PLANSSYrl
001111.
5 -3.6
17' 5'
PLATE IYPE-- VIKING
12 71.00
° `a te
17' 5" MAX
3 -3.6 11' 5"
s� s.aaJ .1 COS/ .l..a=... «_.._.ntSr.
GENERI1L NOTES U(L ESS 11IESE ':F4CIF ICR!IINS FOR IUMBER FIND
t FINE CONNECTORS ORE FOLLOWED FIND HIE
TRUSSES BUR I IN LUNTUF +111e4CF VI i0 "DOFF FEY CUNTHU. tTE IMlft.' BY 1TP1,
MERE SIYIIL DE NO Wi1RitIFNTTLS OF THIS DESIGN, EX1'RESS i1R It11'l1EU.
11..PITE CONNECTORS ROE r1FIN.:FREIU{ +EO TRIM all GOUGE GfLVFINT410 SFEFL
.NLESS DTUFEFIWISE SHOWN, FLEETING REOJFREf1NTS OE [1511 Wilt. 11110E R.
FW'PLY CONSULTORS 10 bOIW FFCES Al inn' JOINT FIND EUCRIE II1. SFIL`WN.
'. WIDTHS RRE 4" 9!(11tEt- UNLESS OlIFERWISE SHOWN. ULSIGN
STRNOFFIFDS CONFORM WITH FiPPLlCIIDLE PRUVISIGNS OF 101IS -77 AND *1PI
.v.:3 HO'I`ES
dL'S5: 2X4 It3 HEM-F1R, FIR-LARCH, OR
SO. PINE.
PASTIES S110W
DIRECTION OF
ELONGATED
HOLES IN
PLATES ON TYPICAL
2 EO. TC PANELS
2 ED. IBC PANELS
MEASURED FROM
INSIDE SCARFS
MIN BRG
3.50"
SPAN
1 1' 5.,
L2.Lt11z. c. y09i'•a aJ s..s t0YLl1 Y't x'. .n .i[}1Y -I'
4�HRN IRUSSES REDUFRE EX1f?Ert [Tt;E IN ;UFO!. UIG,
EO'ECTION ONE! BRPCING. SEE "BWT-76'
B TOIC I Pk; EUtY1ENT F HaCUtYIEtDFl1Il1NS-
11P11. SEE THIS DESIGN FUR Ft1DIiilINL SPEC IRE BRACING
itLDUFRitIENTS. UNLESS OTHERWISE SHOWN, TOP 51R000 SIIRLL
UE LATERALLY B01tt0 WITH F'ROFE:REV fiTICIIED PIYWUDIT
S IERTHING, MICA GOURD WITH RIGID CE II ltd; OR 501ICING
Of t1lUI1FRIH Uf ID FEET 0. C. IXI NOT USE T{I15 OL51GN
WITH EIill RETAROFINT TRE:RIED LOMDER.
• - -1P1 - IR'''JSS PER 1E INS] IIUTE, NOS - NRl 1DNRl. IDES IIN SPEC IF ICfII ION FOR FREE) CONS i RUC ION
FURNISH A COPY OF TiHIS DESIGN TO ERECTION CONTRACTOR
f.tEO Et+
_ .J
LOADING
55.0/1.33
2X'} /2X4
22K05 xi
SPANS TO 1l' 5"
COPYRIGHT 1979
SPACING
24.0"
PITCH
4.0/12
4000441
` ---
CONTINUOUS JOINTS
.acn..,:s:!..�tr� c ^..• •:.,. :.r .:r n ,� r.. tut z r
C_.1 l - ._I L:1.1 C - -.1
E.II 0.11 C7 - ` T Ti C] L . :
I.: __1 (_7113 f i d;E fE)(. :' CJ 1 _ i
- - -
!J C. -7 C1:1 1111111 C_T3 C_J L
-_, .1 A ET:
i6 .'17,- ",.... . "s tz:`.. /a `.: 1.,vs.- S::• .1.:55 ...., .'''
ALPINE ENGINEERED PRODUCTS,INC.
P.O. BOX 2225
POMPANO BENCH, FLOR I Oil 33061
305 - 731 -3333
J
i i OVERALL SPANS
PINE
SS DEN RD
3S DEN
SS ED
53
#2
#2
#2
#2
DESIGN CRITERIA TPI
'1'C LIVE LOAD - 30.0 PSE
TC DEAD LOAD = 15.0 PS?
u'C DEAD LOAD 10.0 PS?
TOTAL I S . 17 CSF
OUR. FACTOR 1.33
SPACING 24.0" OC
DEN RD
DEN
RD
DEN RD
DEN
RD
2X4 TC 2X4 ,SC
17'
16'
16'
16'
16'
16'
15'
15'
15'
14'
14'
14'
11"
5"
0 "
7"
0 "
8"
0"
5"
10"
6"
0"
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
4/23/79 DRAWIIT V408,121
V- 141 -COMN- 55/1.33 - 301.15 +10 - 24
5"
5"
5
5
5
5
5"
5"
5
5"
5"
G] GI r=] C� Gl
G7 L'] r_] CJ L =7 C>
C-7 G] 3TRNIY RDA C]
C'..1 G3 CJ
G.I GI / C=] L3
C =] ALP i
GI G_]
c J
C, TRUSS L
ALPINE ENGINEERED PROOUCIS,INC.
P.D. BOX 2225
POMPANO 13EACN,FLORIOn 33081
305- 701 -3333
V106 /B 3/29/79
Top & Hot Chords :
Verticals
Peak plate: to
match cnirlon
truss
LB11.
GRAD E
#2
_ 1:?
#s
ri + ,f f}
II ii
II I I
' Al l A I I k
I I SJelch r:
I I I I
'plice pl4te to match
im
'onon tr ss
2x-1 12 Southern Pine or Fir -Larch or Hem-Fir
2x4 Southern Pine or Fir- -Larch or Hem-Fir
See Chart Below For Grades
SPACING OF
VERTICALS
2'u"
1'0"
2'0
l'0"
NOTE: Shorter webs may be spaced @ 2'0" o.c.
and longer webs 0 1'0" 0.c. to meet require-
ments in chart, resulting in both 1'0" and
2'0 " spacings occuring in same gable end.
1 1
II
I I
TIP
folrI ve t ical spat:
II
1 - 1 -
Span
lx4 "L" brace up to 9'9" web
length; attach with 8d nails
9 8" o.c., 2x4 "L" brace for
webs over 9'9 "; attach with
16d naila @ 12" o.c.
2 -3.6
or1. - 5
2 -3.6
_ nr (Ty)))
2 -5
to match common truss.
MAX LENGTH
WITHOUT BRACING
5'0"
7 . ) ..
3'7"
5'2"
i 1
Ii
GABLE END
to match
trusses
_..�,.iie,.�u•.;;. -1w3u : G.• i. � 1: : G.. 0^ >.. L- <- :A. ^se..G.L °tut +:a°wu_3..A3c+.'f. - :,•y�'*t;�
OVERHANG WITHOUT OU`1'LOOKEPS
DETAIL A
1" Nom. Sheathing or 5/8"
45 max.
I �r
Trusse
2'0 "o.c
2 -16d
nails
nails
"Use either DIAGONAL brace 01 "L"
brace when webs exceed len
specified in chart. Attach
diagonal brace with 2 - -16d nails
each end. Furnish copy of this
drawing to contractor so he will
know of this requirement.
LOA DIN(;
55 47
TCLL 30 psf 30 psf
TCDL 15 psf 1 psf
I3CDL lo_psf 10 psf
TOT. 55 psf 47 psf
DUR.rAC.1.33 1.33
SPACING 24" 24"
WIND 30 psf 30 psf
Heel plate to match
common truss
C3
C -]
C]
L
C_7
r_-j
c_1
o c=1
C 3 C
J CI C] U C] LA CA
CA u CA o CA CJ CJ
En En Ca L_] En
C ' "UTRNURRO _3 CA
C7 CJ I ♦ C-7 C] C7
D CA
-_J C -]
CA
CD CA _J u
_A o
1 o
VALLEY DETAIL
O- M N
V105 3/29/79
ALPINE ENGINEERED PROQUCTS,INC.
P.Q. BOX 2225
POMPANO 9EACH,FLORIOR 33061
305-701 -3333
4---
3 -3.6
5 - 3.6
I . ,� 12 -0 - -C
5 - 3.6
'lop Chord . 2x4 #2 o.Pino $ Fir- Larch, or 11cm -Fir
*Dot Chord : 2x.1 #3 t3o.Pine, Fir-Larch, or Hem -Fir
Webs : 2x3 or 2x4 $3 ho.iiinc, I'lr- •Larch, or Item -Fir
1 -0 -0
3-3.6
cur. from 2x6 or
6 -0 -0
, � �y
2 3
5 -3.6
1.6 -0 - -0
2 -3.6
or Z -5
larger as required
-3.6
3 -3.6
i
3 -3.6
16d toe -nail
into each truss --
2-3.6 5 -3.6 2 -3.6 A-.
or
Z-5 wTs or 20 -0 -0 I SECTION A -A
'l -5
For lonqer valley members, max. web spacinr3 is 6'0"
COMMON TRUSSES
1-
_ _ _
TYPICAL FRAMING PLAN'
— *2x3 cut from
nominal 2x6
same pitch
1 2 — Ias roof
C f }j 'v4'•�I� J ' !'111
1,C. -1
.;� ;1!) f,'r
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f lEtaSE1 VES-`,'11I ' 4 fI1J 1 A:0
Rf1 UIP iE;IrN sfr fNE "603
g •
. ?
!it) iJOi fl it \i;iUfi i��lY t'i1»' 9, •
■ s .
ATTENTION BUILDER
ALL DIMENSIONS,
OVERHANGS, PITCH, ETC.
TO BE CHECKED '
BEFORE ORDERING TRUSSES.
IT IS YOUR R €SPONSIBILIY'
TO CHECK OUR TRUSS PLAN.`
I1. \' 11; 1 _3 1 J ►.;' .
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