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KEA
b
DRAWN alf
REVISED
1.1._ IEv rycioN
164\/ 3 moN
1OT 131,-).1 ?.,1 •K.1(j
K.70 flpvii
• t 0 Pt s u
DRAWING NUMBER
MACS IS U.S.A.
28301
...41A.61.-nor41
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,, LOC,Vr101•1. PLAti
. SCALtIt l 4 20')
X hereby .:ertify, that the attached akotch of 3 urvoy shows a true survey of Lot 25 ar:d
tho C 42.56 feet of Lot 26, Block 46 of AN A1IND110 PLAT OF :MAX 51101 SIMION 1
aecordtr to tho plat thereOe recorded in plat book 10 at page 70 oe the public rflcords
of Dade 0 :Sunty, Viorida.
a
i 1, ->o ,k t o u t u c ia ii r th
. ie s of 'e above described prope n w
rty have been as shon on th
ta e
That this iprogesit was vacant December 1, 1966.
That the fiences, tt edge and pole are located on„ adjacent to this property A 9 3 110',111 •
. fi iy 13 1 - 1C:i ci t/ - t 11 ill day oe Dec ku
ember A. D. 1%6 at ;IiJi, Vlorida.
:
Pqoistered Civil Dujineer tb,4246.Registered Land airvoyor :'
- 7 :Jack T. Gara - - State of Vlorida
. 1
1
t
H. O. °ARIUS — CIVIL MIO CORSULIINO ENGINF.E11— LAN° SURVEYOR — MIAMI — Fianiolt F 13 I c '
4 2.L T
/do/
•■■•••••••...6..■- _
7o
94 I".
sr; •
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ri - Z 1
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• M•E. f , - ) 3 ‘iq-3 $ • r..
- IA
•- r--
(
170 I
0110 NO. 91(3'• FIE.V.: NO.
7 4, 2...VA, ALM.1.... r.—
n
Copyright 1965
Viking Connectors, Inc.
I1 %ate Feb 1, 1965 I LEVEL SOFFIT OVERHANG DETAILS
-Wedge Block
8d Nail
Z -5 f
r A
Up to 12"
Z = 5's
3 -4.5
—2xa
{ L 2x4 77
;. f: ` Sub -facia
2x4 Ledger 2x4 TC over 36" to 56" (by Builder)
bolted 46" c.c. 2x6 TC over 42" to 56" ...I I
(By Builder)
hEV
T.C. = Top Chord
X = 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 psf or where specified in
Building Code. See Anchorage
Details for further
information.
/Xl Z -5's
2x4
ledger
bolted every 48" o.c.
(by Builder)
2.5/ 12 Pitch & Over
Use this style "C" when "a" dimension
is not larger than "b" dimension
��01oc
Style C -� T
2x4
36" or 42" max.
•
Styles C or O (over 12" to 36" for 2x4 T.C.)
as applicable (over 12" to 42" for 2x6 T.C.)
2x4 ledger bolted
24" o.c. (By
Builder)
Near Side
Far Side
p , -_ 3 -5.
4 - _ S b -facia
2X4 E by Builder)
Over 36" to 56" for 2x4 Tap I Chord
1
Over 42" to 56" for 2x6 Top • Chord
' Far Side
�--._ - -` \ - \ ■ ∎
? l Z `a ,
- - c
(typ)
r +
-2x4
Under 2.5/12 Pitch
Z -5
Wedge
r
t 3 8d Nail
Up to 24"
36" or 42" max.
2x4
over 56" to 72"
this style "0" for all other conditions
_` up to specified distances of 36" or 42"
Use
• `� 3 -4.5
2x4
2x4
Near Side
\_ � 3 -4.5
(by Builder)
Z -5's
(typ)
3 -4.5
2x4 Top Chord
2x6 Top Chord
2x4, Sub -facia
(by Builder)
2x4 ledger Over 56" to 72" 3 -6.3
bolted 24"
C. C.
T
n v,
0
Rev.
"t,le
OV 1
LEVEL
SCFFIT
OVER-
HANG
DETAILS
1 -7 -66
w..
1 Valley
4
-C---
1 Vi Icing Connectors, Inc. li.,._,_,,., r 7 .1ttli i t'lriTt 3.1(:( 911.1ItS
Copyright 1355 Date Feb. 1, 1365
J1hV i'!LI.T 3 3'
1'. 11'...111.1 Un-f11.11.1 3A
';!-! -- --
3 :- tr..12 L•? :I t,sy irtatle:t with
es2t11 Is 1.Aird cr ftate:-A 11
1 --. — - - - --
,1 - ,_ 457'4.5 (1) 35,1 ,'sil tz lAttillly '.1412 UA
',.I 1-----2---- ----- r.!!al_:1 of Vita trLitts j':.anl is
Velley_a.hlit C
12' ; 1tr,alts A n...t A11N1F1 *A
5T-21
- -
L 1'111)2i , ) 15
4 5f 1 21 -- A
3-4.5
3-4•5
,„„, _
r 3-4.5 1d il into
1 imini,%tm of ors
S rt/n
Z-5 :ty: 1 - -----
n .
s:ech ti_ ts top
____--t„, !...,,,..1. ! t'attP..m-c;,.rfs.
- ili--- .---:
a
r --‹....i.‘ tin C*t tl catch
- t../p cl:kfs 2 C c.c.' L- pitch.
E ZO
,„2 3'-5 -.-. , - .—
.:n --
ef -T pion]. plata to be ,ted in splicing either
30'-5 _„-- t !p cr bottom chors.
11 ---111 1
12
1 -151 :.ti 0 ls : - 1,11.1 ti ...it-..,h i
--..
.--1-3/P
* . i I I - - - - . - 1 ,
2
=,:: ,,-
r i -- ,„ LittIll bitcsseo.*Ut1 '..1 1.,4 ' IC
af tar attics1 ct.tar. t/itA 5' :r LA
I
N kl4titti :i. !!
...s..*: tz ccJla IA u -,11-5 (topical)
0 csn ,.l
I
1- ' - ' 1--- i.:' 2 L. i I.2.!....1:1 !_ch ao T I
— --- - -- --- - --
* _
),t141 al.:I.:14 1
5T-21 t 50
tr 30'-5"
51-21
AtAl JACI MARS
1-5.4
Z-5
EILAL i liAS15 at 5'-5 i
/
Length ts 7.111/1
IMt11 Tif.11t5
111
A tri E els typical ,!1111
16 1,:!..71d1 J1 el j Utg 1 11.3 1U'
tr-L3 li to Ls S i3 f'S
sllsi tewrtis lcuor Icart Vs 20
yailay
tansy trwritS run 0*;.roditAhe (im
the t)
1VP1CAL LA;ER OILLEy
This Piggy-3aok :atail 13 teken 13 on Lop
of Hip #1.
Figgy-Eacks ffke the sawe in struct_xel constrotion E3
3.12y3 except for 's,eps, and tha nttos se;e of the
bottom chord is not taveled. PlacaAent in the lollilding
13 in the :'sit s ofrection to Valleys, (Plecartent is
parallel to and Dn top of the swppertirg truteas). Fee
lAPORTANT NOTE at tha right.
Plata S,' hinter eata that sppliss to Valleys &Love
also spplita to Piggy-Pecks pf tha aama
11 -c!J:221
.P11 1 I,I .ql1 3
P PlewiTi'V-, i
I
strittrs.
C,03111,11:J3 “1311t1 13 ;1,11
f - Extra!te fitsr in
t i10 psi Tessiun parallal to ;rain
E 1,540.0!A ,ioc'ult,s of Elasticity
1 Oar1 ahall to 2x4 minicr-s
tt,s E;Hard L:3 2*3
mirls!_s
apll ts 2x3 minia,s
nitts - 41king Co:!rector Plates
L1 ti La,ga ;,a1 atsal and
spplied to toth feces of etch tr,as at
tech
jilt.
V). t
,4 2 c
1
3-5.5 :'.11*h_t ---
I _I
r LiPURTAAT ZdEj
Piy;y Sack units ii Lit
iirsotly aLaoya ;.trallel to
th, tr....Etas wsfar-
•eath and tharefols da nat •
lattrally treca t!.3 tvwea
top
To La sswra that Vs as,:!porting
tinwstis ts 7::12I(;3
'*, of Vs falltriiog itstbofs
, I i
1 .111 4 ' ti.!oiog ths m_st
- or - Continco,s lateial bracing.
:Tic 1 - Extend and attach ell sheathing
Afole applyiA Fig2y Eack units.
GPTIA *2 - Extend hnd attach a portion of the
h g ao thers is P-D" cr ltas tat•ean 1313 of
GPTION #3 - Frovi:.a contirt!oas latals1 bracing (1X4)
to tha Bottum edge wf tha truss tap chord ao there is
3T-0" sr lsts tataaen 1 of lats/al bracing. Attach
with (2) 81 rails to Lech trots.
—
L11," POOF1N3
H't •VY ROOF INS
Asoh,t sings
Sheet 1ta1
Aluminum, etc.
51 :LP,
LDE .,
Ta. a
,:errel
711,
tt
tile,
etc.
Copyright 113 Date '.cie 1, 1565
Viking Connector - Dw .4
3- MEX. for 2X4 Tro Chi-
12-0 Ma . ± Top Chore:
/
---- --
..---- Z-5 (tvo) 'eit ''''''R
- — 7 &[J T' j 1 4
16d nail -{lh
All vertical webs sr 2'-0" 2.C.
5T-21 to 30'-5"
5-6.3 over 30'-1"
1 2X4 lateral brace
required wA(
length of center
vertical merdbr ex-
CE2 6'-6".
ri
D
5T-21 to 30'-3"
5-6.3 over 30'-5"
1
WITH OUILOOXERS
able Ecd tails WITH
OUTLOCKER5 he,.E the $:311 :J110:]:
and plate reruiremerts Lb
2able E WilHDUT OJTLD0hER5
(shove) e,cot es Oeteiled
End Well
End Wall
NOTE: 3 dimensior T_LL .L7
larger tnor ', Ji - F.
WINOUT OUTLOOKERS
3
WiX4 #1 Southern Pl.le f_151 Ind. Fir
cr 150f Inr.H.-m.pck
Dime sion"3"
3'-0"Max.(Lt.Roofirg) to
2'-6"Max.(Hvy.Rocting ":-"vto
au equal or larger
Gable End ■h,n Dim, "a"'
1-US S SPAN
2 :Lath or fuirirg strips
Dimension "B" Dimansipr "A' -
(Lt to s'-0
3'-6" Max.(Hvy.Boofing,
T - Nailer between members —
:able End
Lti 22 furring strips
GABLE END IIET,ALS
5-5.4 to 30'-5"
5-6.3 over 30'-E°
All vertical wets
spaced 2'-C," c.c.
----_ ------- Z-5 (typical)
--- ----_71:
I vertical
webs 1_12
-__N Pitch to
5'-3" spaced -____
Max. 2'-0"
3.C.
/."- 1 SO - • rails S. framing
clip - • for LE.2. outlooker
up tr_■eses
Dim. 'A" is
over 2'-U".
1
OutIpcker(sing...e 2'-'3" c.c.)
12Y.6 #1 Sc. Pine, Const. 'r, or Lomat. Hemlock
Jr"
16d nails i
framing clip fur
Each dutluckar
JJble
Trusses
LUMBER
All lu,d:r 51 • :e U171.1
#1 Soutrer:, P 150f Incustri(
Fir, cr 15. . Hemlock.
TOP Cr0;.D 5h31 Pe 2X4
2OTT0A E 311 33 2X3 fri^IMUM.
Webs sr.-H.1 he "3 mirimm.
PLA1ES- JII1N '=unfleotcr Plates are
20 gaugu , siva. , ..zed steel and
applied to both faces of Each truss
at Each joint.
1" Nominal shu..thing or 5/6" oly(ood
7 7 = --
1-31
tr_Isses
4--- '" c.c.
HANG TT OW TL
Tv el =•=rtion)
Heel Detail 4
2'-0" L.L. For Si G. .1cu
4.-0" c.c. For D'ai 0(1.1ocksere
Outlobker
(typical)
/ 77
3so1e & (russ
T' SPA
MLEVAT1PJ .1F HE
W-.S
She __
athing N, tlo,er (Single E0 2 DETAIL ITH DUTL03
'-D" O.C.1
',.PECIFIZATION
stn r _
rir t:
AL1ERNATE CEILING FRAMING
:able Ent
?X41 16' (r . 4" c.o.
-
1X3 or 1X4 2'-(," c.c. and runrir
in the same direction as the truss
bottom chors.
Continuous neilEr.
GAB
3 -1/4" __
The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector.
LES GN STEFrIE.S: This drawing Las teen prepared to :loot pl' able provisions of the 'National resign
ITicificatluD or Stress- Grade Luster and its Fastenings by rational Lumber aanufactru ors Association;
and "res'_gr Specifications for Light Cetal Plate Connected 'rood Trusses" ty To Plate Institute.
VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each trues et each
rcTr.� tlirSK - C oFi:re — ease siecies with equal or greater stress values slay to substituted.
FABR.ICATICFe Luster must be accurately cut and fitted tcE;etter so that el' menters at each ; o int are
in snug contact along the 'o'_nte. Plate centerlines shall coincide with joist centerlines or shall to
located by circles unless otherwise dTnsioned. CCEEALL Si ANS ere based on nominal 4" Leering widths
and may to increased by es much as 4" at each wider bearlu en using nominal B" tearing widths,
permitting a naximum overall span increase of b ". LAIEPEL BEAC:Nl: This truss 'has teen designed
aliens ing the top chord is 1st eraliy traced at £nterva e not e ,needing 3' -0" c.c. VIKING CCU :
INC., tears no responsibility for tLe erection of trusses in accordance with this design. Fersons
using such trusses are cautioned to seek professions: advice :n regard to safety precautions during
erection, proper handling, t esporary brae:rig and permanent brae ing which may to required in specific
applications• NOTE: 1962 N.D.S. edition.
NODE: All webs shall be 2X4 - #1 Southern Fine,
1500f Industrial Fir, or 1500f Industrial Hemlock.
NOTE: For opposite end of
Truss see: D- HOW- 2.5- 38 -55.
7T - 32
BUTT JOINT
5 -12.6
1/4'!
2X6
Wedge
BUTT JOINT
1x4 Continuous lateral
bracing. Attach with
(2) 8d nails.
12
2"
7 -5.4
2 "—
i
2.5 -1 -3/4 " 2x4
4 -14.4 3 - 7.2
Over 2' -3" to 3' -0"
12
34' -8" Maximum Length of Eottom Chord
Equal
areas
2.5
Camber Bottom Chord to match adjacent Trusses
VaKobG CO*CTOaS
L U M B E R I 2x6 2x4
Max. Overall Spans To Chord Btm.Chcrd
#1 tense So. Fine
# K.D. So. Pine
Sel. Str. Fir
Eel. Str. Hemlock
#1 Southern Pine
Construction Fir
Coast. iemlock
Wedge r
i
3'T -10 4 -12.6 3 -6.3
NOTE: Hemlock to be V.C. Hemlock.
-0" Maximum
Overhang
Equal
areas
Over 9" to 2' -3"
-
1-35 N.E. 13th Avenue
Fort Lauderdale, Florida, 333
34' - 34' - Standard Fir
34' -8"
34' -8"
480#
5860#0 2
a 57 4o#T
R g
A 31' -2"
j' -0" WEDGE CANTILEVER
b 935#
480# i } '� 80#0
682
a
Z
R L
2' -0" Maximum '
•
Overhang
b 93
1 3 63 0 # G 3 3 9 0# 725#
2 2_4 �► 3930}
c a
3995#T � b r
575#2
6680#T
g
935#T
34' -0" Clear span
BASIC TRUSS
1,2
5,6
L U M B E R
Max. Overall Spars
150Cf Ind. Doug. Fir
1500f Ind. Hemlock
K D. So. Pine
,'#2 Southern Fine
Standard Hemlock
1200f Ind. Doug. Fir
1200f Ind. Hemlock
810#
c 910# d - e
1,2
FORCE DIAGRAM
0 910# d
935#
4 - 0 e r4 •�:
n00-01:-.;4 660 I f
6680 #T L
R
4
NOTE: For cantilevers of less than 9"
use Basic Truss D- HOW- 2.5- 58 -55.
3
FORCE DIAGRAM
2x6
Top Chord
2x4
ntm.Chor
34, -8"
3 -8"
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33-1/3% unit
stress increase
3' -2"
a
b
c R L -1680#
d • Net R
e
f 1510#
0
3
• R R =1870##
e
f
a r-
b R L =1870#
H
Phone AC -305
566 -5471
F, le D- HOW - c - 2.5 - 3 - 5 5 C M Qa, : June 1
Pa -rle/ e -6
CSI
2x 6 4/ / So. / .
M tiv ,2 9 = (90)(Z 9) 9 = 7500 ii -/6s
Ax1a -1 4orzc. = P= 3930
P
(AV/ )(inc.)
3930 *C
(9./V)(350)
O. 3/8 ,
0. 902
f
75 10 -MS
(8. 57) C/500)
)
M
( ?)C''6)
#3 Plate
2.57• I
3.22•
#4 Plots 4 -3.6
5 Piet•
4.50•
7.07•
9.00
Y7 Plate
Y9 P1et■ 9 -7.2
MULTISPIME SIZES
3 -4.5 3 -5.4 3 -6.3 3 -7.2 3 -8.1 3 -9.0
16.2 } 18.5 20.9 23.1
4 -4.5 4 -5.4 4 -6.3 4 -8.1
11.6
11.6
5-4.5 5-5.4 5-6.3 5-7.2 5-8.1 5-9.0
20.2
31.8
64.8
13.9
14.5
24.3
38.2
9 -9.9
28.4
44.5
89.1
17.4
32.4
9 -12.6
20.3
36.4
7 -4.5 7 -5.4 7 -6.3 7 -9.9 7 -15.3
70.0
113.4
9 -16.2
26.1
40.5
108.1
145.8
3 -9.9
25.4
5 -9.9
44.5
4 -9.9
LIMING CONNECTORS, INC.
3 -10.8
[7.8
31.9
5 -12.6
56.7
1.29• T
7.07•
1.B• -H -}s-
7T -32 (horiz. steps ers
0.9• end vertical steps ere
1.93• except where shown).
.643. 4t5•
.6 3 •. � 1.B.
5T -21 (hariz. steps era
fi end vertical steps ere
1.286• except where shown).
3-12.6
32.5
4 -12.6
40.5
5 -14.4
64.6
3 -14.4
37.0
4 -14.4
46.4
5-18.0
81.0
2.7•- 0.9
2.57 J
9.2
1.285•
,4.5
r 37__10
L 7,285•
1.285
�_ S. W
37 -12
.64• -1 .-
1
Z -5
1. B' Pree9.61n2
s
•
Tie SIRING Truss Fabricator out furnish a copy of this design to both the builder and true er
LESIGN STANrkRDS: This di swing Lae teen prepared to rest appl:ceb :e provisions of the 'Nation1 resign
1T`- cafIua f r Stiers -Grade Lumber and Its Fastenings" by Natiocel Linter ranufacturers Atsociatlon;
and "Iee'gr :prcif.cations for L!ght Ceta1 Kate Connected food Truffes" ty Truss Kate Institute.
VISING Connector Plates are 20 gauge gaivanfced steel and applied to both .facts of each trues at each
nos Ilrlint - or tie care slecfes with ecfs1 or grtater stress values =ay to substituted.
FA BBICAT:C1Po Luster oust be accurately cut end fitted together co that ell seotrra at tech joint er
in snug contoc oZg tie joints. Elate centerlines OLa11 cc nc :de with joint cetterl:tes or shell to
located by circles unless otierwiee eneioted. Ct CFALL SFANS are lased on nominal a" to :arir widths
end Lay to 'increased by us much se 4" et each wider Eeurleg wren ush.g nominal b" tearing widths,
permitting a iaxinum aver ell Flan `increase of E. LA1!P.AL SE AC:N.: mb;s truss Las been Lis`. gted
ste•...ming tie top chord is :sterally traced et '_ntervels nut erceed_::g j' -0" o•c. 9=1(:NG CCtS ECTOES,
INC., tears no responsibility for tie erection of trusses in accordance with this deafen. iercots
using such truseee are cautioned to seek profess iuuel advice :r. : egard to safety precautIons during
erection, proper Candling, tcaporary bracing and percatett trec :ng which lay to required in sl.ecif_c
applicatione.NuTE: 1962 Y.D.S. edition.
NOTE: All webs shall be 2E4 #1 Southern Fine
1500f Industrial Fir, or 1500f Industrial Hemlock.
NOTE: For oppoeite end
of trues see:
D HOW 2 .5- 27 -55.
52 -21
2 -1/4"
BUTT 7011T
5 -8.1 & 4 -5.4
2.5
•
2 -1/2"
Rotates fro& L/5
Rotates
to
vertical
To L/4
5-9.9
4 - 5. 4
L.26' -8" .Maximum Bottom Chord Length
Camber Bottom Chord to Match Adjacent Trusses
VIKING CONCTcnts
12
Over L/5
L U M B E R 2x4
tax. 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. Do . Fir
NOTE: Hemlock to be W. C. Hemlock.
T Cember this
end lip 1 /4
2 -0" Maximus
Overhan6
3-6.3
Equal
SLIMS
ti
■
a ` 222
2175:1T
I gL
b
385,#
a 1 0
2 970,!2
R L
2' -0" Maximus
Overhang
715#
2x4
Btm.Chord
26' -8" 26' -8"
26'_8" 26' -8"
,1500E Znd. Hemlock 26'-4" 26' -8"
1 N.E. 13th Avenue
Fort Lauderdale, Florida, 33 30
62O#C_ 660# d 735,E
385# b 7150 0
L/4 CANTILEVER
g
20' -10"
g
19' - 4" RB 71-0•
a 660# d
735#
25000 2 1:; +
L/5 CANTILEVER
Camber this
end up 1/4"
LUMBER
r ax. Overall SpEns
#2 K.D. So. Fine
#2 Southern Pine
120Cf Ind. Dot Fir
120Cf Ind. Hemlock
1,2
2275#C
e 620#
27050C
e 620#
7654 4220,00 a 2885#C
11 5'-6 "
e
a
b
2x4
Top Chord
6
FORCE DIAGRAM
OV
R R•2105#
2x4
Etm.Ctord
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf
29 2940 f --stress unit
_J _ stress increase
�l
a
1,2 n o g 5 L -840
I
e
f
R.2275#
0
r
1-w
J1
0
0
L.Luiu/f
5 t,
FORCE DIAGRAM
vi
fV
al
T
w
Phone AC -305
566-5471
0- KOW (-rc) - 2, 5 - a /(e SS C3/y)_
Rana e -6 2x 4 ' j ° . Pine
M =
wil 9 = (90)(.9S) - '02) /• 9 = 1-IZSO /63
A x i a. I Force = P- 2 990 'Jr
13 Pleb
2.57•
!4 Plots 4 -3.6
3.22•I
!� Pleb
4.50.
7.07•
9.00•
!7 Plate
3 -4.5
,11.6
11.6
9-4•5
R
7 -4.5
31.8
,, Plata 9 -7.2
64.6
CS =
3 -5.4 3-6.3
(13.9
5-5.4
4 -4.5
14.5
24.3
MULTISPIME SIZES
7 -5.4
36.2
9 -9.9
16.2
5-6.3
128.4
7 -6.3
69.1
4 -5.4
17.4
46.5
3 -7.2 3 -e.1
18.5 1
5-7.2 5-8.1
32.4
9 -12.6
7 -9.9
P
(A) (6) ( /,x. )
2990°T
/./
20.8
4 -6.3
20.3
36.4
113.4
0,339 L 0.795
l
i
7 -19.3
9 -16.2
3 -9.0 3 -9.9
23.1
26.1
5-9.0
4 -9.1
40.5
108.1
145.8
25.4
5-9.9
-
/ 4-1250 /n - /bs
6. ) C/5
1
4 -9.9
V:N1N3 CONNECTORS, INC.
3 -10.8
31.9
46.5
27.8
5-12.6
56.7
1 .8• - •I
7T-32 (horlr. •tape ere
9 verticel steps ere
1.93• except where •hewn).
M
7.2• 1 7�
i
.643• _ . 4._ 1.8•
5T -21 (horlr. steps ere
E9rsnd vortical steps ere
1.266 except where shown).
(Z) ( Ib) (, nc. )
4 -12.6
3 -12.6
32.4
40.5
5-14.4
64.6
3 -14.4
37.0
4 -14.4
46.4
5-18.0
81.0
2.7• 0.9•
2.5.1{ L i
9. 1.265•
r 3T -30 • 1
3.6 1. 0.9'
�1.6 265'
1.265'
-5.4• 4
3T -12
.64•- .Tir
f II 1.8'
f
5
�- 2 -5
9 1.8 0ree-T,-,61n2
The VIKING Truss Fabricator rust furnish a copy of this design to both the builder and trues erector.
LESIA STANTARDS, This drawing hes teen prepared to meet applicable provisions of the National resign
Specification fur Stress -Grade lumber and Its Fastenings" by National Lumber nufactu ens Arn.,ciatlon;
and "resign Specifications for Light Y.etal Plate Connected 'Wood Trusses" by Trues Plate Institute.
VIKING Connector Plates ere 20 gauge ga ivanired steel and applied to both face. of Each trues at each
reTnf - tUffb .r71 11 ewe species with equal or greater ctrees ca:ues :.ay be eutetituted.
FABBICATYt Lumber must to accurately cut and fitted together so that all seaters et each joint ere
_a snug contecf - n - Ig the joints. Pete centerlines shah coincide with joint centerlines or shall to
located by circles unless otherwise diaeneicned. CSCEALL SILOS are paused on coxinal 4" peering widths
and _ay to increased by as much es 4" at each wider Leering wT.;n usirg ccmiral S tearing widths,
permitting a aaximum overall span increase of 5 ". IATLPAL Bt ECING: This truss Yes teen designed
ass sang the top chord is laterally braced at CntercaTs not er.ceeiing 3' -0" c.c. VIKING CENAECTCBS,
iNC., tears no responsibility for the erection of trusties in accordance with this des!gr. Fer'avna
using such truscea are cautioned to seek profeeniuual advice in regard to safety precautions d• - ir.g
erection, proper handling, temporary bracing and permanent bracing which may be required in vpecific
applications.
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 3
permitted in bottom chord.
3 -8.1
If
NOTE: 1962 N.D.S. edition.
2 -1 /4"
1 - 5/16 "_
5T -21
BUTT JOINT A
5 - 8.1
1 /8" for -
#5 plate
2.5
Camber 1/2" at center
1
12
'
BUTT JOINT B
5 -6.3
4 -6.3
4 -
3 -6.3
VI I CONNIFC, ii
to 25' -8"
to 23' -8"
to 21'-4"
to 18' -.8"
ct
LUMBER R .� —
2x4
Max. Cverall Spe Top Chord
#1 Dense So. Fine
j}1 K.D. So. Pine
Sel. Str. Fir
Eel. Str. Hemlock
,1 Southern Pine
100f Ind. Doufi. Fir 2 ' -0" 25'_8"
1500E Ind. Hemlock 23' -0" 75 •
NOTE: Hemlock to to W.C. Hemlock.
__
m R=1375#
F0RCE DIAGRAM
3T -10
Tz
Block for #5 plate
1435 N.E. 13th Avecue
12
I 42
a
R 25' -0" Clear :pen
2.5
Fort Lalaerdale, Florida, 33304
2x4 LUMBER
Etm.Chord Max. Overall Spans
2 K.D. So. Pine
#2 Southern Pine
J` #
415* b 32604
1 - jF C¢
4610#T
1200f Ind. Doug. Fir
1200f Ind. Hemlock
M 2/O
-- E•11191 .91253
rf_
L`
[ --a9.o to 25'_
.1 to 23' -O
-'7.2 to 20'-3" J {{
M a
780#T
1,
LESIGN LOADING
Ecof 45 psf
Ceiling 10 psf
Total 55 psf
3.3-2/3% unit
stress increase
r J1 ° v
5 -54'71
FILE - Q6z 5 -
Po_ he / LD -1
P, Plots 3-4.5
2.57. L.6 i
#4 Pleto
3.22. I
Pet'
4.50•
S9 d9 Plets
9.00. 1
4-3.6
1 ,11.61
131.8
x 4 7 5, Pine
M kv,r /9 = (9o)(5.63) / 9 -_-_ sco
A x/a I Force = P: 4700 d C
c sr
zoo L0.6L.
89,y/3s0)(/, -J 3)
7-4.5 7-5.4
33.2
0. , 533
4-4.5
14.3 1
9-7.2 9-9.9
59.1
7-9.3
L
P
O.
MULIISPIKE 91ZES
3-5.4 34.3 3-7.2
13.9j [12 [8.5
4-5.4 4-6.3
1 17.4 L0.3
5.4.5 5-5.45-64 5-7.2 5-8.1
[24.3 28.4 1 [32.4 [36.4
0.2 r
7-9.9
9-12.6 9-19.2
113.4
(z)(c6)6,70
3-9.0 3-9.9 3-10.8 3-12.6 3-14.4
20.6 F23.1 [2%4 [27.8 c2.4 r:7
145.8
7-15.3
119.1
4-9.1
129.1
DATE' • UNC /9,5 9 6 5
..a...exacounwarear-Amaz
e00
(3. 5) Soo) ( /. 33)
. 121eING CUNNEC7C95, INC.
4-9.9
5-9.9 5-12.6
1 [44.5
[5.7
H
1.25"
1
1.29. 1
77:32 (hurts. eteps ere
0.9. and Lertlpel steps tis
1.93• except where etT.4n).
7.27"
7.2.
.E43
.1
4-12.6
[40.5
4-14.4
149.4
5-14.4 5-18.0
I 9 4 .5
I 81.0
2.7" +Is- 0.9.
1- 9 . 2 i1.285.
1..4.
37:10
6
1.65
5.4. I
37-12
ri 1.6 .
5.4"
T
51-21 (horiz. steps ere
1.6
T.V ,ert1cel steps ere pji161n2
1.256" except where shown).
f ---; f
•
b
40'_pa
2x4
Btm.Chord
40
The VIKING Truss Fabricator must furnish a copy of this design to both t'te builder and trine erector.
DESIGN STA.vrAEDS. This drawing has teen prepared to meet applicable prcvieions of the "National Design
Specification for Stress Grade Lumber and its Fastenings" by National Lumber Nanufact'uers A eoc'a'1 n'
and "resign Specifications for Light Cetel Plate Connected 'flood Trusses" by Truss Plate Institute.
v:K :NG Connector Plates ere 20 gauge galvanized steel and applied to both faces of each truss at each
Joint. ILN,BEH oTTe - name slecies with equel ur greater stress values nay be eutetituted.
FABEICAT7CIT Lumber must to accurately cut and fitted tcgetter so that all members at each joint are
in snug contacEThrEg the joints. Plate centerlines shall coincide with joint centerlines or shall to
located by circles unless of Lerwise - a=nsioned. CVEEALL SfeNS are Lased on nominal 4" bearing widths
• and may be increased - by as much as 4" at each wider bearing w en using numiu.al 5" tearing widths,
permitting a maximum overall span increase of 8 ". LA1E:PAL BEECING, This truss Las teen designed
eesumin.g the top chord is laterally traced at ictervaTB not excee3ing 3' -0" 0.C. v:LING CCL^.LCTOES,
1NC., tear, no reeponalbility for the erection of trnasee in accordance with this design. Fersous
using such trusses ars cautioned to seek professional advice in :egerd to safety precautions during
erection, proper handling, temporary bracing and pernanent bracing which may to required in specific
applications. • NOTE: 1962 N.D.3. edition.
NOTE: 'deb members shall be 2X3 or 2X4
#1 Southern Pine, or
1500f Ind. Fir to 38' -8 ".
2X4 ,1 Southern Pine,
1500f Ind. Fir, or
1500f Ind. Hemlock to 40' -0".
NOTE: Only one Butt Joint A
or two Butt Joints B
permitted in bottom chord.
3 -9.0
ALTERNATE
JOINT A
3 -1/4" for 7T -32 -
Blocks
5 -12.6 to 40'-4"
5- 9.9 to 34' -8"
5- 9.0 to 33' -8"
Symmetrical
about
centerline.
7 -9.9 to 40'-O"
7 -6.3 to 38' -8
; 7T-32 to 36' -8"
2- 1 / 4„ (7_6.3)
VIKING CO
1' -6" to span /10
1/8"
7 - 9.9 to 40' -0"
7 -6.3 to 38' -8"
7 -5. to 30' -8"
1/8"
1X4 Continuous lateral
bracing. Attach with
(2) 8d nails. Block
BUTT JOINT B
7- 9.9 "to 40e
I
5 -8.1 to 31' -8" 1/8"
5 - 7.2 to 30 -0"
NIEC80R5
#1
i. -6.3 to 40' -0"
D -5,4 to 36' -8 "J
BUT
w
Sel. Str. Fir
LUMBER 2x6
Max. Overall Siens Top Chord
#1 Lense So. Pine
#1 E.D. So. Pine
Sel. Str. Hemlock
Southern Pine
Construction Fir
ALTERNATE BUTT JOINT
Comet. Hemlock
NOTE: Hemlock to be W.C. Hemlock.
Symmetrical
about
centerline
d 980#
4
1,2
NOTE: Only one Butt Joint permitted
in each top chord.
rfrcm Pape distance
/ Poi�l 3 -7.2 to 40 - -0"'
0INT C 3 -6.3 to 38' -8"
-4. to 2 ' -8"
1 -3/4'
IST -10 to 40' -0"
I Z - 5 to 32' -8
CArBER 3/4" AT CENTER
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 33304
e
M
L U M B E R
Max. Overall S one
1500f Ind. Doug. Fir
1500f Ind. Hemlock
h2 E.D. So. Fine
#2 Southern Pine
Standard Fir
Standard Hemlock
1200f Ind. Doug. Fir
e 12 00f Ind. Hem1ock
c r 2810#0
4 =5 , 1075# b
660
1
75100
11300
4
FORCE DIAGRAM
I'M v
9
12
span
b
a
2x6
To Chord
•
2x4
Btm.Chord' 4 o
40' -0" y1
40' -0" v µ
n h
•
N
` p 6Ge
.3
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 55 psf q A 4
595 # 33_1 /3% un it td z
stress increase o e
a
Ja
e
o R =2160#
Equal
areas
j 2.5
4-12.6 to 40' -0"
3 -14.4 to 38! -8'!
3 -12.6 to 34' -0"
3 -10.8 to 29' -4"
Oi
11
•
' 0
o �
i H
OL
c0
0 d
N Co
o '1
1.
o ti)
od
O
•
'mod
FJ
Phone AC -305 r
566 -5471
83 Plots
2.57• 1
3.22•
1.6
5 Pieta 5-4.5 5-5.4
4.50
'20.2 J (24.3
7.07•
9.00•
File # 4- /-how- Z.5 - 39- 55 22?7' : A}ov 13, J965
csi =
84 Plate 4 -3.6
3 -4.5 3 -5.4
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NOTES:
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NO IE :
4
Y
Legal: Lot No.
1. Show existing
2. Show distance
additions.
3. Locate septic
PLOT PLAN
fie
Tom' (mrc. L
pei.: vsi,j
I
0
36 C c/3 ST. 'T RR:l'2WE., Cm—PIS.
NO SCALE
Block No.
I P� Plat book and Page No. 7 6
buildings and
from property
tank or sewer
NORTH ARRaY
r
Subdivision SEC. f 1141 RGE.
Metes & Bov,:ds A- .y ,t'Ol, 0 P % v / f y / A at
additions•
lines to buildings and /or new
and electrical service.