Fastenings" by National Luster Manufacturers Ateoctetion;
and "Cesigr Spec- :ficatiocs for Light Metal Plate Connected Vood Trusses" by Truna Fate institute.
V'KSNG Connector Flares ure 20 gauge galvanised steel and applied to both fats of each trues at each
o rF. LV LT. T - Ease eleeiee with egtal or greater stress values Lay Le eubetitvted.
FA FR :C..TTLF- _ Le e
L•_r.,ber must be accurately cut and fitted together so tLet ell ¢esters at each joint are
o cce coetact rg the soiota. Plate centerlines okall coincide with joint centerlines or shall te
located by circles un:ese otherwise 3T rnstoned. CVVEALL SFANS are based un nominal g" beor.rg widths
and may te increased by as much as 4" at each widestrne women using numit,al b" bearing widths,
permitting a maximum overall epan increase of 8'. LATERLL BRACING: This truss has teem designed
assuming the top chord is laterally braced at intervals not exceeaing y' -O" c.c. V; H:NG CCR•LCTOBS,
II :C., tease co reepoceibility for the erection of trusses in accordance with this design. reraooa
using euch trusses are cautioned to reek profess :oval advice in regard to safety precautions during
erection, proper handling, temporary bracing and permanent bracing which may be required in opecifle
applicetioee. NOTE: 1962 N.D.S. edition.
NOTE: All webs shall be 2X3 or 2X4
#1 Southern Fine, 1500f Industrial Fir,
or 1500f Industrial Hemlock.
NOTE: Only one Butt Joint A or B
permitted in bottom chord.
3 -8.1
2 -1/4"
1- 5/16 "_
r
ailtsa Lest
BUTT JOINT A
5 -8.1
40 1/8" for
*5 plate
5 -6.3
2.5
2
1 Camber 1/2" at centeC
t..-
On request, any public
building authority will be
sent a copy of this design
bearing an impression seal.
12
BUTT JOINT B
5 -6.3 to 25' -8"
4 -6.3 to 23' -8n
4 -5.4 to 21'-4"
3 -6.3 to 18' -8"
1 E N To n r5
L U M B E R 2x4
Max. Overall Spas Top Chord
41 Dense So. Pine
41 K.D. So. Pine
oel. Str. Fir
Sel. Str. t'.emlock
1 Sout hern Pine
a
b
0 R.13754 1
m
FORCE DIAGRAM
3-4.5
—Block for 45 plate
25' - 8n
R
12
4154
a
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 33304
2x4
ntm.Chord
25' -8"
1500f Ind. Doug. Fir 25' -0" 25' -8"
1500f Ind. Hemlock 2 '_8" 2r' -8.
NOTE: Hemlock to be V.C. Hemlock.
b 5654 c
3 26011
470 1 360ffC
4610#T
25' -0" Clear Span
12
1
10
L U M B E R
lax. Overall Spans
*2 K.D. So. Pine
#2 Southern Pine
1200f Ind. Doug. Fir
1200f Ind. Hemlock
m
2
5404
7804T
2 )4
Equal areas
3 -9.0 to 25' -8"
3 -8.1 to 23' -0"
3 -7.2 to 20' -8"
2x4
Top Chord
2x4
Btn.Chord
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 paf
33 - 1/3% unit
stress increase
Phone AC -305
566 -5'+7 '
Symmetrical
about
centerline.
3 -5.4
BUTT JOINT A
(2) 3 -4.5's &
(1) 5 -8.1
The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector.
DESIGN STANLARDS: This drawing Lee teen prepared to neet applicable previsions of the "National resign
Specification for Stress -Grade Lumber and its Fastenings' by National Luster ranutacturers Aesocietion;
and "Les_gr Specifications for Light retal Fate Connected 'Wood Trusses" by Truss Plate Institute.
VIKING Connector Pates are 20 gauge galvanised steel and applied to both faces of each trues at each
joint. I.LeSnra.ne aleciee with equal or greater stress values nay to substituted.
FABRICATION: Lumber must be accurately cut and fitted together so that all members at each joint are
In mace Contact org the ,joirte. Plate centerlines shall coincide with joint centerlines or shall to
located by circles unless otherwise n iTneioned. CCTRALL SFANS are Lased on nominal 4^ tearing widths
and say be increased by as much as 4" at each wider tearing w en using nominal 8" bearing widths,
permitting a maximum et span increase of 8 ". LATERAL BRACING: This truss has teen designed
assuming the top chord is laterally braced at intervaa not exceed;ng 3' -0" c.c. VIKING CLNyECTORS,
INC., bears no responsibility for the erection of trusses in accordance with this design. Fersuns
using euch tresses are cautioned to seek professional advice in regard to safety precautions during
erection, proper handling, temporary tracing and perxenert bracing which _ay be required in specific
application'NOTE: 1962 N.D.S. edition.
NOTE: All web members shall be 2X4
#1 Southern Fine, 1500f Industrial Fir
or 1500f Industrial Hemlock.
NOTE: Maximum of one (1) Butt Joint "A" or
two (2) Butt Joints "B" permitted in bottom chord.
\_ 1- 5/16 "__
Block
(Bottom chord lumber) 1
1/8"
VIKING CON
ALTERNATE JOINT B
3 -9.0
5 - 6.3
BUTT JOINT B
5 -9.0
•
1"
ECTORS
t _ Equal spaces
L U M B E R
Max. Overall Spans
%#1 Dense So. Fine
1 K.D. So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
J#1 Southern Pine
00f Ind. Doug. Fir
1500f Ind Hemlock
Symmetrical
about
centerline
12
2.5
CAMBER TOP & BOTTOM
CHORDS 1/2" AT CENTER
2x4
Pop Chord
29' -4"
29' -0"
28' -0"
NOTE: Hemlock to be W.C. Hemlock.
2x4
Btm.Chord
29
t
29'-4
29'-4"
28' -S" Clear span
L U M B E R
Max. Overall Spans
#2 K.D. So. Pine
#2 Southern Pine
1200f Ind. Doug. Fir
1200£ Ind. Hemlock
6260 #T
FORCE DIAGRAM
b
DESIGN LOADING
Ecof 45 psf
Ceiling 10 psf
270# Total 55 psf
33 -1/3% unit
a stress increase
f
d
c
b
a
Block 3 -4.5 Equal
(optional)
• areas
_iii3O0-0-wivr
2x4 2x4
Top Chord Btm.Chord ? o
q tr'
p ut
,.
N D
n m
R =1575#
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 333
11)
3 -12.6
.q
(d
H
Phone AC -305 u
566-5471 s
F / Q - /1,E 9 - 2.S - - �S
P4x•�� / d - 3 , Ex 4 gt / So. 94 n '#_
CSC 7
M= W L' /• 9= (9ox z)(s.s2) 9
Ax►a. Cor<<. ►� 5JQQ *c
(A)( �)(«c.)
t2a�� Jura / / 9G�S
= 340 i., -IG4s
M
(e) ( 6)(inC.)
3G
(5.89)03sO)CI.33) " G )(i oo) 1.
0.y82 , O, Sic
2.57•
3.22•
7.07•
9.00•
M3 Plata 3 -4.5
11.6
14 Plat. 4 -3.6
11.6
MS Plata 5-4.5
4.50'1
L.,
17 Plots 7 -4.5
51.8
0 9 Pieta 9 -7.2
64.8
3 -5.4
113.9
5-5.4
14.5
7 -5.4
MILTISPISE SIZES
4 -4.5
36.
9 -9.9
3-6.3 3 -7.2
16.2
5-6.3
7 -6.3
69.1
4 -5.4
18.5
17.4
5-7.2
l
132.4
9 -12.6
7 -9.9
113.4
3 -8.1 3 -9.0
20.8 l 23.1
4 -6.3 4 -8.1
26.1
5-6.1 5-9.0
40.5
7 -15.3
20.3
70.0
36.4
108.1
9 -16.2
145.1
VIRIN0 CONNECTORS, INC.
3 -9.9 3 -10.8
l
25.4
5-9.9
4 -9.9
46.5
31.9
27.8
5-12.6
56.7
. 7.2•
31.9 1.29" T
7�'
7.
4
1.29•
70 - 11 (hort:. etas. ere
s vertycel step■ re
1.93 except here shown).
7.2• I
f .663. ,t
.6 3• . �-- {+-- 1.6 r
5_T -21 (huts. etas. ere
and v.rttc.l .tap. era
1.286' except uhar..hoon).
4 -12.6
3 -12.6
32.4
40.5
5-14.4
66.8
3 -14.4
37,0
4 -14.4
46.4
5-16.0
81.0
2 7• I , 0.9"
2.57 • � -
I .285•
3T -1
i 3.6' _ 0.9"
M 11.265
1.285"
5.4.
30-12
1.6^
S.4• 1
Z- 2
Pza.. �61n
The VIKING Truss Fabricator most fu r nish a copy of this design to both tte builder and truss erector.
LESIGN STANDARDS: Th drawing has been prepared to meet applicable previsions of the "National Design
Specification for Stress -Grade Lumber and its Fastenings" by National Lumber ranufacturers Arsoc'at'on.
and "Lesigr Specifications for Light fete: Fate Connected L'ood Trusses" by Trues Plate institute.
VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each
joint. IIFSLH of the sane slec:es with equal or greater etress values :ay to subetituted.
FABRICATION: Lumber must to accurately cut and fitted taget'.er so that ell members at each joint are
in snug cootacK the joints. Pate centerlines shall coincide with joint centerlines or shall te
located by circles unless otterwise eneioced. OVtfALL SF'A.N are Lased on nominal 4" tearing widths
and may te increased by as much as 4" at each wider bearing n using nominal b" bearing widths,
permitting a maximum overall span increase of F ". LATERAL SILICA:, This truss Las been designed
assuming the top chord is laterally braced at intervals not exceeding 3' -0" c.c. VIKING CCNIECTOES,
i0., bears no responsibility for the erection of trusses in ace ordarce with this design. rersons
using euch trusses are cautioned to seek professional advice in legend to safety precautions during
erection, proper Candling, temporary bracing and permanent bracing which may te required in specific
applicet ione.
LUMBER
A- #1 Southern Pine.
B- #1 Southern Pine, 1500f Industrial Fir,
or 1500f Industrial Hemlock.
NOTE: k`eb members shall be 2X4B.
NOTE: Unit shall consist of two (2) trusses. Each truss shall
have VIKING CONNECTOR Plates on each face of each joint
shown. Unit shall be attached together with 12d nails
at 12" o.c.
Symmetrical
about
centerline.
NOTE: 1962 N.D.S. edition.
3-4.5
CAMBER TOP AND BOTTOM
CHORDS 5/8" AT CENTER.
VIKING CONNECTORS
On request, any public
building authority will Pe
sent a copy of this design
bearing an impression seal.
LUMBER
Max Overall Span
#1 Dense So. Pine
#1 K.D. So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
,1 Southern Fine
Construction Fir
Const. Hemlock
4 -5. & 7 -6.3___
3 - 4.5
Symmetrical
about
centerline.
Block
d
2x6
Top Chord
29 - 0"
27' - 8"
271 - O'
NOTE: Hemlock to be W.C. Hemlock.
1750#
4 /3
ti
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 33304
2x4
Btm.Chord
e
291 - 0"
168 #
17,250#C
12
L U M B E R
Max. Overall Spens
1500f Ind. Doug. Fix
1500f Ind. Hemlock
# K.D. So. Pine
#2 Southern Pine
175
Standard Fir
Standard Hemlock
1200f Ind. Doug. Fir
1200f Ind. Hemlock
2 1
12,300#T
5000#T
28'-4" Clear span
FORCE DIAGRAM
1 . 2
2.5
7' -0" Set Back
12 2, 530 C
3 -12.6
2x6
Top Chord
DESIGN LOADING
• rt
•
• a
N
ad
N
Roof 45 psf
Ceiling 10 psf
810 # Total 35 psf
33 - 1/3% unit
stress increase
D a
c
b
a
Ra33
Equal
areas
2x4
Btm.Chorc4 0
2 9' - n.
291 -0" n
0th
b rt
0
0
'd • all
•
�n
N
Phone AC -305
566-5471
9.00•
r i # D- 7//I- 2e5 - 28 -55 (N,
CsI
83 Plate 3 -4.5
2.57• 1
44 Plats 4 -3.6
3.22•
1.6
5 Plots 5-4.5
4.50
120.2
7.07•
87 Plet•
11.6
7 -4.5
31.6
49 Plato 9 -7.2
Loctdincl
Be cI
M = (WV = (/95)(733 a = / /bs,
P = Ax is l = 17 e5o
64.8
/3 z50 C /y,000 0 - /6s
(2) <893)(/350)(/.3 /- (') (6)./9)06,00)(/.374., )
3 -5.4
113.9 l
5-5.4
16.5
24.3
7 -5.4
NOLTISPISE SIZES
4 -4.5
38.2
9 -9.9
16.2 1
128.4
89.1
= I (y0 =6 7e = 3-'j11
(q q'') (SS Psi')
To Chord (r /a / ( = 9 Pg
B0fl 0►,l Chord _ / 13 Ply'
/ c7
(2) (A) (cJ )lr x..) 4
3 -6.3 3 -7.2
0.53 to 4 a '401
0. 937
4 -5.4
18.5
5-6.3 5-7.2
72.4
7 -6.3 7 -9.9
70.0
9 -12.6
44.5
l ne ( 2 Mery 6e rs
113.4
3 -8.1 3 -9.0
20.8 , 23.1
4 -6.3 4 -8.1
26.1
5-8.1 5-9.0
20.3
76.4
7 -15.3
178.1
9 -16.2
145.8
40.5
3 -9.9
25.4
5 -9.9
4 -9.9
44.5
(Z)(0)( {b ) (-roc ,)
VINING CONNECTORS, INC.
31.9
2.7• -fw,__.f 09•
7.2•
2.57•
1.285•
4.5•
37_10
1 31.9 2
1.29'
- 7,07•
13.6•I F 1
'
1T,285.
1.265• 1_ 5.4•
r hhh 37_12
y - 1.641' 4 F 5 , .64 -µ}ms
1 1
.643•_•,..1.6 5.4'
. 66)'
rend vertical ate • ere ! 6' area4Atn2
1.29.
1.8.- of-to- J-
77 -32 (harlr. atop• er.
EP vertical etep• r•
1.93• except where shown).
7.2• !
�e '
3 -10.8
27.8
5-12.6
56.7
(hotiz. etep• ere
D
1.286• except whore shown).
4 -12.6
2 -12.6
32.4
40.5
5 -14.4
64.8
3 -14.4
37.0
4 -14.4
46.4
5-18.0
81.0
DESIGN FOR 11' -0" SETBACK 2.5/12 HIP
OF 32' -8" SPAN, SPACED 2' -0" 0.C.
DESIGN LOADING
Live and dead load on roof - 45 psf
Dead load on ceiling - 10 psf
Total 55 psf
33 -1/3% allowable unit stress
increase.
a
CAMBER BOTTOM CHORD 1/2" AT CENTER
3 -6.3
Symmet ' about centerline
Alternate splice
7 -9.9
1X4 Con
Block
b
32' -8"
5 -6.3
VIKING CONNECTORS
The VIh1NG Truss Fabricator must furnish a copy of tads ces!gn to both the Dodder and truss erector. DEE1GN STi.,NOA.RDS, This drawing has
been prepared to meet applicable provisions of the 1062 coition of the "Rational Design Specification for Stress -Grade Lumber end :is
Fastenings. by Natlonel Lumber Manufacturers Association; and . Design Spec:fieet:ors fur Light Motel Plate Dunnected Wood Trwases" by
Truss Plate Institute. VIKING Connector Plates are 20 gauge gelvai.ed steel and applied to both feces of each truss at each joint.
Lwf6ER of the s r species Lit equal or greeter stress values nay be substituted. FABRICATION: Lumber must be accurately out and fitted
together ea thetal1 members et each joint ere in smug contact e:ong the joir ts. Plate centerlines shell coincide with joint centerlines
or shell be located by circles "9" a Less otherwise dimer6_luned. When unit consists of more that ore truss, fabricate each truss sep-
arately. Neil 2 trues units together with 12d n e t : s at 1 2 " c.c., 3 truss units together :6d nails at 16" . . c . , bolt 4 or m a writs to-
gether with 1 /2" ei.. bolts et ]' -0" c.c. in addition to 202 rails at :6" c.c. unless otherwise specified. DIERALL SPINS are Lased on
nominal 4" bearing wicths and may be increased by as much as 4" et each wider bearing when using romirel B" bearing widths, permitting e
mealmue Overall spar increase of B ". LATERAL BRACING: ?is truss is been designed assuming the top chord is laterally braced at inter-
vals not exceeding ]' -0" e.c. VIKING CONNECTORS, INC., beers no responsibility for the erection of tru in accordance ,,ith 121. deeigr
Persona ceing such trusses ere cautioned to seek professional advice in regard to safety precautions during erection, proper handling,
temporary bracing end permanent bracing which may be required in specific applications.
Minimum Top Chord
Lumbers Webs
Bottom Chord -
c
12
12
2.5
7 -9.9 if spliced
3 -9.0 if not spliced (dotted)
2X4 #1 Southern Pine.
3 -4.5
2.5
1
11' -0"
1435 N. E. 13th. Ave.
Ft. Lauderdale, Fla., 33304
FORCE DIAGRAM
1" = 2,000#
d
l 'N IN n ~' �
111 Y
CSI q - 2x4/5 .. Pure
7030 + 90 (4.85) 2 X /2 __
5 ,69 X /, 33x/35o 3.56 x /,-33x /O)c /010
65 -t- . 33¢ = , 9994 /, 0 O0
e
G n
7C" 1
W �G
t0
n �f
o t+
7
CO
n • LD
o
CO
•
y
H
n
Ph AC -305
566 -5471
\ /
BUTT JOINT
7 - 15.3
3-4.5
Symmetrical
about
centerline.
The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector.
DESIGN STANDARDS: This drawing has been prepared to meet applicable previsions of the "National Design
Specification for Stress -Grade Lumber end Its Fastenings" by National Lumber Canufacturers 6seociatioo;
and "Cesigr Specifications for Light Cete1 Plate Connected 'Wood Trusses" by Prue, Plate Institute.
VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each truss at each
joint. =Alt of the Sane alecies with equal or greater stress valuers nay to substituted.
FABRICATES Lumber must be accurately cut and fitted together so tLat all members at each joint are
in snug contac a ong the joints. Plate centerlines shall coincide with joint centerlines or shall be
located by circles unless otherwise OVERALL SPANS are based on nominal 4" bear::ng widths
and may be increased by as much as 4" at each wider tearing wf en using nominal 8" bearing widths,
permitting a maximum overall span increase of E ". LATERAL BRACING: This truss Las been designed
assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING Ctli:,ECTORS,
INC., bears no responsibility for the erection of trusses in accordance with this design. rersoua
using such trusses are cautioned to seek professional advice in regard to safety precautions during
erection, proper handling, temporary bracing and permanent bracing which may be required :n specific
applications. NOTE: 1962 N.D.S. edition.
LUMBER
A- 41 Southern Pine.
B- 41 Southern Pine, 1500f Industrial Fir,
or 1500f Industrial Hemlock.
NOTE: Web members shall be 2X4B.
1/8"
CAMBER TOP & BOTTOM
CHORDS 1/2" AT CENTER
3 -5. & 7 -6.3
IICIPdG CONNECTORS
Equal spaces
1 fi
3 -
L U M B E R
Max. Overall Spans
41 Dense So. Pine
41 K D So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
1 Southern Fine
Construction Fir
Coast. Hemlock
NOTE: Hemlock
vlIl
to
•
2x6
Top Chord
2
' - 8"
3 2' - 8 "
2'
be V.C. Hemlock.
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 33304
2x4
Btm.Chord
2
2'-8"
/ -790#0
790#
e / d 610#
7820 #C
5 ��.�
Symmetrical 6000#T
about L 1850#T
centerline. 32' -O "
2X4 #1 Southern Pine ONLY
3-4.5
9' -0" Setback
250 #T
6/54c 415
73040
FORCE DIAGRAM
L U M B E R
Max Overall Spens
1500f Ind. Doug. Fir
1500f Ind. Hemlock
#2 K.D. So. Pine
42 Southern Pine
Standard Fir
Standard Hemlock
1200f Ind. Doug. Fir
1200f Ind. Hemlock
1
7150#T
11500
Clear span
12
2.5
2x6
Top Chord
d
c R -1760#
b
a
3 -14.4
r� •
HIt, 4
0 °
Equal
areas
2x4
Btm.Chorc
32' - 8"
32' - 8,
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf
27 33 - /3% unit
stress increase
a
m r
4
w
0
H
N�
0
10 0
n H
6d
N
0 10
o cy
H
0
Phone AC -305
566 -5471
83 nets
2.57• 1
3.22• I
Piste 5-4.5
4.50
20 2
7.07
9.00.
CSI = M
(A) (Inc , ) (Z) (r6) (iu'.)
54 Plats 4 -3.6
51 91ets
y 91ate
D - NI 9 -'.5 Da fe : Dec, 301965
11.6
7 -4.5
31.8
9 -7.2
M= W(_Qz)( 12)/ 9 = (90)(3,8)'< /2) /. 9 -- 1130 I -Ib5
P= Anal rorce = 73oo ' c
64.5
13.9
5-5.4
4 -4.5
14.5
24.3
7 -5.4
36.2
9 -9.9
89.1
7? on
(89)0350)(/33) 9L (3.54))(I6o0)(i.33)
0.6 90
0.9/8
NUITISPIOE SIZES
3 -4.5 3 -5.4 3-6.3 3 -7.2
11.6 16.2 18.5 1
5-6.3
28.4
7 -6.3
44.5
4 -5.4
117.4
5-7.2
32.4
1
9 -12.6
7 -9.9
113.4
3 -8.1 3 -9.0
20.8 1 23.1
4 -6.3 4 -8.1
20.3
5-9.1
73.0
36.4
f O. ZZ8
7 -15.3
9 -16.2
26.1
5-9.0
40.5
108.1
145.5
3 -9.9
25.4
5-9.9
1.29•
4 -9.9
44.5
/'730 ,r)- Its
VIBING CONNECTORS, INC.
3 -10.8
31.9
7.2•
27.5
5-12.6
56.7
1.8• rt -�+--
72 -32 (horiz. steps ers
T.1 vertical steps ars
1.93• except where shown).
7.2 I
4 .643. 4 . 5 .
.643. 1
Z (horla. steps sr■
and vertical steps era
1.286' except where shown).
4 -12.6
3 -12.5
32.4
40.5
5-14
64.8
3 -14.4
37.0
f 1.8"
5.4•
4 -14.4
46.4
5-18
91.0
2.7"
t 2.57. 1
(' .29• 9.2 1.285'
J 7.07• 4.5• I
3i_10
i 0.9•
(1.6 H 285•
1.285• I
� � 5.4
32;12
8• . I -5
[ T. PreeTi.
T ��64•
The VIKING Trues Fabricator must furnish • copy of this design to both the builder and trues erector.
DESIGN STANDARDS:- This drawing has been prepared to meet applicable provisions of the "National Design
Specification for Stress -Grade Lumber and Its Fastenings' by National Lumber Manufacturers Association;
and 'Deaigr Specifications for Light Metal Plate Connected Wood Trustee" by Truss Plate Institute.
VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each truss at each
S oint. itralLg of the .ems ereciea with equal or greater stress values may be substituted.
PABRICATIO Lumber must be accurately cut and fitted together so that all members at each Joint are
n sT�" nug contact nIong the Joint.. Plat" centerline" shall coincide with Joint centerlines or shall be
located by circles unless otherwise CVLEALL SPANS are based on nominal 4" beeriinn4� widths
and may be increased by as much se 4" et each wider bearing when urine nominal b" bearing rldtis.
permitting a maximum overall "pen Spereaae of S. LATERAL BRACING: This truss has been designed
&amusing the top chord is laterally braced •t intervals not exceeding 3' -0' o.c. VIKING CCNNECTOIA,
INC., bears no responsibility for the erection of trusses in accordance with this design. Persons
using such trusses are to seek professional advice in regard to safety prtcautloes durir.g
erectloDo proper handling, temporary bracing and permanent breeing which tcaj bt required in "patois
applications. 196a
N,D.S. edition.. Hemlock to be Y.C. Hemlock.
Web Members shall be 214 - #1 Southern Pine,
1500 "f" Industrial Fir, or 1500 "f" Industrial Y. Hemlock.
NOTE: Unit shall consist of two (2) trusses.
Each tress shall have FIXING CONNECTOR Plates
. on each face of each joint shown. Trusses shall
be fastened together with 12d nails at 12" o.e.
3 -5.4
ALTERNATE JOINT
Born JOINT
1 7 -9.9
BUTT JOINT
9-16.2
Symmetrical
about
centerline
1/8'
1 /8"
3 -9.9
CAMBER TOP AND BOTTOM CHORD
1/2" AT CENTERLINE.
VIKING CNNECTORS
L U M B E R
Max. Overall S•e.ns
#1 Dense So. Pine
#1 B.D. So. Pine
Sel. Str. Fir
Sel. Str. Hemlock
J1 Southern Fine
Construction Fir
Const. Hemlock
1230#C
1230# i
a
b 1230#
Symmetrical
abort t. L2000#?
centerline
4
216
216
7 - 9.9
91111, . B1' ks 1 1 11
91.11-11111111 TWO EQUAL SPACES
3 -9.9
216
To Chord
34' - 8"
33' -8"
1
4
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 33304
6300#C
E aces
rE
216
Btm.Chord
Block
3
j41..8"
34' -8"
34'-0" Clear span
l�
2
L U M B E R
Max. Overall S ans
1500f Ind. Doug. Fir
1500f Ind. Hemlock
1200f
12
B.D. So. Pine
#2 Southern Pine
Standard Fir
Standard Hemlock
1800 #T
c 1410* / -
//
1200f Ind. Doug. Fir
Ind. Hemlock
2 -•� I6 0004
15.
2.5
7' -0" Set back
Top Chord
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf
795# 33 - 1/3% unit !
street; increase
T R.4050#
4-12.6
Egna1
areas
Btm.Chord
a
f
b
c
Phone AC-305
566 -5471
Fl LED -'7 1I- 2.5 -34.55 (HIP 41)
PANEL b-2
a
Ma x t2- 195;x 25 x s 5330 iN -tb5
II II
P. AXIAL FoQCI » 23, 500
C
DATE : A P2 1 L. 19, 19GG
2. 21G N °I 50uTNERLI PINE
M
N ( Fe.) (I tic) (Z) ( F-6) (► N C)
2 #c 5 3 3 0 ►,•1- I b s
(2) (8. 5(z)(t.33) (@) (8.19) (1(.00) (1.3)
o. + 0.153
63 Plot.
2.57•
3.22•
1.6
Pi P1.t.
4.50•
7.07•
• 9.00•
69 Piste
3-4.5
11.6
64 Plot. 4 -3.6
5-4.5
17 Plots 7-4.5
31.6
9-7.2
64.6
3-5.4
13.9
5 -5.4
24.3
7 -5.4
NIAtISPI9E 5IZE6
4 -4.5
114.5 1
30.2
9 -9.9
3-6.3 3 -1.2
[16.8 j
5-6.3
6.4
7 -6.3
89.1
116. 1
4-5.4
I17.
44.5
5-7.2
32.4
9 -12.6
7 -9.9
113.4
3-6.1 3 -9.0
23.1
4 -6.3 4 -8.1
26.1
5-6.1 5-9.0
40.5
7 -15.3
20.8 `
20.3
70.0
36.4
9 -16.2
106.1
145.8
3 -9.9
25.4
5-9.9
4 -9.9
44.5
VIRINO CONNECTORS, INC.
3 -10.6
31.9
127.8
5-12.6
36.7
1.29•
1.e• •1 - -
Lag, (do v r. st■p..r.
and vortical stops sr.
1.93' axc.p
31 �2 (hortr }t■ps .r.
U;1. v.rt1c41.ptipS or.
1.286• axc.pt whir. shorn).
4 -12.6
3 -1 2.6
32.4
40.5
5-14.4
64.6
3 -14.4
37.0
4 -14.4
46.4
3-18.0
61.0
9.2 l.zes•
4.s•
37 -IQ
3 • 0.9
0.5"- L7
t whore shown). - 1 1.6 1 ,265•
1.26 f
` 5.4•
•+� + 3t 12
._.
.643•
1 1 -T
ar..- 6sn
I
I '64 •
Copyright 1965 'Date June 1, 1965
Viking Connectors, Inc Dwg.L
3 -8.1 far 2.5 & over
1 3 -9.0 for 2.0
$ -9.9 for 1.5
/Bevel edges & attach to
— Hip truss with 3 "X8" nailplate at top &
(3) 168 nails in bottom chord (see detail
below for top chord attachment)
Hip #1
3T -10
Attach End Jack to Hip #1
i with (3) 168 nails et tap &
(2) 16d nails Ls bottom
Top View
7' -0" END JACK
TOP CHORD HIP JACK ATTACHMENTS
2X6 Ledger
3 "XB" Nail plate
End Jack (Top Chord
toe with (3) 16d
nail
_ll — t +- oe nails)
Hip Jack
HIP #1 (members as required)
1' -0" Corner Jack
3 -6.3 for 1.5 (a
x 3 -5.4 for 2.0 2
- r�
3 -4.5 for 2.5 P. over
HIP JACK
HIP
#1
Hip
Jack
Side View
(Endjack & ledger not shown)
1P JACK FRAM!NG 7' -O" SETBACK
2x4 I& 2x6 TOP CHORDS
Toe nail to
1 Jplete with (3)
♦ ♦ ♦ ♦ ♦♦ 168 nails
2X6 Ledger beveled on top &
attached to Hip truss with
(4) 168 nails at each truss member
in contact with ledger & 1/2" die.
bolts (a panel points. (hy builder).
Toe nail to plate
/ with (3) 168 nails.
3 -5.4
2X6 Ledger
5' -0" Corner Jack - 7' 0" end Jack 0 2' -0" o.c.
3' -0" Corner Jack
cii. rafter is structurally adequate
fnr all end Jacks, however larger
sizes are generally used to match top
chord size of standard truss.. If 2X6
or greater, use #1 So. Pine, Const. Fir
or Const. Hemlock.
Bevel edges &
toe nail to
plate & to Hip
Jack with (2)
16d nails
If necessary, bend plate
over top of Hip Jack.
Bend line
3 "XB" nail plate at 45"
1 1 1 / :" Attach with 12 nails
(6 each side of bend) & 2
i nails at bend.
1'
'4 " --- --__Hip #1
Bevel edges & attach to
Hip Jack with (2) 168 nails
top & bottom.
5' -0" CORNER JACK
TYPICAL TIE DOWN
3 -5.4
LUMBER
2' -0"
2' -0"
2' -0"
1' -0"
L
Bd nail
2X4 or 2X3 #1 materiel
1\_ 3 -5.4 for 2: & over
q 3 -6.3 for 2.0
fn1 for 1.5
Bevel edges & attach to Hip Jack
NOTE: with (2) 168 nails top & bottom.
1' -0" Corner Jack
3' -0" CORNER JACK
Toe nail to plate
with (2) 16d nails.
Toe nail to
plate with
(2) 168 nails.
All lumber shall be 2X4
#1 Southern Pine, 1500f
Industrial Fir or 1500f
Industrial Hemlock except
where shown.
1/6" X 1" Anchor strap
bent over top chord
(by builder)
Pg. 69
u\
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I n
0 \D
0 u\
0
style
D
JAC
(set)
pitch
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7
pet'
55
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