HomeMy WebLinkAboutTRUSS CALCULATION - 17-00599 - 281 Wind Song - New SFRRoof Plane
Hip Lines,51.83
Horizontal Overhang Lines,155
Raked Overhang Lines,108.77
Ridge Linesl,79.5
Roof Area,2851.05
Valley Lines,54.52
Estimate.txt
Page 1
Non -Itemized QUOTE Estimate
SRTI
SNAKE RIVER TREl
REG. QUOTE DATE
/ /
ORDER
ORDER DATE / /
QUOTE
DELIVERY DATE / /
CUST01
DATE OF INVOICE
CUSTOI
ORDERED BY Shay Higley
INVOICI
8.00
TFerre
JOBSITE PHONE # (208) 346-2000 1 SALES AREA Rexburg
s
Copper Creek Homes JOB NAME: 1336 Windsong Spec LOT # SUBDIV: Sky Meadows
° MODEL: TAG: JOB CATEGORY: Residential
r i
DELIVERY INSTRUCTIONS:
° (208) 346-2000
> Windsong SPECIAL INSTRUCTIONS:
T Rexburg, ID
BUILDING DEPARTMENI
N/A
PAGE 1
OVERHANG INFHEEL HEIGHT 2x4
REO. LAYOUTS
I REO. ENGINEERING
QUOTE
ENO CUT gETURNLAYOUT
NONE
NONE
- 17
SQUARE GABLE STUDS 241N. OC
CUTTING I / /
ROOF TRUSSESLOADING
INFORMATION
sTFESS cNca_ ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PROFILE ull I IYYE I BASE I O/A iLUMBERI OVERHANG I CANTILEVER i c STUB_ i
' PLY I TOP I BOT I ID SPAN SPAN Tna anT i cot airur i av cirur v
1
COMMON
2 Ply
8.00
0.00
Al
12-00-00
12-00-00
2X4
2 X 6 01-06-00
COMMON
i
_ _- -_
1
8.00
0.00
AIG
120000
12-00-00
2x4
2x4 01-06-00
01-06-00 �
_
COMMON
+�
5
8.00
0.00
81_
23-00-00 1
23-00-00
--
2x4
2x4 01-06-00
01-06-00
COMMON
-
-
,d1N111�.
1
8.00
0.00
BIG
230000'23-0000
2x4
2x4 01-06-00
0106-00'
COMMON
1
8.00
0.00
C7
280600
28-0600
2x4
2x4
0106.00
;.rlNuvr
1
8.00
0.00
CIG
1 28-06-00
28-06-00.2x4
2x4 01-06-0001-06-00
05-06-00
-
T
COMMON
m V-A
1
8.00
0.00
C2
28-06-00
28-06-00
2x4
2x4
01-06-00 00-00-08
„(I
COMMON
4
800
0.00
C3
22-11-08
22-11-08
2x4
2x4
01-06-00
act
DIAGONAL HIP
1
4.80
0.00
CRI
09-_70-00
09-10-00
2x4
2z4 0_2-06-00
00-00-08
COMMON
1
8.00
0.00
D1
15-00-00
15-00-00
2X4
2x4 01-06-00
01-06-00
-- - 1 8.00 0.00 DIG 15-00-00 15-00-00 2x4 2x4 01-06-00 01-06-00
�.. 1 COMMON
- 2 PI 8.00 0. D2 _�
li
®1 6.00 0.00 E1 li 34-00-00 34-00-00 2x4 2 X 6
Y 00 - 115-00-00 15-00 00 _2_x4 2 X 6 01 06-00
HIP GIRDER
HIP
L�las 1 6.00 0.00 E10 23-00-00 2300-00 2x4 2x4
HIP
L1-�Id'�e 1 6.00 0.00 E11 23-00-00 23-0000 2x4 2x4 01.06-00
HIP
1 -6.00 0.00 E12 23-00-00 23-00-00 2x4 2x4 01-06-00 _
1 HALF HIP _ - - -- - -- _-- --- -
. 2 Ply. -6.00 0.00 E13 23-00-00 2300-00 2x4 2 X 6 01-06-00
HIP
1 _ 6.00 0.00 E2 34-00-00 34-00-00 2x4 2x4
HIP
1_- 6.00 0.00 _E3 _ 34-00-00 34-00-00 2x4 2x4
HIP. -. -._. __..
/�y'V
16.00. 3.00 E4 34-00-00 34-00.00 2X4 i 2x4 01.06-00
Non -Itemized QUOTE Estimate
SRT `-
SNAKE RIVER TRUSS
Copper Creek Homes
(208)346-2000
e Windsong
Rexburg, ID
o D
BUILDING DEPARTMENI
N/A
JOBSITE PHONE #
JOB NAME: 1336 Windsong Spec
MODEL: TAG:
DELIVERY INSTRUCTIONS:
SPECIAL INSTRUCTIONS:
346-2000 1 SALES AREA Rexburg
LOT If SUBDIV:Sky Meadows
JOB CATEGORY: Residential
OVERHANG INFOI
HE HEIGHT 2x4
DATE09/22/17 PAGE 2
REO. QUOTE DATE
/ /
ORDER #
ORDER DATE
NONE
QUOTE # B1579-17
DELIVERY DATE
/ /
CUSTOMER ACCT # 000000043
DATE OF INVOICE
/ /
CUSTOMER PO #
JOBSITE PHONE #
JOB NAME: 1336 Windsong Spec
MODEL: TAG:
DELIVERY INSTRUCTIONS:
SPECIAL INSTRUCTIONS:
346-2000 1 SALES AREA Rexburg
LOT If SUBDIV:Sky Meadows
JOB CATEGORY: Residential
OVERHANG INFOI
HE HEIGHT 2x4
REQ. LAYOUTS
REO. ENGINEERING
QUOTE
END CUT RETURN
SQUARE
NONE
NONE
LAYOUT
GABLESTUDS 24 IN, OC
CUTTING
ROOF TRUSSES LOADING TMTcoLSELL ecaL STRESSwa+ ROOFTRUSS SPACING:24.0IN. O.C. TYP.
INFORMATION 350800080
1.15
PROFILE
i OTYI
PITCH I
TYPE
I BASE
I O/A
LUMBER!
OVERHANG 1
CANTILEVER
STUB
PLY
TCP
BOT
ID
SPAN
SPAN
TCP
BOT
LEFT RICHT
LEFT RICHT
LEFT RICHT
ROOF
1 6.00
3.00
ES
34-00-00
34-00-00
2x4
2.4
01-06-00
ROOF
3 6.00
3.00
E6
34-00-00
34-00-00
2x4
2x4
01-06-00 01-06-00
ROOF
-
- -
- - -
3 600
3.00
E7
31-00-00
31-00-00
2x4
2x4
01-06-00
ROOF
LYIG�
1 6.00
3.00
E8
23-00-00
23-00-00
2x4
2x4
0/-06-00
COMMON
4 6.00
0.00
E9
23-00-00
_ 23-00-00
2x4
2x4
01-06-00
JACK -OPEN
•
1 8.00
0.00
A
01-01-02
0/-01-02
2x4
2x4
01-06-00
JACK -OPEN
-
•
1 8.00
0.00
J2
0207-02
02-07-02
2x4
2x4
01-06-00
---- _
JACK -OPEN
-
-
-
- -
�``
1 8.00
0.00
J3
04-01-02
04-01-02
2x4
2x4
01-06-00
JACK -OPEN
-
- -
1 8.00
0.00
J4
05-07-02
05-07-02
20
2x4
01-06-00
JACK -OPEN
-
- -
-
1 6.00
0.00
JA1
03-01-12
03-01-12
2x4
2x4
01-06-00
---
JACK OPEN
-
-
- -
1 6.00
0.00
JA2
05-09-12
0509-12
2x4
2x4
01-06-00
�ii�
LAY -IN GABLE
-
-
-
"n n,
1 10.82
0.00
LAY01
16-09-08
16-09-08
2x4
2x4
LAY -IN GABLE
- -
- -
nllln,
1 10.82
0.00
LAY02
14-04-00
14-04-00
2x4
2x4
JACK -CLOSED
-
- -
22 8.00
0.00
M1
06-00-00
06-00-00
2x4
2x4
01-06-00
JACK -CLOSED
-
-
1 8.00
0.00
M2
06-00-00
06-00-00
2x4
2x4
01-06-00
ITEMS
QTY
ITEM TYPE
SIZE
LENGTH
PART NUMBER
NOTES
T"S
8
Hanger
HUS26
OF Snow 3095#
23
Hanger
LUS26
DF Snow 9904
1
Hanger
THJA26
Non -Itemized QUOTE Estimate
F1;
SRT
SNAKE RIVER TRUSS
s
Copper Creek Homes
0
c
0
° (208) 346-2000
UP Windsong
o Rexburg, ID
BUILDING DEPARTMENT
N/A
JOBSITE PHONE #
JOB NAME: 1336 Windsong Spec
MODEL: TAG:
DELIVERY INSTRUCTIONS:
SPECIAL INSTRUCTIONS:
DATE09/22/17 PAGE 3
OVERHANG INFOI
ORDER #
REQ. LAYOUTS
/
QUOTE #
81579-17
I
CUSTOMER ACCT#
000000043
I
CUSTOMER PO #
GABLE STUDS 241N. OC
ay Higley
INVOICE #
TERMS
ay Higley
SALES REP
Pettin ill
8) 346-2000
1 SALES AREA
Rexburg
LOT# SUBDIV:Sky Meadows
JOB CATEGORY: Residential
OVERHANG INFOI
HEEL HEIGHT 2x4
REQ. LAYOUTS
REO. ENGINEERING
QUOTE
ENDGUT RETURN
NONE
NONE
LAYOUT
SOUARE
GABLE STUDS 241N. OC
CUTTING
ACCEPTED BY SELLER ACCEPTED BY BUYER
PURCHASER:
BY:___S: _ TITLE: — - - - - - ---- --BY: ADD-
-
___ _ DELIVERY_ INCLUDED
RES - _SUB -TOTAL $5,760.381
TITLE: _ _ _ _ _SALES TAX 6.000% $345.62
DATE OF ACCEPTANCE: PHONE: _ DATE: GRAND TOTAL $6,106.0
Prices are only good for 30 days. All orders will be adjusted for current lumber costs
at time of production if beyond 30 days of bid or order date.
4
4
4
8
4
8
Woo-oo
tuo-oo 3Soo-0o
+z-oaoo o -0o -0o sasuo_ aaoouo _ _
Job Truss -Truss Type
8157917 At Common Girder
Snake River Truss a Oompwenls, Idaho Falls, ID 83401, Robin Petlingill
-1-6-0
1-6-0
2
n
b
8.00',12
T1
Dry -Ply - 13%: yyintlsoig Spep922(IDIRP -
2 Job Reference (optional)
Run 8.1205Aug 12017 bi8. 120s Au�15_21]NTek Industries, Inc Fri Se 22 302017 Pagel
GxybKwUuVOIEeZGQVGU9pjID:gkRK6rIwMNcmgQTF?ilGpyb7aKDxcBZnE3dwJrDyb33h
6-0-0 8-10-1 12-0-0
6-0-0 2-10-1 3-1-15 --
4x4 Scale = 1:27.6
3
W1
3x4
4
T2
W2 W3 6
2 _
I F -
77x8= _ 8 6_9_
3x4 3x6 4x4 `
__ 8-10-1 12-0-0__
8-0.0 �� 22-70-1 3.1-15
:0-1-8.0-1-81 f6:0 -4.80-i-81 f7:0.3.8 Etlgel
LOADING (pat)
SPACING-
2-0-0
TCLL
35.0
Plate Grip DOL
1.15
TCDL
8.0
Lumber DOL
1.15
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
8.0
Code IRC20127TPI2007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. I&Blf
BOT CHORD 2x6 DF 180OF 1.6E
WEBS 2x4 DF Stud/Std
CSI.
DEFL in
floc) Well Lid PLATES GRIP
TC 0.22
Vert(LL) -0.05
6-7 >999 360 MT20 220/195
BC 0.52
VerhTL) -0.09
6.7 >999 240
WB 0.99
Horz(TL) 0.03
5 n/a n/a
Matrix -R
WincILL) 0.02
6.7 >999 240 Weight: 1211b FT=O%
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 5=4644/0-5-8 (min. 0-2-8), 2=3007/0-5.8 (min. 0-1-10)
Max Hoa 2.76(LC 24)
Max Uplifl5= 388(LC 8), 2=.331 (LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3.-4520/463.3-4=-4260/462,4.5=-6422/566
BOT CHORD 2-7. 314/3537, 7.8=-413/5006, 6-8=-413/5006, 6-9=-413/5006, 5-9=-413/5006
WEBS 3-7=-446/4500, 4-7.-1972/127, 4-6=-149/2593
NOTES -
1) 2 -ply truss to be connected together with 1 Od (0.131 "x3') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 7.4 2x4 - 1 row at 0-9-0 oc, member 4-6 2x4 - i row at 0-9.0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced root live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B.45tt; L=24h; eave=4ft;
Cat. Il; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL -1.60
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 5=388,
2=331.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2894 Ib down and 397 Ib up at
6-0-12, and 1712 Ib down and 1141b up at 8-0-12, and 1712lb down and 114 Ib up at 10-0-12 on bottom chard. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase= 1.15
Uniform Loads (plf)
Vert: 1-3=-66, 3-5=-86, 2-5=16
Continued on page 2
Job Truss Truss Type
B1579-1] Al Common Girder
Snake River Truss 8 Compcoeals, oaho Falls, ID 83401, Robin Petlingill
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 7=-2894(8)8= 1712(8)9= 1712(8)
Oty Ply - - 1336 WIW.N Spec922(ID)RP
2
Job Reference ap
Run :8.1205 Aug 15201]Princ 8120s Augg 152017 01]MiMiTek Industries, Inc Fri Sea2212:59:30201]Page 2
D:gkRK6rlwMN=gOTFb?il(3pyb7aG-xy_bKwUGu VOIEeZGOVG U9pjKlDxc8ZnE3dwJrDyb33h
Job Truss Truss Type
81579-17 AIG Common Supported Gable
Snake River Truss a Components, 'Main. Falls. ID 8a tol, Robin P.I ingill
-1-6-0 6-0-0
1-6-0 6-0-0
Ory- --Ply - 1336windsonpspecs22jiDFP
1 1
Job Reference(optional)
Run: 8.120 s Aug 15 2017 Print 8.120 5 Augg 15 2017 MiTek Industries, Inc Fri Se pp 2212:59:30 2017 Page 1
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-xy_bKwUGuVOIEeZGOYG U9pjlvD218oYE3dvvJrDyb33h
12-0-013-60
6-0-0 1-6-0
44
5
g
8.00 12 4
r.
y 3 Ti $�3 T1 7
ST2 ST2
$T1 STI
T 2 __: HW1
3x6 14 13 12 11 10 3x6
8
HW1
Scale = 1:28.2
n
9 0
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF N0.1&Bir
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF Nc.1&Btr
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS WEDGE 2x4 DF Stud/Std
MiTek recommends that Stabilizers end required cross bracing
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stutl/Std
Plate ONsets (X,Y)-
[2:0-0-4,0-0-7 2 0 0 9 0-4-5 , 0 3-0,0- -1 0-71 8 0-0-4,0-
2
-0-9
(8 0-0.9,, 018 0-3-0,0.0
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL
in
floc)
Vdefl
Ud
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.15
Vert(LL)
-0.01
9
n/r
120
MT20 220/195
TCDL 8.0
Lumber DOL 1.15
BC 0.07
Vert(TL)
.0.02
9
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.05
Horz(TL)
0.00
8
n/a
n/a
BCDL 8.0
Code IRC2012/TP12007
-�-
Matrix -R
-
Weight: 59 lb FT 0%
LUMBER.
- BRACING ---
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF N0.1&Bir
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF Nc.1&Btr
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS WEDGE 2x4 DF Stud/Std
MiTek recommends that Stabilizers end required cross bracing
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stutl/Std
be installed during truss erection, in accordance with Stabilizer
Installationguide.
REACTIONS. All bearings 12.0.0.
(lb) - Max Harz 2=-79(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s) 2, 8, 13,14, 11, 10
Max Grav All reactions 250 Ib or less at joint(s) 12, 13, 14, 11, 10 except 2=305(LC 1), 8.305(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown.
NOTES•
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psh BCDL=4.2psh h=25ft; B.4511; L=24ft; eave=2it
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) -1-7-0 to 1-5-0, Extedor(2) 1-5-0 to 6.0.0, Corner(3) 6-0-0 to 9-0-0
zone; cantilever left and right exposed ; end vertical left and night exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 2, 8, 13, 14, 11, 10.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss -Truss Type -
-Gry -Ply 1336 Wirbsorg 5pec1W2(lo)RP
B1579 17 81 Common
5 1
Job Reference(optional)
Snake River Truss 8 Components. Idaho Falls, l0 83401, Rabin Peonglll
Run:8.120 5 Au 15 2017 Print: 8.120 s Aug 15 2017 MiTek Indusv[es, Inc Fri Sep 22125931 2017 Page 1
ID:gkRK6rr MN=gGTFb7ilGpyb7aG-P9YZXFVNpWcroeSzFnjhOGSbdKktCpolHfsNryb33g
-1-6-0 5-9-7 11-6-0
-
17-2-9 23-0-0 24-6-0
1.6.0 5-9-7 5.8-9
5-8-9 - 5-9-7 1-6-6
4x6 Scale = 1:49.9
4
12
13
8.00 12
2x4
2x4
3
5
i1 W2
W2 T1
W1
W1 14
2 HW1 81 _ __ ..., ..
B2 6HW1 ,m
.. __._..._ n
01 - -
7
10 9 15
16 8
3x6
3x4 -- 3x4 -
3x6
3x4 =
7-8-4 _ _
15-3-12 23-0-0
7-8-4
7-7-7 _ - 7-84
Plate Offsets (XY)___[2073-0.0-0-1 ], [20-0-9.0-4-5], [2:0-0-4.0-0-7J, [4:0-3-0,0-1-12],
[6:0-04.0-0-7], [6:0-0-9.0-4-5], [6:0-3-0.0-0-1],
LOADING (Pat) SPACING- 2-0-0 CSI.
DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.41
Ven(LL) -0.14 8-10 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 SC 0.33
Ven(TL) -0.21 8-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.24
HOrz(TL) 0.04 6 n/a n/a
BCDL 8.0 Code IRC2012/TPI2007 Matrix -R
Wind(LL) -0.03 6-8 >999 240 Weight:110lb FT=O%
LUMBER-
BRACING.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr
TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing- 1
WEDGE
Left: 2x4 OF Stud/Std, Right: 2x4 DF Stud/Std
be installed during truss erection, in accordance with Stabilizer J
_ Installation guide.
-
REACTIONS. (Ib/size) 2=1307/0-3-8 (min. 0-1-8), 6=1307/0-3-8 (min. 0-1-8)
Max Herz 2.-136(LC 10)
Max Uplift 110(LC 12), 6.-110(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-1634/113,3-11--1503/138,3-12. 1408/170.4-12=-1270/184,4-13.-1270/184,
5-13=-1408/170, 5-14=-1503/138, 6-14-16341113
BOT CHORD 2-10=-25/1212, 9-10=0/838, 9-15=0/838, 15-16.0/838, 8-16=0/838, 6-8--37/1212
WEBS 4-8=-56/547, 5-8=-396/126, 4-10-561547,21-10=-3961126
NOTES -
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012).91 mph; TCDL=4.2psh BCDL.4.2psf; h=251t; B=45ft; L=241; eave=4f ;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-6.0, Extedoi 11-6-0 to 14-6-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=110,
6=110.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss - -- Truss Type
8157917 BIG Common Supporteel Gable
Snake River Truss & Components, Mahe Falls, ID 83401, Robin Peeingill
-1-6-0 11-6-0
1-6-0 11-6-0
Ory Ply 1336 Wiixlsorg SpecR221lDIRP
Job Reference (optional)
Run: 8.120& Aug15 wMN gQTF1205Augg15201]Walk LIbVQ6eTies,Ira Fri Sep 2212:59:322017Page1
ID:gkRKfirlwMNcmgQTFb?ilGpyb7aG-uL6LIbVXQ6eTTyje2hP1j_cgLXXxPPv5yD33f
23.0-0 _ 24-6-0
-6.
11-6-0 1-6.0
44
23-0-0
23-0-0
Plate Offsets (XY)-- [2:0-0-4,0-0-7], [2:0-09,0-4-5], [2:0-3-0,0-0-1 ], ]14:0-0-40=0-7), 114:0-0-9,0-4-5), 114:0-3-0, 0-0M]_ _
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Lid PLATES GRIP
TOLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 15 n/r 120 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0 08 Vert(TL) -0 02 15 n/r 120
Scale = 1:53.0
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 14 n/a n/a
BCDL 8.0 Code IRC2012/rP12007 Matrix -R Weight: 136 Ib FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/StdWEDGE MiTek recommends that Stabilizers and re cored cross bracin
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Sid be installed during truss erection, in accordance with Stabilizer
Installationfiuide_
REACTIONS. All bearings 23-0-0.
(Ib) - Max Horz2=-136(LC 10)
Max Uplift All uplift 100 lb or less at joint(&) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 Ib or less at joint(s) 21, 22,23.25. 26, 27, 20, 19, 18, 17, 16 except 2-302(LC 1),
14=302(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45111; L=24ft; eavIl
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) -1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 11-6-0, Corner(3) 11-6-0 to 14-6-0
zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI1TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 22, 23, 25, 26, 27,
20, 19, 18, 17, 16, 14.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
7 9
8.00 12
6 •. 10
m
5
11
ca
T1 ,-
ST6 '.. T1
4
ST5 ST5 12
ST4 ST4 -
3ST1
STS
ST3
ST113
ST2
ST2
? 2 HW1
'Awl
1 1
61
.rn
- 82----- -_—_ 15
0
3x6 27
26
25
2423 22 21 20 19 18 17 16 3x6
3x4
23-0-0
23-0-0
Plate Offsets (XY)-- [2:0-0-4,0-0-7], [2:0-09,0-4-5], [2:0-3-0,0-0-1 ], ]14:0-0-40=0-7), 114:0-0-9,0-4-5), 114:0-3-0, 0-0M]_ _
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Lid PLATES GRIP
TOLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 15 n/r 120 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0 08 Vert(TL) -0 02 15 n/r 120
Scale = 1:53.0
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 14 n/a n/a
BCDL 8.0 Code IRC2012/rP12007 Matrix -R Weight: 136 Ib FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/StdWEDGE MiTek recommends that Stabilizers and re cored cross bracin
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Sid be installed during truss erection, in accordance with Stabilizer
Installationfiuide_
REACTIONS. All bearings 23-0-0.
(Ib) - Max Horz2=-136(LC 10)
Max Uplift All uplift 100 lb or less at joint(&) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 Ib or less at joint(s) 21, 22,23.25. 26, 27, 20, 19, 18, 17, 16 except 2-302(LC 1),
14=302(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45111; L=24ft; eavIl
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) -1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 11-6-0, Corner(3) 11-6-0 to 14-6-0
zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI1TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 22, 23, 25, 26, 27,
20, 19, 18, 17, 16, 14.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type
81579-17 CI Common
Snake River Truss 8 Components, kfaho Falls, Ib 83401, Robin Pellingill
5-7-12
5712
Oly -Ply 1336 WirdsongSpao922gD)RP --
Job Reference (optional)
Run8,120 s Aug 15 2017 Print: 8.120 s Au gg 15 2017 MiTek Industries. Inc. Fri Se pp 2212:59:332017 Page 1
I D:gkRK6rWMNcmgOTFb?ilGpyb7aG-MXgjyxW9BOmK56lr5ggBmRLjMR?cL2mglaezSYyb33e
14-3.0 21-4-1 28-6-0 30-0-0
8-7-4 7AA 7.1-15 1-6-0-
6x8 M18SHS
Scale: 3/16"=1'
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12.-979/130, 3-12= 715/150, 3.13=-633/159, 4-13.-935/129, 4-14. 1409/130,
5-14=-1577/99
BOT CHORD 7-8--17/1142,5-7=-17/1144
WEBS 2.10= 1416/176,2.8=0/704, 3-8= 12/300, 4-8=.667/120, 4-7.0/265
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL.4.2psf; h=25ft; B=45ft; L=29ft; eave=4Q
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 14.3-0, Exterior(2) 14-3-0 to 17-3-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 10 except Qt=1b)
5-111.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
3
8.00 12
12
13
T
3
T2
5x8
5x8
4
2
W3
W4
11
T1
T4
W1 W2
W5 14
1
HW1 _. 81
- ___-HVbf2
B2_ _ S
3x4 10 9
8
7 3x6
48 2x4 3x4
3x8 -
2x4
5-7-12 14-3-0
-
21-4-1
28-6-0
_ 57-12 8-7.4
7:1_1
7-1-15 _.
Plate Offsets (X Y)_- [1:0-1-15,045],[1:0-0-0,0-1-0]. [2:0 -4 -0,0 -3 -X4_0 -4-0.0-M0], [5:0-0-4.0-0-7], [5:0-0-9.0-4-5],
[5:03-0.0-0-1)
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL. in
(loc) Mail Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.71
Vert(LL) -0.09
8-10 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.37
Vert(TL) -0.21
8-10 >999 240 M16SHS 220/195
BCLL 0.0 ' Rep Stress Incr YES WE 0.47
Horz(TL) 0.03
5 n/a n/a I
BCDL 8.0 _ Code IRC2012/TP12007 Matrix -R
Wind(LL) -0.04
5-7 >999 240 Weight: 1381b FT.0
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 4-9-11 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 OF Stud/Std
WEBS
1 Row at midpt 4-8
WEDGE
MiTek recommends that Stabilizers and required cross bracing
Left: 2x6 OF 1800E 1.6E, Right: 2z4 OF Stud/Std
be installed during truss erection, in accordance with Stabilizer
Installation guide..8
REACTIONS. (Ib/size) 1=167/0-6-0 (min. 0-1 -8), 10=1562/0-3-8 (min. 0-1-11),5.1266/03(min. 0-1-8) �---
Max Horz 1=-165(LC 10)
Max Upliftl=13(LC 12), 10=-82(LC 12), 5--111(LC 12)
Max Grav 1=217(LC 21), 10.1562(LC 1), 5=1286(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12.-979/130, 3-12= 715/150, 3.13=-633/159, 4-13.-935/129, 4-14. 1409/130,
5-14=-1577/99
BOT CHORD 7-8--17/1142,5-7=-17/1144
WEBS 2.10= 1416/176,2.8=0/704, 3-8= 12/300, 4-8=.667/120, 4-7.0/265
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL.4.2psf; h=25ft; B=45ft; L=29ft; eave=4Q
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 14.3-0, Exterior(2) 14-3-0 to 17-3-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 10 except Qt=1b)
5-111.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss- Truss Type
B1579-17 CIG GABLE
Snake River Truss 8 Components, care Falls. 1083401, Robin Petringill
-1-6-0 5-7-12 14-3-0
160- 5-712 - - 874
Oty 'Ply 1336 Windsorg Speu922(1b)RP
Job 0 sReference (optional)
Run: D;qk s Aug 15 2017 QTFb 12b s Auyy 152017 MiTek Industries, Inc. Fri Sep 2212:59:34 2017 Page 1
ID:gkRK62 -4-1 OTFb?ilGpyb7aG-gkESAH-6-0 iGtlfOLQJf30-0LN4Tq�EuW_yb33d
21-4-1 28-6-0 30-0-0
7-1.1 7-1-15 1-6.0
44
4
8.00 12
32 33
T3
T2
Scale = 1:59.8
5x8
6x8
C? 5T3 5
3ST5 ST75T9 VJ3 ST10 ST11
W4
ST4
i ..
31 Ty STe ST2 W1 ST6 W2 i5 T4
34
ST1
T
1 2 HW1 81 6H 7 n
a o
3x6 _ _11 10 9 8 3x8
3x4 - 3x8 =
LOADING (psp I
SPACING-
2-0-0
CSI.
DEFL
in
floc)
Well
Ud
be installed during truss erection, in accordance with Stabilizer
TCLL 35.0
Plate Grip DOL
1.15
1 TC 0.81
Vert(LL)
-0.09
9-11
>999
360
TCDL 8.0
Lumber DOL
1.15
BC 0.34
Vert(TL)
-0.20
9-11
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.61
Hoa(TL)
0.02
6
n/a
We
BCDL 8.0
Code IRC2012/TP12007
Matrix -SH
Wind(LL)
.0.04
6-8
>999
240
LUMBER- BRACING -
PLATES GRIP
MT20 220/195
Weight: 192 Ib FT.0%
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 DF Stud/Std
WEBS 1 Row at midpt 4-9,5-9
OTHERS 2x4 DF Stud/Std
WEDGE
- MiTek recommends that Stabilizers and requiretl cross bracing
Lett: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 11=1974/0-3-8 (min. 0-2-2),6.1202/0-3-8 (min.0-1-8)
Max Horz l l=.169(LC 10)
Max Uplihl l= 252(LC 12), 6=-85(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-31 287/549, 3-31= 2641764, 3-32=825/67, 4-32=-561/85, 4-33=-592/102, 5-33=-784/87,
5-34--1278/81,6.34=-1440/49
BOT CHORD 2-11=-470/297, 10-11=-4421277, 9-10=-4421277, 8-9=0/1036, 6-8=011037
WEBS 3 -11=-18411385.3-9=-140/1045,4-9=-93/266,5-9=-685/i38.5-8=0/265
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutt=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=251t; B-45ft; L=29ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 14.3-0, Exterior(2) 14-3-0 to 17-3-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL -1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except Qt=1b)
11.252.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job -Truss -Truss Type
- Qty
-PI - 1335 Windeo S
Y rg pace22(10)RF
6157917 C2 COMMON
1
1
Job Reference (optional)
Snake River Truss & Components, daho Falls, ID 83401, Robin Pauingill
Run: 8.120 s Augg 15 2017 Print 8,120 s Auqq 15 2017 Mi Industries, Inc. Fri Se pp 2212:59:352017 Page i
I D:gkRK6rlwMNcmgQTFb?ilGpyb7aG-IwoTNdYPi 102KPSDCSsfssQ2NE/6py8zDud3
_ 5-7-12 14-3-0
- 21-4-1
WQyb33c
28-6-0 30-0-0
5-7-12 8-7-1
7-1-1
_7-1-15 - 1-6-0
04
Scale = 1:61.0
3
8.00 12
12
13
T3
T2
5x8
6x8
4
2
W3
W4
T1
T4
1 W1 W2
W5 14
e2 . HW1
n, r -81
_
5
B2 _ ___ - HVV 7ry
n
3x4 10 9
8
- o
7 316
4x8 2x4 3x4 =
3x8 -
2x4
0-0-8 5-7-12 14-3-021-4-1
-
28-6-0
0-0-8 5-7-4- 874.
- - - _- 711
7-1-15
Plate Offsets(X,Y)-- [1:0-1-15,04-5],[1_:0.0-00-1=0],[2:0-4-0,Edge],[4:0-4-0,0-3-4],[5:0-0-4.0-0-7115:0-0-9.0-4-5].(5:0-3-0.0-0-1]
- - -
LOADING (Pat) SPACING- 2-0-0 CSI.
DEFL. in
floc) Well Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.81
Ve tl -0.09
8-10 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.50
Vert(TL) -0.21
B-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.47
Horz(TL) 0.03
5 n/a n/a
BCDL 8.0 Code IRC2012/TPI2007 Matrix -SH
-
Wind(LL) -0.04
5-7 >999 240 Weight: 1381b FT=O%
LUMBER-
BRACING-
-- ----� _ - -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 OF Stud/Std
WEBS
1 Row at midpt 4-8
WEDGE
Left: 2x6 OF 1800E 1.6E, Right: 2x4 DF Stutl/Std
Mil recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide_
REACTIONS. size) =152/0-5-8 (min. 0-1-8),10=1582/0-3.8 (min. 0-1-11),5=1283/0-3-B
J
(min. 0-1-8)
Ma1
Max Harz =-165(LC 10)
Max Upliftl-1 9(LC 22), 10.-87(LC 12), 5=-1 1 l 12)
Max Grav 1=207(LC 21), 10=1582(LC 1), 5=1283(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-12=-965/128, 3-12=-700/146, 3-13=-731/155, 4-13=-924/140, 4-14.-1415/130,
5-14=-1577/99
BOT CHORD 7-8=-19/1147,5-7.-18/1149
WEBS 2-10--1441/184, 2-8-0/679, 3.8=-23/307,4-8=-685/133, 4-7=0/264
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012).91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L.29ft; eave=oft;
Cat. ll; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-2-12 to 3.2-12, Interior(i) 3-2-12 to 14-3-0, Exterior(2) 14-3-0 to
17-3-0 zone; cantilever left and right exposed ; antl vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 10 except at=1b)
5=110.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss - --Truss Type
81579-17 C3 Common
Snake River Truss & Components, Mahn Falls, ID 83401, Robin Pekingill
4-(+0 8-8-8
4-6-0 4.2-8
'? 3x4
M
8.00 12
3x4 12
2T1
11
1
W2
i
W1
-Ob Ply 1336Windasgspecil1221io)RP-
4 1
Job Reference(optional)
Run: 8.120s Aug 15 2017 Print' 8.120 s Aug 15 2017 MiTek Industries, Inc. Fri Sep 2212:59 362017 Pagel
ID:gkRK6rIw I MgQTFb?ilGpyb7aG-m6MsazZl TL8vyZlQmpNuO4zG9e1SYQK7SYNd3tyb33b
15-9.9 22-11-8 24-5.8
7-1-1 7-1-15 1-6-0
104x4 = 15 16 9 8 7
3x4 =
3x8 2x4 ii
SHW6 n
Scale =1:58.6
.- - 8.8-8 -
44
22-11-8
_ __ 8-8-8
7-1-1 --
_7-1-1.5
3
--
LOADING (psp SPACING- 2-0-0 CSI.
DEFL in
(loc) /dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55
13
8-10 >999 360 MT20 220/195
TOOL 8.0 Lumber DOL 1.15 BC 0.36
Vert(TL) -0.28
8-10 >975 240
T2
Horz(TL) 0.04
5 all n/a
BCDL 8.0 Code IRC2012/TPI2007 Matrix -R
� � -
Wind(LL) -0.04
5-7 >999 240 Weight: 129 lb FT=O%
5x8
BRACING.
--
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
TOP CHORD
4
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
W4
WEBS 2x4 DF Stud/Sid'Except*
BOT CHORD
Rigid ceiling directly applied or 10.0-0 oc bracing.
W3
WEBS
WS
WEDGE--iTek
Right: 2x4 DF Stud/Sid
recommends that Stabilizers and re ulretlross braci
cn
'
be installed during truss erection, in accordance with Stabilizer
T3
Installation guide.
REACTIONS. (Ib/size) 10=1150/0-5-8 (min. 0-1-8),5=1310/0-3-8 (min. 0-1-8)
W6
-----_---
Max Hoa 10=-209(LC 10)
Max Uplih10=.65(LC 12), 5.-110(LC 12)
14
104x4 = 15 16 9 8 7
3x4 =
3x8 2x4 ii
SHW6 n
Scale =1:58.6
.- - 8.8-8 -
15-9-9
22-11-8
_ __ 8-8-8
7-1-1 --
_7-1-1.5
_ Plate Offsets (X,Y)-- L3:0-2-10,13-2-41 (4 0 4-0 0 3-0]x[5 0-0-4,0-0-7],[5:0-0-9.0-4-5],[5:03-0,0-0 1]
--
LOADING (psp SPACING- 2-0-0 CSI.
DEFL in
(loc) /dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55
Vert(LL) -0.16
8-10 >999 360 MT20 220/195
TOOL 8.0 Lumber DOL 1.15 BC 0.36
Vert(TL) -0.28
8-10 >975 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.35
Horz(TL) 0.04
5 all n/a
BCDL 8.0 Code IRC2012/TPI2007 Matrix -R
� � -
Wind(LL) -0.04
5-7 >999 240 Weight: 129 lb FT=O%
LUMBER-
BRACING.
--
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 4.10-1 o t purlins, except
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
end verticals.
WEBS 2x4 DF Stud/Sid'Except*
BOT CHORD
Rigid ceiling directly applied or 10.0-0 oc bracing.
W 1:2x4 DF 180OF 1.6E or 2x4 DF 140.1 &Bit
WEBS
1 Row at mil 4-8,2-10
WEDGE--iTek
Right: 2x4 DF Stud/Sid
recommends that Stabilizers and re ulretlross braci
cn
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 10=1150/0-5-8 (min. 0-1-8),5=1310/0-3-8 (min. 0-1-8)
-----_---
Max Hoa 10=-209(LC 10)
Max Uplih10=.65(LC 12), 5.-110(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12= 873/145, 3-12= 889/163, 3.13=780/160, 4-13=972/145, 4-14= 1461/135,
5-14=-1624/104
BOT CHORD 10-15=0/610, 15.16=0/610, 9-16=0/610, 8-9-0/610, 7-8=-6/1184, 5-7= 6/1186
WEBS 2-8=-45/264, 3-8--641394.4-8=-6631132, 4-7=0/263, 2-10=-1007/123
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2pst; h.25f1; B=45h; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1.12, Interior(i) 3.1-12 to 8-8-8, Exterior(2) 8-8-8 to 11-8-8
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10 except Qt=1b)
5.110.
6) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job- - Truss TNSS Type Qty Ply 1336 WinCsoig SpectgW(10"
81579-17 CR1 Diagonal Hip Girder 1 1
Job Reference (optional)
Snake River Truss & Components, kisho Falls. ID 83401, Robin Pennell Run: 8.120 s ANS 2017 Print: 8.120 5 An q 15 2017 MTek Industries, Inc. Fri SepF 2212:59:37 2017 Page 1
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-E IvEoJZf EiGmaj=KW u7xH W PK2J4HsjGgC6Ab1yb33a
-2-6-0_ 2-9.11 5-7-3 9-10-0
2-6-0 2-9-11 - 2-9-7 4-2-13
Scale =1:27.6
3x4
14 5
4.80 12 3x4 13
4 W5 1P
W 3x4 12 m
11 T1
3 W4
10 B2
W 63
2 --_i
2 Wi �
X
7 _ ,-tiW1 _.._ W3. 48 18 19 6 o
n
o flt-_ - 3x4 =
1 15 9 16 17 8
�3xe 3x4 = 2x4
._ 2-9-11.__ &7-3 ___ 9-10-0
2-8-4. 2-9-7 - — 4-2-13
-B.Edg,.I4:0-1-8.0-1-61,170-5--4�dg,—
LOADING (psi) SPACING- 2-0.0�
CSL
DEFIL in
Iles) Well L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15
TC 0.65
Vert(LL) -0.03
6.7 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15
BC 0.59
Vert(TL) -0.06
6-7 >999 240
BCLL 0.0 ' Rep Stress Incr NO
WB 0.40
Horz(TL) 0.02
6 n/a n/a
BCDL 8.0 Code IRC2012/TPI2007
Matrix -R
Wind(LL) 0.01
6-7 >999 240 Weight: 53 lb FT.0%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr'Except*
end verticals.
82: 2x4 DF Stud/Std
BOT CHORD
Rigid ceiling directly applied or 10.0-0 0o bracing.
WEBS 2x4 DF Stud/Sitl
Mitek recommends that Stabilizers antl required crass bracing
WEDGE
Left: 2x4 OF Stud/Std
be installed during truss erection, in accordance with Stabilizer
_ Installation guide._
REACTIONS. (Ib/size) 6=708/Mechanical,2=802/0-8-3 (min. 0-1-8)
Max Horz 2.111(LC 21)
Max Upliff6= 82(LC 5f2= -137(1_C 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-649/0, 3-10=597/0, 3.11=-1060/65, 11-12=-1035/66, 4.12= 1020/70
BOT CHORD 2-15= 74/476,9-15= 74/476, 4-7=-11/370, 7-18.-114/1075, 18-19=-115/1069,
6-19=-114/1065
WEBS 3-9.-263/58, 7-9=69/455, 3-7=-50/488, 4-6=-1061/95
NOTES.
1) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012).91 mph; TCDL.4.2psf; BCDL=4.2psf; h=25ft; B=45f : L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL.1.60
plate grip DOL -1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except Qt=1b) 2=137.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 173 Ib up at 1.9-14,
47 It, down and 25 Ib up at 3-3-4, 45 lb down and 24 Ib up at 4-3-14, 73 Ib down and 48 he up at 6-7-4, and 41 he down and 18 Ib up at
6-9-14, and 69 lb down and 46 Ib up at 9.3-14 on top chord, and at 1-9-14, 9 Ib down at 3-3-4, 8 Ib down at 4-3-14, 79 Ib down at
6-7-4, and 87 lb down and 36 Ib up at 6-9-14, and 92 Ib down and 21 Its up at 9-3-14 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plp
Vert: 1-5=-86, 2-8=-16, 6-7=-16
Continued on page 2
Job Truss -Truss Type
81579-17 CRt Diagonal Hip Girder
Snake River Truss 8 Components, dsho Falls, ID W401, ROEIn Parini
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 10=32(8)13= 11(F)14=.69(8)18= -167(F= 79, B=-87) 19=-92(6)
Ory Ply 1336 Wieseng SpK92211D)AP
Job Reference (optional)
Run: 8.120 5 Aug9 15 2017 Print 8.120 s Aus 152017 Mi Industries, Inc Fri Se pv 2212:59:37 2017 Page 2
ID:gkRK6rIwMNcmgOTFb?ilGpyb7aG-EIvEoJZfEfGmajc KWu7xHWPK2J4HsjGgC6AbJyb 9a
Job -Truss Truss Type
B157917 on COMMON
Snake River Truss 8 Components, Idaho Falls, 10 SUM, Robin Pe0ingill
-1-6-0 7-6-0
1-6-0 - 7-6-0
8.00112
8
T1
7
2 HW1
0.1
3x6
-Gly Ply - 1336WirgsoWSpec9,2211b)RP
1 1
Job Reference (optional)
Fun: 8.120 5 Augg 15 2017 Print 8.120 5 Au gg 15 2017 MiTek Industries, Inc. Fri Sep 2212'59:38 200 Pagel
ID:gkRK6r w'MNcmgGTFb?ilGpyb7aG-iVic?fal?yPdBtBouDPMTV2a3ShZON5Ovssk7lyb33Z
15-0-0 16-6-0
7.6-0 - 1-6-0
4x4 Scale = 1:33.5
3
W1
T1
_- _--__.. -_-_- 7.6.0
7 6.0
Plate Offsets (X YT�2:0 0.4 U-�, 2f 0 0-s 0+5j,[2:0-2-%0-0-1I.[4:0-0-
4� f2 0 2 8 0-0-11 [4:0-0-4
- -_-
LOADING
LOADING (pat) SPACING- 2-0-0 CSI.
10
(loo) I/dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.65
Vert(LL) -0.10
2-6 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.39
Vert(TL) -0.18
4
BCLL 0.0 ' Rep Stress Incr YES
WB 0.14
Hoa(TL) 0.01
4 n/a Fila
BCDL 8.0 1 Code IRC2012rTP12007
HW1
.o
81
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr
n'
Structural wood sheathing directly applied or 5.10-8 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
BOT CHORD
Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2z4 DF Stud/Std
WEDGE
5 :c
MiTek recommends that Stabilizers and required cross bracing
12
be installed during truss erection, in accordance with Stabilizer
6
REACTIONS. (Ib/size) 2=897/0-5-8 (min. 0-1-8),4=897/0-5-8 (min.0-1-8)
Max Horz2= 95(LC 10)
Max Uplift2=-88(LC 12), 4.-88(-C 12)
3x8
2x4
-__ 7.6-0
15-0-0
_- _--__.. -_-_- 7.6.0
7 6.0
Plate Offsets (X YT�2:0 0.4 U-�, 2f 0 0-s 0+5j,[2:0-2-%0-0-1I.[4:0-0-
4� f2 0 2 8 0-0-11 [4:0-0-4
- -_-
LOADING
LOADING (pat) SPACING- 2-0-0 CSI.
DEFL in
(loo) I/dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.65
Vert(LL) -0.10
2-6 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.39
Vert(TL) -0.18
2-6 >945 240
BCLL 0.0 ' Rep Stress Incr YES
WB 0.14
Hoa(TL) 0.01
4 n/a Fila
BCDL 8.0 1 Code IRC2012rTP12007
Matrix -SH
Wind(LL) -0.04
4-6 >999 240 Weight: 58 lb FT 0%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr
TOP CHORD
Structural wood sheathing directly applied or 5.10-8 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
BOT CHORD
Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2z4 DF Stud/Std
WEDGE
MiTek recommends that Stabilizers and required cross bracing
Lek: 2x4 DF Stud/Std, Right: 2z4 DF Stutl/Std
be installed during truss erection, in accordance with Stabilizer
l Installation guide.
REACTIONS. (Ib/size) 2=897/0-5-8 (min. 0-1-8),4=897/0-5-8 (min.0-1-8)
Max Horz2= 95(LC 10)
Max Uplift2=-88(LC 12), 4.-88(-C 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-7=-885/56, 7-8= 707/72, 3-8=-682/88, 3-9.-682/88, 9-10= 707/72, 4-10=-885/58
BOT CHORD 2-11=0/594,6-11.0/594.6-12=0/594,4-12=0/594
WEBS 3-6=0/320
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2pst BCDL=4.2psf; h.251t; B=45ft; L=24X; eave.4lt;
Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2).1-7-0 to 1-5-0, Interior(1) 1.5-0 to 7-6-0, Exterior(2) 7.6-0 to 10-6-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL.1.60
3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = B.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss - -Truss Type
8157917 DIG Common SuppoGed Gable
Snake River Truss 8 Components, Idaho Falls. ID 83401, Robin Pearl
-1-6.0
1-6-0
7-6-0
7-6-0
GIy, Ply 1336 Wirdsong Spx522(IDjRP--- --
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print: 8.120 s Aug 152017 MiTek Industries, Inc. Fri Sep 2212:59'39 2017 Page 1
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-Ahl_D_bwmGXUpl m?RxxbOibter6dlrPZ8WbHfByb33Y
15-0-0 _ 16-6-0
7-6-0 1-6-0
04
Scale = 1:33.2
FORCES. (Ib) - Max. Comp./Mac. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vuit=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2psh BCDL=4.2psf; h-25ft; B=4511; L=24ft; eave=2ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) .1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 7-6-0, Corner(3) 7.6-0 to 10-6-0
zone; cantilever left and tight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/RPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2.0-0 Do.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10, 16, 17, 18, 14,
13, 12.
10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 10.
11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
0:
6
5
7
8.00 12
7 4
n
8
� T7 Y
ST4 _.. T1
ST3
ST3
3
9
$T2
ST2
STI
2
ST1 70
.? HWi i • _i
n
_ - : - HW1 'ro
.y
�( -' .>[
11 6
- 3x6 18 17 16
15 14 13 12 3x6
15-0-0
1500
Plate Offsets (X Y)-- L-0-4,0-0-7], [2:0-0-9,0-4 51, [2:0-3-0,0-0_1], [10:0-0-4,0-0-7], [10:0-0-9,0-4-5j, [10:0-3-0,0-0-1] -
LOADING (Pat) SPACING- 2.0.0 CSI.
DEFL in floc) Well Ud PLATES GRIP
TOLL 35.0 Plate Grip DOL 1.15 TC 0.15
Verfti -0.01 11 n/r 120 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.08
Vert(TL) -0.02 11 nir 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.07
Hoa(TL) 0.00 10 n/a n/a
BCDL 8.0 Code IRC2012/TP12007 Matrix -R
Weight: 77 lb FT - 0%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.I Ii
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 DF Stud/Sid
WEDGE
MiTek recommends that Stabilizers antl required cross bracing
Lek: 2x4 OF Stud/Std, Right: 2x4 OF Stutl/Std
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-0-0.
(Ib) - Max Hoa 2= 95(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 Ib or less at joint(s) 15, 16, 17, 18, 14, 13, 12
except 2=302(LO 1), 10=302(LC 1)
FORCES. (Ib) - Max. Comp./Mac. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vuit=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2psh BCDL=4.2psf; h-25ft; B=4511; L=24ft; eave=2ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) .1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 7-6-0, Corner(3) 7.6-0 to 10-6-0
zone; cantilever left and tight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/RPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2.0-0 Do.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10, 16, 17, 18, 14,
13, 12.
10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 10.
11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
0:
Job - -Truss -Truss Type
B1579-17 D2 Common Girder
Snake River Truss& Ccnimnenls, (Oahe Falls. ID 83401. Robin PeBinglll
-1-6-0
1-6-0
8.00 12
r
T1
2
n f�
0
3x6 =
7.6-0
7-6-0
Qty Ply -1336 Winds, Spac91?2(ID)RP
2 Job Reference (optional)
Run: 8.120 s /wgg 15 2017 Prim -.8120 s Aug 152017 Mali InCuslries. Inc. Fri Sepp 2212:59:40 2017 Page 1
I D:gkRK6rlwldNcmgQTFb? ilGpyb7aG-ftbMQKCYXaf LRBKB?eSgZw8y3FGG U4TiNALgCeyb33X
10-0-0 15-0-0
2-6-0 5-0-0
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No, I BBIr TOP CHORD
BOT CHORD 2x6 DF 180OF 1.6E BOT CHORD
WEBS 2x4 OF Stud/Sld'Except*
W 1: 2x4 OF 1800F 1.6E or 2x4 DF No.18Btf
REACTIONS. (Ib/size) 5=6950/0-5-8 (min. 0-3-11),2.4396/0-5-8 (min. 0.2-6)
Max Herz 2=91 (1-C 24)
Man Uplif15=-505(LC 8), 2.-436(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=6958/651, 3-4=-4558/468, 4-5=-8166/650
BOT CHORD 2-7=-455/5511, 7-8=.472/6513, 6.8=-472/6513, 6.9=-472/6513, 9-10= 472/6513,
5-10=-472/6513
WEBS 3-7=-563/6226, 4-7=-3763/232, 4-6=-244/4433
Scale = 1:32.9
5
n
4x6
6
-
11-1-1
-
15-0-0
3
3-10-15
6-0-12
-
5.0-5
220/195
3x6
Plate Offsets (X,V�_- 12:0-6-0,0-0-41, [ZILO-342 Edgej,4.0-1-12,0-1-81,[5:Edge,O-0
_
8J [6:0-4-12,0-2-01, L0-4.10 4 12j
4
SPACING- 2-0-0
CSI.
DEFL
in
T2
I/defl
W1
TOLL 35.0
Plate Grip DOL 1.15
TC 0.56
Vert(LL)
-0.11
5-6
W2
360
TCDL 8.0
Lumber DOL 1.15
BC 0.88
Vert(TL)
W3
5-6
>932
Bi
BCLL 0.0 '
Rep Stress Incr NO
77x8
Horz(TL)
0.05
e
n/a
n/a
=
Code IRC2012/TP12007
I Matrix -R
6
0.04
5-6
>999
240
48
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No, I BBIr TOP CHORD
BOT CHORD 2x6 DF 180OF 1.6E BOT CHORD
WEBS 2x4 OF Stud/Sld'Except*
W 1: 2x4 OF 1800F 1.6E or 2x4 DF No.18Btf
REACTIONS. (Ib/size) 5=6950/0-5-8 (min. 0-3-11),2.4396/0-5-8 (min. 0.2-6)
Max Herz 2=91 (1-C 24)
Man Uplif15=-505(LC 8), 2.-436(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=6958/651, 3-4=-4558/468, 4-5=-8166/650
BOT CHORD 2-7=-455/5511, 7-8=.472/6513, 6.8=-472/6513, 6.9=-472/6513, 9-10= 472/6513,
5-10=-472/6513
WEBS 3-7=-563/6226, 4-7=-3763/232, 4-6=-244/4433
Scale = 1:32.9
5
n
6-0-12
6
-
11-1-1
-
15-0-0
3-10-15
6-0-12
-
5.0-5
220/195
Plate Offsets (X,V�_- 12:0-6-0,0-0-41, [ZILO-342 Edgej,4.0-1-12,0-1-81,[5:Edge,O-0
_
8J [6:0-4-12,0-2-01, L0-4.10 4 12j
LOADING lost)
SPACING- 2-0-0
CSI.
DEFL
in
(loo)
I/defl
Ud
TOLL 35.0
Plate Grip DOL 1.15
TC 0.56
Vert(LL)
-0.11
5-6
>999
360
TCDL 8.0
Lumber DOL 1.15
BC 0.88
Vert(TL)
-0.19
5-6
>932
240
BCLL 0.0 '
Rep Stress Incr NO
WB 0.98
Horz(TL)
0.05
5
n/a
n/a
BCDL 8.0
Code IRC2012/TP12007
I Matrix -R
Wind(LL)
0.04
5-6
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No, I BBIr TOP CHORD
BOT CHORD 2x6 DF 180OF 1.6E BOT CHORD
WEBS 2x4 OF Stud/Sld'Except*
W 1: 2x4 OF 1800F 1.6E or 2x4 DF No.18Btf
REACTIONS. (Ib/size) 5=6950/0-5-8 (min. 0-3-11),2.4396/0-5-8 (min. 0.2-6)
Max Herz 2=91 (1-C 24)
Man Uplif15=-505(LC 8), 2.-436(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=6958/651, 3-4=-4558/468, 4-5=-8166/650
BOT CHORD 2-7=-455/5511, 7-8=.472/6513, 6.8=-472/6513, 6.9=-472/6513, 9-10= 472/6513,
5-10=-472/6513
WEBS 3-7=-563/6226, 4-7=-3763/232, 4-6=-244/4433
Scale = 1:32.9
5
Weight: 154 lb FT=O%
Structural wood sheathing directly applied or 4-4-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES -
1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 Co.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; B=45ft; L.241t; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional); cantilever lett and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chortl and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at -lb) 5=505,
2=436.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2879 Ib down and 394 Ib up at
6-0-12, 1712 lb down and 114 lb up at 8.0.12, 17121b down and 114 lb up at 10-0-12, and 1705 Ib down and 113 1b up at 12-0-12, and
1701 Ib down and 1091b up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
Continued on page 2
n
9 10 '
6
-
4xe
-
15-0-0
3-10-15
PLATES
GRIP
MT20
220/195
Weight: 154 lb FT=O%
Structural wood sheathing directly applied or 4-4-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES -
1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 Co.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; B=45ft; L.241t; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional); cantilever lett and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chortl and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at -lb) 5=505,
2=436.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2879 Ib down and 394 Ib up at
6-0-12, 1712 lb down and 114 lb up at 8.0.12, 17121b down and 114 lb up at 10-0-12, and 1705 Ib down and 113 1b up at 12-0-12, and
1701 Ib down and 1091b up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
Continued on page 2
Job Truss _ Truss Type
B1579-17 D2 Common Girder
Snake River Truss 8 Components. daho Falls, 10 83401, Robin Inevingill
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: 1-3=-86, 3-5=-86, 2-5=-16
Concentrated Loads (lb)
Vert: 7= -2879(F)6= -1712(F)8= -1712(F)9= -1705(F)10= -1701(F)
-Qty Ply 1336 Windso, Spec9Q2(Il
2 Jab Reference (optional)
Run 8.120skRK6 Au 15 gQ Print lGpy 5 Augg tb 2017 cYXa InGusKB? Sq w Sep 22125940 2017 Page 2
I D:gkRK6rIwMNangQTFb?ilGpyb7aG-ftbMOKCY%aILRBK6?eSgZw8y3FGGU4TiNALgCeyb33X
Job -Truss Truss Type
B1579 17 Et HIP GIRDER
Snake River Truss & Components, None Falls, ID 83401, Robin Petlingill
4-8.4 8-6-0 14-1-7
4-8-4 3-9-12 5-7-7
6.00 12
3x4
2
n T T1 „
v ' W1 W2
1
61
0
4x12 _ 22 23 17 24
2x4
City Ply 1336 Ondsoig Spe:922(1D)RP
Job Reference (optional)
Run: 8.120 s Aug I S 2017 PrinI: 8.120 s Aug 15 ZOt ] MiTek Industries, Inc. Fri Sep 2212'59:41 2017 Pagge 1
D:gkRK6rIwMNomgOTFb?ilGpyb7aG-7491egcAltnC2KvNZMz357g21fej DVSsbg4Ok4yb33 W
19-10.9 25-6-0 29-3-12 34-0-0
593 5-77- - 3912- - 484
6x8
19-10-9
25-6-0 29-3-12 34-0-0
- _ - 4-8-4 3-9-12
59-3
5 7-7 -9-
312
Plate Offsets (X 0
VI --_[1 .0-0 00-1], [3:0-4-6,Edge], [7:0-4-6,EdgEdge], [9:0-0-0,0-0-1]
2x4
3x6 -
3x8 --
in floc) I/dell L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.84
Vert(LL)
-0.4712-14 >861 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.74
Vert(TL)
5x8
BCLL 0.0 '
318 _
..19 4.
_
_.5
g.
721
Wind(LL)
0.2012-14 >999 240 Weight185lb FT=O%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 2.4-11 oc purlins, except
BOT CHORD 2x6 OF 1800F 1.6E
2-0-0 oc purlins (2.3-1 max.): 3-7.
WEBS 2x4 OF Stud/Std
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
3x4
WEBS
1 Row at midpt 6-11
REACTIONS. (Ib/size) 1=2902/Mechanical, 9=2887/Mechanical
W4'
8
W3
W4 W5
W4
W5
W3
.. Ti
W2 W1
16 2526
15 14
27 13
12 28 29
11
30 1031
3x4 -
4x8 M18SHS=-
3x6
3x8 =
2x4
4x8=
5x8 M18SHS=
Scale =1:58.3
9
M
32 4x12
4-84 8-60 14-1-7 -
19-10-9
25-6-0 29-3-12 34-0-0
- _ - 4-8-4 3-9-12
59-3
5 7-7 -9-
312
Plate Offsets (X 0
VI --_[1 .0-0 00-1], [3:0-4-6,Edge], [7:0-4-6,EdgEdge], [9:0-0-0,0-0-1]
_. _4-8-4
[12 0 4 8r04 BL if _4.0"2_12 0-2-01
LOADING (psp SPACING- 1-0-0 CSI.
DEFL
in floc) I/dell L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.84
Vert(LL)
-0.4712-14 >861 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.74
Vert(TL)
-0.7912-14 >516 240 M18SHS 220/195
BCLL 0.0 '
Rep Stress Incr NO WB 0.93
Horz(TL)
0.19 9 n/a We
BCDL 8.0
Code IRC2012/TPI2007 Matrix -R
Wind(LL)
0.2012-14 >999 240 Weight185lb FT=O%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 2.4-11 oc purlins, except
BOT CHORD 2x6 OF 1800F 1.6E
2-0-0 oc purlins (2.3-1 max.): 3-7.
WEBS 2x4 OF Stud/Std
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 6-11
REACTIONS. (Ib/size) 1=2902/Mechanical, 9=2887/Mechanical
Max Harz 1.-30(LC 23)
Max Upliftt- 389(LC 8), 9=-386(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2.-58461792,2-3=-52661726. 3.18=-6172/858.18-19=-6174/858, 4-19=-6175/858,
4-5=-61731857, 5-6=-6173/857, 6-20=-46581653, 20-21 =- 4657/653,7-21= 4655/653,
7-8=-5270/727, 8-9.-5834/790
BOT CHORD 1-22=-693/5203, 22-23=-693/5203,17-23=-693/5203,17-24--693/5203, 24-25.-693/5203,
16 -25= -693/5203,16 -26=-611/4690,15-26=-611/4690,14-15=-611/4690,14-27= 815/6197,
13 -27. -815/6197,12 -13.-815/6197,12-28.-815/6197,28-29=.815/6197,11-29=-815/6197,
11-30= 691/5192,10-30= 691/5192,10.31=691/5192,31-32--691/5192,9-32=-691/5192
WEBS 2-17=-58/452.2-16.-566191, 3-16--141/1030,3-14--249/1907,4-14--315/50,
6-12=-102/803, 6-11=-1951/256,7-1 1=-28712110, 8-11. 548/88,8.10=-55/436
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h-25it, B=45f1; L=34tt; eave=41t;
Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL -1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except dt=1b) 1=389,
9=386.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 He down and 461b up at 1-11-4
, 2541b down and 46lb up at 3-11-4, 2541b tlown and 461b up at 5-11-4, 2541b down and 461b up at 7-11-4, 2541b down and 461b
up at 9-11-4, 2541b tlown and 461b up at 11-11-4, 2541b down and 461b up at 13-11-4, 2541b down and 461b up at 15-11-4,2541b
down and 46lb up at 17-11.4, 2541b dawn and 461b up at 19-11-4, 254 Ib down and 461b up at 21-11-4, 2541b down and 461b up at
23-11-4, 254 Ib down and 461b up at 25-11-4, 254 Ib down and 46 lb up at 27-11-4, and 254 Ib down and 46 Ib up at 29-11-4, and 254
Ib down and 461b up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Continued on page 2
0
Job Truss Truss Type -Ory, -Ply 1376 WiMsong Spec922(IDjRP
B1579-17 E1 HIP GIRDER 1 1
Job Reference toptional)
Snake River Truss 8 Components, klabo Falls. ID 83401, Robin PeiRun: B 120 s Aug 15 2017 Prat 8,120 s Aug 15 201] MiTek IntlusOies, Inc. Fri Se pp 2212:59:41 2017 Page 2
ID:gkRK6rIwMNomgQTFb?ilGpyb7aG-7491egeA11nG2KvN7Mz357g2IfoiDVSsbg4Ok4yb33W
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: 1-3=-43, 3-7=-43, 7-9=-43, 1-9=-8
Concentrated Loads (lb)
Vert: 15=-254(6)14= 254(8)12= 254(B)11= -254(B)13 -254(8)22=254(8)23=-254(B)24=-254(8) 25=-254(B) 26=-254(B) 27-254(B) 28=-254(B) 29=-254(B)
30.-254(8)31=-254(B) 32.-254(B)
Job
Truss -
-
Truss Type
-
--otY Ply - 1335 WirgsoW Spec92217D)RP -
B1579-17
E2
2-0-0
Hip
Plate Grip DOL
t 1
TCDL 8.0
Lumber DOL
1.15
BCLL 0.0 '
Rep Stress Incr
Job Reference (optional)
Snake River Truss & Components, Idaho Falls, ID 83401, Robin Peainglll
Code IRC2012/TPI2007
Run: 8.1205 Augg 15 2017 Print: 8.120 s Aug 15 W17 MITek Industries, Inc. Fri Sep 22 12:59:42 2017 Pagge 1
ID:gkR 6 'u 15 2017
_.
5-10-4
11-2-0
TC
17-0-0
22-10-0 28-1-12 34-0-0
1-12
5-10-4
53-12
MT20
5-10-0 -
_ _
5-10-0 - -5-3-12 - - 5-10-4
0.66
Vert(TL) -0.74
1-12
>546
240
Scale = 1:57.4
WB
0.75
46
7
n/a
n/a
Matrix
3x8
46
10
>999
240
3
15. 16 74
-. 2
17 . _ 18 5
6.00 12
2x4
2x4
14
19
'?2T1
8
CP
.-
W2
W3 W4
W3 W2 Tum
h N
13
- 20 ,n
Ni
W1
1
7
3x6 -
12
11 10
o'
9 8
3x8
44 = 2x4
_
3z6
3x8 =
44 =
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1 &Btr
WEBS 2x4 DF Stud/Std
_
17.2-0
22-10-0
11-2-0
LOADING (psf)
SPACING-
2-0-0
TCLL 35.0
Plate Grip DOL
1.15
TCDL 8.0
Lumber DOL
1.15
BCLL 0.0 '
Rep Stress Incr
YES
BCDL 8.0
Code IRC2012/TPI2007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1 &Btr
WEBS 2x4 DF Stud/Std
_
17.0.0
22-10-0
34-0-0
11-2-0
_
CSI.
DEFL in
(loo)
Well
L/d
PLATES
GRIP
TC
0.57
Vert(LL) -0.31
1-12
>999
360
MT20
220/195
BC
0.66
Vert(TL) -0.74
1-12
>546
240
WB
0.75
Horz(TL) 0.16
7
n/a
n/a
Matrix
-R
Wind(LL) 0.07
10
>999
240
Weight: 1541b
FT=0%
REACTIONS. (Ib/size) 1=1728/Mechanical,7=1728/Mechanical
Max Horz 1=80(LC 11)
Max Upliftl=-98(LC 12), 7--98(LC 12)
BRACING -
TOP CHORD
BOTCHORD
FORCES. (lb) - Max. Comp./Maur. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-3263/376, 2-13=-3152/395, 2-14=-27751315,3-14=-25891333,3-15--2378/334I
15-16= 2381/334.4-16=-2384/334.4-17=-2384/334,17-18 2381/334,5-18=-2378/334,
5-19=-2589/333,6-19.-2775/315,6-20=-31521395,7-20=-3263/376
BOT CHORD 1-12= 313/2844, 11-12=-224/2705, 10-11=-224/2705, 9-10=-224/2705, 8-9= 224/2705,
7-8=-307/2844
WEBS 2-12=-517/143, 3-12=-33f720, 4-12=-652/77, 4-8--652/77, 5-8=33/720, 6-8--517/143
Structural wood sheathing directly applied or 2-11-4 oc purlins, except
2-0-0 oc purlins (4-0.13 max.): 3-5.
Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation. uide.-_
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f1; B=45f ; L=34ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 to 11-2-0, Exterior(2) 11-2-0 to
27-7-11, Interior(1) 27-7-11 to 33-11.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 7.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job - Truss -Truss Type
Dry
-Ply 1336 Wi1dsorg Spe,922111))RP
B1579-17 E3 HIP
1
1
Job Reference (optional)
Snake River Truss & Components, Wahl Falls, ID 83401, Rl Petlinglll
Run: 8.120k Augg 15 2017 Prra 8.120 s Aug 152017 MiTek Industries, Inc. Fri Sep 22125943 2017 Pagel
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-3SH
V2MeDgV1 vle3mgn?XAYIROTLThUm938ZVozyb33U
7-2-4 13-10-0_
20-2-0
26-9-12 34.0-0
7-2-4 6-7-12
6-4-0
6-7-12 - 7-2.4
Seale = 1:57.4
5x6
4x4
- 3
A6 4
X
-.
6.00 12
3x4 14
17 3x4
`2 '4 T1
W4
5'
Ti
n'
f W3
W3
r
13
18
W1 W2
W2 W1
1
6
- _.- B1--._..
0
B2 .: ..
B3 m
3x6 = 12 11 10
19 9 8
7 3x6 o
2x4 44 - 3x4
3x4 -- 3x8
-- 2x4
7-2-4_ ,- 13.10.0
_ -
20-2-0
2&942 34-0-0
7-2-4 fi-7-12 _
.. -
6-4-0 ---
6-7-72 7-2-4
Plate Offsets (X,Y)-- [3:0-30.0-1 -12]-
-
_- _ _-
LOADING (psf) SPACING- 2-0.0 CSI.
DEFL in
(loo) Vdefl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.70
Vert(LL) -0.20
8-10 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.66
Vert(TL) -0.37
8-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.82
Horz(TL) 0.15
6 n/a n/a
BCDL 8.0 Code IRC2012/TP12007 Matrix-SH
_..
Wind(LL) 0.07
8-10 >999 240 Weight: 156 Ib FT=0%
LUMBER.
BRACING-
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 2-8-3 oc purlins, except
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No. 1&Btr
2-0-0 oc purlins (3.5-6 max.): 3-4.
WEBS 2x4 DF Stud/Std
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
(_Installation guide,,__
REACTIONS. (Ib/size) 1.1728/Mechanical, 6=1728/Mechanical
_ J
- - -"- -
Max Horz 1=.99(LC 10)
Max Uplitt1=-98(LC 12), 6=98(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shown.
TOP CHORD 1-13=-3280/331, 2-13=-3147/346, 2-14=-2469/296,3-14=-2328/318,3-15=-20811324,
15-16=-2081/324.4-16.-2081/324.4-17.-2329/318,5-17=-2470/296,5-18= 3146/346,
6-18=3279/331
BOT CHORD 1.12=-263/2812,11.12=-263/2812,10-11=-263/2812,10-19=-143/2080,9-19=-143/2080,
8-9.-143/2080,7-8= 257/2812,6-7= 257/2812
WEBS 2-12=01266,2.10=-8351136, 3-10=.12/530, 3-8.-282/283, 4-8=-23/501, 5-8=-835/137,
5-7.0/266
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012).91 mph; TCDL=4.2psf; BCDL=4.2psf; h.25ft; B=45ft; L=34ft; eave=41t;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 to 13-10-0. Exterior(2) 13-10-0 to
24-11.11, Interior(1) 24-11-11 to 33-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL. 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 6.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss
- Truss Type
-Qty 'Ply - -1336 Windeorg SpeceM(ID)dP
BI 579-17 E4
HIP
1 1
Snake River Truss & Components, Idaho Falls, In 83401, Rabin Peltingill
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print: 8.120 s Augg 152017 MiTek Industries, Inc Fri Se 2212:59:44 2017 Page i
IO:gkRK6rIwMNcmgQTFb?ilGpyb7aG-XfrtGif2bo9mvoeyEUWmjmlYDsehOuTIHoJ2LPyb33T
-1-6-0 5-10.5
11-2-3
16-6-0 17-6-0 19-8-8 26-7-8 34-0-0
1-6-0 5-10-5
5-3-13
_
5-3-13 1-0-0 2-2-8 6.1/-0 7-4-8
6.00 /2
3x4
4723
r'
`? ,e 5x6
n T
0 (D
3
W2 W3
22T1 ' Ni
2
15 14 26
3x4 -
3x6 = 3x4 .
LOADING (psf) SPACING- 2-0-0
TOLL 35.0 Plate Grip DOL 1.15
TCDL 8.0 Lumber DOL 1.15
BCLL 0.0 ' Rep Stress Incr YES
BCDL 8.0 Code IRC2012/TPI2007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No. 1&BIT
WEBS 2x4 OF Stud/Std *Except*
W9: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr
4x4
4x6
5 T36 3x4
7
W5
W4 W4 W6
W7
T4 24
W8 -'
82
27 13 12 11
3x8 - 5x10 MT20HS-=
3x4 3.00 12
6x8
8
W9
T5 25
10 B4
6x8 MI8SHS_r
Scale = 1:63.0
N
m
N
)g C?
3x8 M18SHS<�
1b -b -u _
7-11-12 _
1ge], [10:0-4-0A
17-6-0 19-8-8_
1A-0 2-2-6,
_
_
26-7-8
811_074-8
34-0.0
CS].
DEFL
in (loc)
Wall
Lfd
PLATES
GRIP
TC 0.93
Vert(LL)
-0.5210-11
>780
360
MT20
220/195
BC 0.85
Vert(TL)
-0.9110-11
>449
240
MT20HS
165/146
WB 0.98
Horz(TL)
0.43 9
n/a
n/a
M18SHS
220/195
Matdx-MR
Wlnd(LL)
0.1610.11
>999
240
Weight: 188 Ib
FT=OY
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4.8-12 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-13
2 Rows at 1/3 pts 8-11
_. i -.._. -.-_ _-
MiTek recommends that Stabilizers antl required cross bracing _--
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) 2=1882/0-5-8 (min. 0-2-0).9=1721/Mechanical Installation guide. _-- -- - - ---
Max Horz 2.126(LC 11)
Max Uplift2_ 139(LC 12), 9= 97(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-31741286, 3-22--30631303, 3-4=-28611296, 4-23.-2110/262, 5-23=-2090/281,
5-6=-1798/285,6-7= 2062/314,7-24--2228/287,8.24=-2390/274, 8-25-5622/506,
9-25--5760/491
BOT CHORD 2-15=230/2740. 14-15=-163/2283, 14-26=-163/2283. 26-27=-163/2283, 13-27=-163/2283,
12-13=-66/1753,11-12--102/2012, 10-1 1=-394/5084, 9-10-40015185
WEBS 3-15=407/101, 4-15.-3/463, 4-13=-7281132,5-13=-10/382, 6-13-671509,6-12-18W785,
7-12=-968/165,7-1 1= 4/540, 8-11=3316/318, 8-10=-135/2541
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst BCDL.4.2psh h.25ft B=45ft; L.34h; eave.4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) .1-6-13 to 1-10-0, Interior(1) 1-10-0 to 16-6-0. Exterior(2) 16-6-0 to
17-6-0, Interior(1) 22-3-11 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9 except Qt=1b) 2=139.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
-Truss Truss Type
TOP CHORD
Oy Ply 1336 Windsong Spec922(IDRP
81579-17
E5 ROOF SPECIAL
1 1
1 Row at midpt 3-12,6-11
MiTek recommends that Stabilizers and required cross bracing 1
Job Reference (optional)
Snake River Truss B Components, Maho Falls, ID 83401, Robin Peri
Run: 8,120 s Augg 15 2017 Print: 8.120 s Aug 15 2017 MiTek Industries, Inc Fri Sepp 2212:59:45 2017 Page l
D:gkRK6rlwfdNcmgOTFb?ilGpyb7aG-?rOFT2fhM6HdXyDBoC2?Fzrn W(GzO904R
-1-6-0
8-9-4
17-0-0
WS2btryb33S
19-8-8 24-3-0 28-9-9 34-0-0
1-6-0
8-9-4
8-2-12
_
2-8-8 4-6-8 4-6-8 5-2-7
Scale = 1:59.3
06 --
6.00 12
4
h. 3x4
5
21
22
T2
6x8
T3 46 -
6
C?
3
3x8
s)
W3 7 2x4 -.
W4 W5 W6 8
T1
W2
W7
23
20 W1
We -T4..
B310 - B4 a
-q
" 2
— BL
R2
ip
6x8 M18SHS= - .�
0
13
12 11
3x8
5x6
3x8 -. 5x6 4x12 -<
3.00 12
8-9-4
17-0-0 --
19-8-826-7-8 34-0-0_
-- -'
_
-Plate
8-9-4
8-2-12
-- __—
2.8-8 6-11-0 - - - - 7-4-8
Offsets (X,Y)--
[2:0-8-0,00-6], [3:0-4-0,Edge], [4:0-3-0,0-2-4j,
_-_
(6:0-2-4.0-2-01,19.0-0-1 4Edgej�j10:03-00-3-01 f13:0-3-0,0-3-0]
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL in (loc) Visit L/d PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.70
Vert(LL) -0.4710-11 >874 360 MT20 220/195
TCOL 8.0
Lumber DOL 1.15
BC 0.89
Vert(TL) -0.82 10-11 >497 240 M18SHS 220/195
BCLL 0.0 '
Rep Stress Incr YES
WB 0.83
Horz(TL) 0.37 9 n/a n/a
BCOL 8.0
Code IRC2012fTP12007
Matrix -MR
Wind(LL) 0.1510-11 >999 240 Weight: 1671b FT=0
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr
WEBS 2x4 DF Stui *Exci
W7: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr
REACTIONS. (Ib/size) 2=1888/0-5-8 (min. 0-2-0), 9=1714/Mechanical
Max Herz 2.131 (LC 11)
Max Uplitt2=141(LC 12), 9=-96(LC 12)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2.0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-12,6-11
MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection, in accordance with Stabilizer
Ineln IIafinn n,,id.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-20.-3016/226.3-20=-2858/254, 3-21=-2105/236,4-21=-19231250, 4-5=-1920/264,
5-22=-2161/268, B-22=-2309/262, 6-7-5395/439, 7-8--5443/426, 8-23=- 5715/507,
9-23--5841/499
BOT CHORD 2-13=-15812556,12-13=-15912554,11-12=-72/1957,10-11--20213271I 9-10.-417/5271
WEBS 3-13=0/307, 3-12=950/129, 4-12=-102/1153, 5-12=-782/100, 5-11=-51/603,
6-11.-1764/177,6-10= 154/2772,8-10= 360/123
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2psf; BCD_=4.2psf; h=251t; B=45f1; L=34ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-10-0, Interior(i) 1-10-0 to 17-0-0, Exterior(2) 17-0-0 to
20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions
shown; Lumber DOL -1.60 plate grip DOL.1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joini 9 except 0611b) 2=141.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI(TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type
B1579-17 E6 ROOF SPECIAL
Snake River Truss & Components. Maho Falls, ID 83401, Robin Petlingill
-1-6-0
1-6-0
8-9-4
8-9-4
'Dry -Ply 1336 Wirdsohg Spkaa42jImRP
3 1
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print 8.120 s Aug 152017 MTek Industries, Inc. Fri Sep 2212:59:46 2017 Re gee 1
ID:gkRK6rlwMNomgOTFb?ilGpyb7aG-T1yehOgJ7OPU96oLMvZEOBNvjglJurNbl6o9PHyb33R
17-0-0 19-8-8 243-0 28-9-9 34-0-0 35-6-0
8-2-12 2-8-8 4-6-8- 4-6-8 - 5-2-7 - 1-6.8
Scale = 1:60.3
4x4
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Btr
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.t&Btr
WEBS 2x4 OF Stud/Sttl'Except*
W7: 2x4 OF 1800F 1.6E or 2x4 DF No. 1&Btr
REACTIONS. (Ib/size) 2=1885/0-5-8 (min. 0-2-0),9=1852/0-5-8 (min. 0-1-14)
Max Horz 2.133(LC 11)
Max Uplift2=-139(LC 12), 9.-137(LC 12)
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
6.00 12
4
WEBS
i Row at micpt 3-13,6-12
MiTek recommentls that Stabilizers antl required cross bracing
be installed during truss erection, in accordance with Stabilizer
_ Installation guide. J
3x4
5
22
23
T2
6x8
T3
46
6
rp
3
3x8
ob
W3
7
2x4 -
W2
V%4 W5 W6
W7
8
T1
a
W7
? We
21
T4
24
- _B4
iw
-B1 ____
__ 92
i--1
If
{c}9
_
6x8 M18.SHS-
-'
'-.e'
104
14
13 12
3x8 =
56
3x8 5x6 -
3x8 M18SHS
-.
3.00 12
_.
8-9-4
_
17-0-0
19-8-8
26-7-834-0-0
894
8412___.
288 -
6110._
748__ -
Plate Offsets (X,Y)-
[2:0-8-0.0-0-6 , 3:0-4-O,Ed
a 6.0-2-4.0-2-0 , 9 0�0.10,Ed e , 11:0-3-12,03-4 , 14:0-3-0.0-3-0 _
s][ _ ][ sj[ ][ ]
- -
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in (loo)
I/defl
Ud
PLATES
GRIP
TCLL
35.0
Plate Grip DOL
1.15
TC 0.86
Vert(LL) -0.4511-12
>898
360
MT20
220/195
TCDL
8.0
Lumber DOL
1.15
BC 0.91
Vert(TL) .0.8311-12
>489
240
M18SHS
220/195
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.82
Horz(TL) 0.37 9
n/a
n/a
BCDL
8.0
Code IRC2012/TPI2007
Matrix -MSH
Wind(LL) 0.1411-12
>999
240
Weight: 1691b
FT 0%
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Btr
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.t&Btr
WEBS 2x4 OF Stud/Sttl'Except*
W7: 2x4 OF 1800F 1.6E or 2x4 DF No. 1&Btr
REACTIONS. (Ib/size) 2=1885/0-5-8 (min. 0-2-0),9=1852/0-5-8 (min. 0-1-14)
Max Horz 2.133(LC 11)
Max Uplift2=-139(LC 12), 9.-137(LC 12)
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
i Row at micpt 3-13,6-12
MiTek recommentls that Stabilizers antl required cross bracing
be installed during truss erection, in accordance with Stabilizer
_ Installation guide. J
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-2l.-30211228,3-21 =- 2733/256, 3-22=-2090/233, 4-22=-1908/247, 4-5=-1939/260,
5-23=-2148/261, 6.23=-2297/254, 6-7=-5366/389. 7-8=-5412/376, 8-24=.5745/441,
9-24.-5790/426
BOT CHORD 2-14=-1 29/2564,13.14=131/2561, 12-13=-5711949,11-12=-1 80/3257, 9-11=-350/5218
WEBS 3-14=0/305, 3-13.-985/141, 4-13=-1 23/1236, 5-13=779/118, 5-12=-45/571,
6-12.-1753/162,6-11= 121/2755,8-11= 333/98
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34X; eave.4it
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-10-0, Interior(1) 1-10.0 to 17-0-0, Exterior(2) 17-0-0 to
20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL -1.60 plate grip D0L.1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2-139,
9=137.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type
-Oty Ply - 1W6WIn1soWSpec922(ldAP
81579-17 E7 Roof Special
3 1
Job Reference (optional)
Snake Rlver Truss 8 Components, Idaho Falls, In 83401, Robin Peniingill
Run: 8.120 5 Aug 15 2017 Print 8 120 s Augg 15 2017 RTek Industries, Inc. Fri Sep 2212'59 47 2017 Page 1
ID:gkRK6flwgOTFb?ilGpy U
MNcm
aG.xEWOukhxujXLmFNXvr4TLOw9L4hldllk_mXixkyb33O
7-1-12
14-60
168.8 21-3-0 25-9-9 31-0-0 32-6-0
7-1-/2
6-164
2-8-8 4-6-8 4-6-8 5.2.7 - 1-6-0
44
Scale =1:57.4
3
3x4
6.00'12
17
4 18
3x4
T2 3x6 -
pp
Ti
5
C?
3x6
m 16
W5
W5
6 2x4 --
5x8 M78SHS
W4
W7 WB 7
W9
1 INS
W10
m W1-
0
_ T3 19 IN
134
&3 1077
1 B1 W2 - ( B2 _�.,
8
_. :L - 7x8 _ '2 m
_
15 14 13
12
11 3x6 o
3x4 - 3x4 3x8
3x8
- 5x6 _.
3.00 12
- 7-1-12_-_ _
14-0-0
16-8-8 23-7-8 31-0-0
7-1-12
6-10-4
2-8-8 641-0 7-4-8 -- -- '
Plate Offsets (X,Y)--_.[f Edge,0-1-12] f3 0-2_OA-2.8], [5:0-1-12,01 8], [8:0-0-10,Edge],
[10:0-3-10,0-3-81,[13:0-3- 8 04-8]_ - --- - -- - - - --
LOADING (psi) SPACING- 2-0-0
CSI.
DEFL. in (loc) Well Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15
TC 0.55
Vert(LL) .0.3510-11 >999 360 MT20 220/195
TOOL 8.0 Lumber DOL 1.15 ,
BC 0.76
Vert(TL) -0.6210-11 .592 240 MISSHS 220/195
BCLL 0.0 ' Rep Stress Incr VES
WE 0.82
Horz(TL) 0.29 8 We n/a
BCDL 8.0 Code IRC2012/TPI2007
Matrix -IR
Wind(LL) 0.1110-11 >999 240 Weight: 169 lb FT=O%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr
end verticals.
WEBS 2x4 DF Stud/Std *Except*
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W9,W1: 2x4 OF 1800F 1.6E or 2x4 OF No. 1&Btr
WEBS 1Row at midpt 2-125.11
REACTIONS. (Ib/size) 15=1557/0-5-8 (min. 0.1-11),8=172110.5-8 (min. 0-1-12)
Max Horz 15.-149(LC 10)
Max Upliitl5= 87(LC 12), 8=-136(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-16=-20571186.2-16--1926/201.2-17=-1722/206, 3-17=-15781229,3-4=-15991233,
4-18=-1794/230.5-18=-1953/223,5-6.-4670/327, 6-7= 4750/314, 7-19=-4993/379,
e-19=-5099/362,1-15.-1492/178
BOT CHORD 14-15=521327,13-14=-521327,12-13=.6311723,11-12--33/1645, 10-11=-141/2813,
8-10=-294/4534
WEBS 2-12=-488/83, 3-12=107/949, 4-12=-773/101, 4-11=-34/557, 5-11.-1566/142,
5-10=-88/2436, 7-10=-277/101, 1-13--78/1500
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; 8=4511; L=318; eave=4ft;
Cat II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-2.15, Interior(1) 3-2-15 to 14-0-0, Exterior(2) 14-0-0 to
17-1-3 zone; cantilever le0 and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL -1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15 except Ut=lb)
8=136.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss Truss Type
81579 17 EB Real SWdal
Snake River Truss & Components, klaho Falls, 10 83401, Robin Paringill
6-0-0_ 8-8-8
6-0-0 2-8-8
4x4
6.00 12
2
3x4
Y1 3 14
3x4
1
'7
0
eb W3
o W7 W4 W5
lh W2
-Oty Ply 1336Wirdsorg Spec M22(IDFP - -
Job Reference (optional)
Run :6.120 5 Auuge 15 2017 PrintTFb 8.120 s Aug 16 2017 MTek Industries, fCOPyjT Inc, T Sep JMkh 9:48 2017 Page 1
ID:gkRK6rIwM7.9-9 Fb?ilGpyb7aG-QQ400-0 fCOPyjTK24-6-0eU4JMkhuCOHFUAyb33P
13-3-0 17.9-9 2-2-7 2-6- 0
4-6-8 4-6-8 - 5-2-7 1-6-0
T2 4x4
4
W6
82
Gam- -B7 -..
12 2x4 1 11 10
3x8 -- 5x6 - 3.00 12
6.0.0 _ __ 8-8-8_ 15-7-8
6-0-0. -2-8-8 6-11-0
_Plate Offsets (x,v)- [101 0,0-1 -8]. 4[ 00-12,0.2-0) f9.0 -2_1z,0-2-81112:0-2-0.0-0-8]
3x4
5 2x4
W7 6
W6
9 B3 _ T3 15
5x6 - 7 se
8
3x8 0
23-0-0
7-4-8
Scale =1:50.7
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL in
goc) I/defl Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97
Vert(LL) .0.20
9-10 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.55
Vert(TL) -0.36
9-10 >752 240
BCLL 0.0 ' Rep Stress Incr VES WB 0.84
H=(TL) 0.18
7 n1a n/a
BCDL 8.0 Code IRC2012/TPI2007 Matrix -R
Wind(LL) 0.06
9-10 >999 240 Weight: 1351b FT=O%
LUMBER-
BRACING.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 3.2-15 oc purlins, except
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
end verticals.
WEBS 2x4 DF Stud/Std
BOT CHORD
Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS
1Row at midpt 2-11,4-10.1-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installationguide_
REACTIONS. (Ib/size) 12=1148/0-5-8 (min. 0-1-8),7-1314/0-5-8 (min. 0-1-8)
_ _
__ -
Max Horz 12=-200(LC 10)
Max UpliN12=-66(LC 12), 7--11 0(I -C 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shown.
TOP CHORD 1-13= 789/138, 2-13=-674/149. 2-3=-707/168. 3-14=883/162, 4-14-1064/160,
4 -5. -3064/161,5 -6.-3147/148,6-15--3461/212,7-15=-3563/195,1-12=-1092/166
BOT CHORD 10-11-0/851, 9.10=-1911763, 7-9=-1 0613149
WEBS 2-11=-56/352, 3-11=-791/99, 3-10=-41/572, 4-10=-1230/98, 4-9=0/1743, 6-9.-333/114,
1-11--97/790
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(I RC201 2)=91 mph; TCDL-4.2pst BCDL.4.2psf; h=251t; B.45ft; L=24ft; eave.4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1.12 to 3-1-12, Interior(1) 3-1-12 to 6.0-0, Extedor(2) 6-0-0 to 9-0-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL.1.60
3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joints) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joints) 12 except at -lb)
7=110.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job --- -- --- -Truss - - Truss Type
01579-17 E9 Commen
Snake River Truss & Components, paha Falls. ID 83401, Such Pei
6-0-0
6-0-0
46
6.00 12
2
'p,
3x4
1
'7
0
m Yd3
o' W i.
n W2
92x4 e
3x8 =
LOADING (psi)
SPACING-
2-0-0
TCLL
35.0
Plate Grip DOL
1.15
TCDL
8.0
Lumber DOL
1.15
BOLL
0.0 '
Rep Stress Incr
YES
BCDL
8.0
Code IRC2012/TPI2007
LUMBER -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Sir
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 OF Stud/Sitl
Oty -Ply 1336Wind.rg Spec922uDIRP -
4 1
Job Reference (optional)
Run:
&120s Aug 152017 Prim: 8,120 s Augg 152017 MTek Industries, Inc. Fri Sep2212' 59402017 Page l
ID:gkRK6rlwfdNcmgOTFb?ilGpyb7aG-004063iZf l fCOPyjTKbitcTDG 114MMgkuCOHFUAyb33P
14-2-12 23.0-0 24-6-0
8-2-12 8-9-4 1-6-0
Scale = 1:50.7
11
4
T2
_B2- _ _. _,-. 6 ,?
7
6x8
6
0
-'
4x4 -
3x4 =
3
2x4 '
14-2-12
23.0-0
W4
8-9.4
=
'T3
CSI.
WS
in
(loo)/defl L7d PLATES GRIP
TO 0.99
VBd(LL)
-0.16
12
REACTIONS. (Ib/size) 9=1148/0-5-8 (min. 0-1-8),4.1314/0-5-8 (min. 0-1-8)
Max Horz9=-200(LC 10)
Max Uplift9=-66(LC 12), 4=-1 10112)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1.10=-799/128, 2-10=.596/147, 2-11--676/152, 3-11= 874/124, 3-12=-1718/154,
4-12--1874/124,1-9=-11001162
BOT CHORD 7-8=.24/1522,6-7.-2411522,4-6=-23/1525
WEBS 3-8=-10351138,3-6-0/336,1-8=-1051836
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h-25ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1.12 to 3-1-12, Interior(1) 3.1-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 9 except (jt=lb) 4=110.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
4
_B2- _ _. _,-. 6 ,?
7
6
0
-'
4x4 -
3x4 =
2x4 '
14-2-12
23.0-0
8.2-12
8-9.4
CSI.
DEFL
in
(loo)/defl L7d PLATES GRIP
TO 0.99
VBd(LL)
-0.16
4-6 >999 360 MT20 220/195
BC 0.55
Vert(TL)
-0.35
4-6 >773 240
WB 0.45
Ho2(TL)
0.04
4 n/a n/a
Matrix -R
Wind(LL)
0.06
4-6 >999 240 Weight:1151b FT=O%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-12 oc purlins, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 2.8, 3-8, 1.9
MiTek recommends that Stabilizers antl required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) 9=1148/0-5-8 (min. 0-1-8),4.1314/0-5-8 (min. 0-1-8)
Max Horz9=-200(LC 10)
Max Uplift9=-66(LC 12), 4=-1 10112)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1.10=-799/128, 2-10=.596/147, 2-11--676/152, 3-11= 874/124, 3-12=-1718/154,
4-12--1874/124,1-9=-11001162
BOT CHORD 7-8=.24/1522,6-7.-2411522,4-6=-23/1525
WEBS 3-8=-10351138,3-6-0/336,1-8=-1051836
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h-25ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1.12 to 3-1-12, Interior(1) 3.1-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 9 except (jt=lb) 4=110.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Ory Ply 1336 Wirxii ig Spec"2(li
81579 17 Do
Hip
1 1
Job Reference (optional)
Snake River Truss B Components, Idaho Falls, to 83401, Robin Petlinglll
Run: 8,120 a Augg 15 2017 Prat ' 8.120 a Au qq 15 2017 MITek Industries, Inc Fri Sepp 2212:59:492017 page l
ID:gkRK6rIwMNcmgOTFb?ilGpyb7aG-ucemJPjBPLn30ZWw116x0p?SrtMAPM40pOcyb330
5-6-0
6-6-0
12-2-8
15-10-8 19-6-8 21-0-0 23-0-0 24-6-0
5-6-0
1-0-0
5-8-8
_ _ _ _
3-8-0 3-8-0 1.5-8--2-0-0 1-6-0
4x4
Scale = 1:50.3
6.00 12
6x8
2
T2 3
19
T1
3x4. 18
'
20 2x4
1
4
W4
..:. T3
,? '9W5
r; oo
_ '..'i '..
5x6
5 y,irr
m
W3 W3
2x4
Wl-
82 3x6
W2
6
W7 WB 7 46
-- Ng®
_. 83 �5421
W6
13 12 " -'.T4 9 .0
81 -:.
n
-� _-:�;. 4,
7x8-- 5x10 MT20H5 _= 10.y
o
17
16 15
14 11 3x4 =
2x4
3x8 =- 3x6 -
2x4 04 -
_ 5.6-0 6-6-0 12-2-8
_ --- 5-6-0 1-0-0 5-8-8
Plate Offsets (%,Y)-- [1:0-1-4.0-1-8],13:0-2-12.0-1-4], [5:0-2-4.0-1-8],18_0-2-0,0-£
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 35.0 Plate Grip DOL 1.15 TC 0.74
TCDL 8.0 Lumber DOL 1.15 BC 0.61
BCLL 0.0 ' Rep Stress Incr YES WB 0.93
BCDL 8.0 Code IRC2012ITP12007 Matrix -R
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or2x4 DF No.1&Btr
BOT CHORD 2x4 DF 18001'1.6E or2x4 DF No.1&Btr'Except*
62: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W10: 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr
REACTIONS. (Ib/size) 17=1148/0-5-8 (min. 0-1-8),9=1314/0-5-8 (min. 0-1-8)
Max Horz 17=-196(LC 10)
Max Uplittl7.-66(LC 12), 9=-11 O(LC 12)
19-6-8 23-0-0
_ 740 __ 3-5.8
:0-4-00-2-e1 [13:0-2-12,Edge] --_ ---
DEFL in (loo) Videfl Ud PLATES GRIP
Vert(LL) -0.2612-13 >999 360 MT20 220/195
Vert(TL) -0.5012-13 >541 240 MT20HS 165/146
Horz(TL) 0.18 9 1 n/a
Winch 0.0812-13 >999 240 Weight:161lb FT=O%
BRACING- - --� �- -
TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, except
end verticals, and 2-0-0 oc pudins (6-0-0 max.); 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 2-16, 3-16, 3.15, 1.17
MiTek recommends that Stablizers and required cross lbracting
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-18=-747/138,18-19.-6541146. 2-19=-634/155,2-3=-588/173,3-20--1643/237.
4-20.-1745/219,4-5= 1737/166,5-6--4322/200,6-7=-4342/188,7-8=-39101183,
8-21=-1927/1'13, 9-21=-1991/107, 1-17.-1099/174
BOT CHORD 15-16=0/663.4-13=-3761126,12-13=-6012121,11-12=-9/833, 7-12--261/56.9-11=.6111630
WEBS 2-16.-286/284, 3-16=-726/101, 13-15=0/683,3-13=-132/1334, 5-13=-764/89,
5-12=-53/2115, 8-12.-85/3000, 8.11=-1426/41, 1-16=-113/819
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL.4.2psf; h=25ft; B=4511; L=24tt; eave.4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-6-0, Exterior(2) 5-6.0 to 6-6-0.
Interior(1) 10-8-15 to 24.6-13 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joni 17 except (jt=lb)
9=110.
8) This truss is designed in accordance with the 2012 International Residential Code sections 8502.11.1 and R802.10.2 and referenced
standard ANSI TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job- -
-- Truss-- Truss T e
YP
- - -
Qty -Ply - - -1336 WiMsong 8pec922(10)RP- _
8157917
Ell HIP
1 1
Job Reference (optional)
Snake River Truss &Components,
Baho Falls, l0 83401, Robin Pellingill
Run: 8.120 s Augg 15 2017 Print: 8,120 a Au gg 152017 Walk Industries, Inc. Fri Sepp 2212:59:50 2017 Page 1
ID:gkRK6rIwMNcmgQTFb?ilGp- 8-MpCSWIjpAevv.dj56bltlAyl Yf6HmTgdGBgkmMY3Yb33N
240.0 _ 9-2-0
-
12-2-8
15-10-8 19-6-8 21.0-0 23-0-0 24-6-0
2-10-0 6-4-0
3-0-8
3-8-0 - 3-8-0 1-5-8-- 2-0.0 1-60
6.00 12 5x6
Scale = 1:46.2
5x8
2 -- 18 19---
3
3x4 Ti - - -- 6666_
-
2x4
T3 4
20 3x4
5
5x6
6
M ?
W5
19
`s.
n ^ M
W7 W3 W4
W3
82
12
m
W2
2x4
W7 WB - T4 7 4x6 -
R3-_. >. W9 8 21
- -
--
W6
13 12 - W10 9 '.q.
6x8= 5x10 MT20HS .'._. 8.5 .-,_ .7 '0
i7 16 22
15
o
14 11
2x4 3x4 =
3x8 =
3x4
2x4 3x4 =
2-10-000 9-2-0
-
12-2-8i-_
19-6-8 23-0-0
0-0
2-1 6.4-0
3-0-8
7-4-0 3-5-8
Plate Offsets (X,Y) [2:0-3-64 [660.1-8,0 1 81, L:0-2.0 0 2 Ol (12:0-4-0,0-2
81, [13:0-2-4,0-2-1�.. - - -- - - - -
LOADING lost)
SPACING- 2-0-0
CSI.
DEFL. in (loo) I/defl Ud PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.58
Vert(LL) -0.2412-13 >999 360 MT20 220/195
TCDL 8.0
Lumber DOL 1.15
BC 0.57
Vert(TL) .0.5112-13 >534 240 MT20HS 165/146
BCLL 0.0 '
Rep Stress Incr YES
WE 0.96
Hoa(TL) 0.19 9 n/a Na '
BCDL 8.0
Code IRC2012rrP12007
Matrix -SH
Wind(LL) 0.0712-13 >999 240 Weight: 1491b FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Bit TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Sir *Except*
82: 2x4 DF Stud/Sid BOT CHORD
WEBS 2x4 DF Stud/Std *Except*
W10: 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr
REACTIONS. (Ib/size) 17=1148/0-5.8 (min. 0-1-8), 9=1314/0-5-8 (min. 0-1-8)
Max Horz 17=-179(LC 10)
Max Uplittl7=66(LC 12), 9=-1 1 0(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-474/132, 2-18=-941/174,18-19=-941/174,3-19=-941/174, 3-4=-1605/203,
4-20.-1615/169, 5-20.-1621/163, 5-6.-1712/156, 6-7.-4401/266, 7-8.-3943/227,
B-21=-1914/136,9.21=-1978/130,1-17=-1140/168
BOT CHORD 16-22-0/453,15-22.0/453,12-13=-90/2133,11-12--23/853, 7-12.-254/59.9-11--80/1622
WEBS 2-16=-801/195, 2-15=-124/776, 3-15=-797/113, 13-15=0/972, 3-13=-102/1144,
6-13=-820/110, 6-12=-81/2172, 8-12=-131/3084, 8-11=-1487/65, 1-16=-148/971
Structural wood sheathing directly applied or 2-7-15 oc purlins, except
end verticals, and 2.0-0 oc purlins (5-5-11 max.): 2-3.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installatlon�uide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h.25it; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1-12 to 7-0-15, Interior(1) 7-0-15 to 9-2-0, Exterior(2) 9-2-0 to
13-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL. B.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 17 except Qt=1b)
9.110.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/rPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job -
Truss
- - Truss T a --- -
YP
- -
--�Qly -Ply 133fi VJitxlsong Spec922110)RF
6157917
E12
HIP
1 1
Vert(LL)
-0.2410-11
>999
Job Reference (optional)
Snake River Truss &Components, kfahp Falls, 1083401, Robin Petlinglll
Run: 8. 1205 Augg 152017 Print: 8.120 s Aug 152017 MiTek Industries, Inc, Fri Sep 2212: 59: 512017 Paggel
ID:gkRK6rl. mgQTFb?ilGpyb7aG-q?mXk5kSxylnFtg18S8PVE5roh5iZ3QKuOVw4Vyb33M
0-2-0
6-0-0
- 11-10-0
12-2-8 /5-10-8 19-6-8 21-0-0 23-0-0 24-6-0
0-2-0
5-10-0
5-10-0-
0-4-8 3-8-0 - - 3-8-0 1-$-8 2-0-0 1-6-0
T2
2x4
Matdx-SH
Scale = 1:41.9
3x4 -
W
3x4
5x6
1
.. 15
16.
3
T{_- - _
B3
LOADING (psi) SPACING- 2.0.0
TCLL 35.0 Plate Grip DOL 1.15
TCDL 8.0 Lumber DOL 1.15
BCLL 0.0 ' Rep Stress Incr VES
BCDL 8.0 Code IRC2012/TP12007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Sid'Except*
W9: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Bit
CSI.
GRIP
DEFL
5x6 600 12
Vital
Lid
TC
4 17
Vert(LL)
-0.2410-11
>999
W5
BC
0.57
? m
m
-0.51 10-11
W3 f32
240
WE
J r in W1
W2 Wj
0.18 7
T2
2x4
Matdx-SH
W6
W
5
4x6
240
_._. W8618
B3
84
10 W91 7
5 _
-_ 6x12
5x10 MT20HS
' - B5
3x4
14
13
12
9
3x4 -
2x4
48 =
2x4..
3x4 =-
6-0-0 _- -_-_
12-2-8
19-6-8
23-0-0
6-0-0 _
828 �--
7-0-0
3-58
ate Offsets (Xj-_[9
0.3 0 0-1 _131J.14:01114,13.1 8] [6.0 2 OJ0-2 Oj, [10.0 4 -OA 2 8] j11:0-3.0 0 2 121 (19:0-i 12 U:1-121
LOADING (psi) SPACING- 2.0.0
TCLL 35.0 Plate Grip DOL 1.15
TCDL 8.0 Lumber DOL 1.15
BCLL 0.0 ' Rep Stress Incr VES
BCDL 8.0 Code IRC2012/TP12007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Sid'Except*
W9: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Bit
CSI.
GRIP
DEFL
in (loc)
Vital
Lid
TC
0.52
Vert(LL)
-0.2410-11
>999
360
BC
0.57
Vert(TL)
-0.51 10-11
>535
240
WE
0.96
Horz(TL)
0.18 7
n/a
n/a
Matdx-SH
Wind(LL)
0.0610-11
>999
240
BRACING -
PLATES
GRIP
MT20
220/195
MT20HS
165/146
Weight: 138 lb
FT 0%
9
N
m
9
TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except
2-0.0 oc purlins (5-1-12 max.): 1-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 14=1149/0-5-8 (min. 0-1-8),7.1316/0-5-8 (min. 0-1-8)
Max Horz 14=-149(LC 12)
Max Upliftl4=-1 18(LC 8), 7=.98(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-979/123, 2-15--979/123, 2-16--1433/172, 3-16= 1431/172, 3.4=-1700/163,
4-17.-4284/309,5-17=4414/308,5-6= 3949/273,6-18=-1916/159,7-18=-1980/153
BOT CHORD 3-11=0/373, 10-11--126/2133, 9-10=33/854, 5-10= 259/59, 7-9=-100/1624
WEBS 1-13.-169/1342,2-13= 961/168,4.11= 822/145,4.10=-88/2183,6-10=-166/3090,
6-9= 1489/83, 1-14=-1111/165, 11-13=0/902, 2-11=-60/567
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL-4.2psf; BCDL=4.2psf; h.25ft; B=45ft; L=2411; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1.12 to 3-1-12, Interior(l) 3-1-12 to 12-0-4, Exterior(2) 12-0-4 to
16-3-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL -1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 7 except Qt=Ib)
14=118.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job -Truss Truss Type -Oty -Ply 1336 Windsong Slxao9220D)RP - - --
B1579 17 E13 Hall Hip Girder 1
2 Job Reference (optional)
Snake River Truss 8components, klaM10 Falls, ID 83401, Robin Pellingill Row s12es Aug M2m7Print 8.120 QTF?ilGsAug - Nt gnmi Industries, Inc. Fri Sep 2212:59:532017Page 1
ID:gkRK6rIwMNc17-0-4 ?ilGpyb719-6-8 H9nmiT1.40 Gt23-0-0OVjg7_ZdMi_09Nyb33K
4-3-3 -11-11 12-2-8 2-3-8 1-6-4 _ 19-6-8 29-8 2-8-0 2-6.0
4-3-3 3-11-11 3-11-H 2-3-8 2-6-4 26-4 1-9-8 1-8-0 1-&0
Scale = 1:41.1
21
19
4x4 -
22 18 23 24 17 25
2x4 4x8
3x4 44
- 4 20 5
W4 B2 W6 W7
W8
B3
W5
2x4
15
3x8
3x4
14
1
2
_.
3_.
3x8
26
7.8
W
W1
4x4
4 a
W2
W1
W3
Wi
21
19
4x4 -
22 18 23 24 17 25
2x4 4x8
3x4 44
- 4 20 5
W4 B2 W6 W7
W8
B3
W5
15
14
27
3x8
26
7.8
16
4x4
4x4
6 6.00 12
8x12 MT20HS
7 N
W9 T2 4x12 '4
B4 Mo
13 W11 - 9 9
65 t0 !, 9
T,-
12 11 3x4
3x4 3x4
4-3-3 8-2-13 12-2-8 146-0 _- - 19-6-8 21-4-0 23-0-0
3-11-11 2.9 8_ 5-0-8 1-9-8 1-80__ _
-- - --
_PlateOlisets(X,Y)-- [7:01-12,0-0-14],p:0-3-B,Edge], [8:0-3-0,0-1-12], [12:0-2-0,00-8],[15:0-8-00-5-e1 f16:Edoe O_3 -8J _
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) Well L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.20 13.14 >999 360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15 BC 0.80 Vert(TL) -0.3313-14 >816 240 MT20HS 165/146
BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.17 9 n/a n/a I
BCDL 8.0 Code IRC2012/rP12007 Matil Wind(LL) 0.0713-14 >999 240 Weight: 300 lb FT=O%
LUMBER- BRACING -
TOP CHORD 20 DF 1800F 1.6E or 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except
BOT CHORD 20 DF 1800F 1.6E or 20 DF No.1&Btr *Except* end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5.
Bi,133: 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 DF Stud/Sid
REACTIONS. (Ib/size) 19=2598/0-5-8 (min. 0.1-8), 9=2268/0-5-8 (min.0-1-8)
Max Harz 19.-121(LC 6)
Max Upliftl9=-385(LC 4), 9--270(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3.-3355/454, 3-4=-50751627,4-20=-4504/536,5-20=-4502/536,5-6--51571597,
6-7=-78251779, 7-8=-82271803, 8-9= 3608/343
BOT CHORD 19-21.-224/2204, 21-22=-224/2204, 18-22=-224/2204, 18-23=-224/2204, 23-24=-224/2204,
17-24=224/2204,17.25=-68/624,25-26= 66/624,16-26.-68/624,15-16= 31/304,
4-15=-74/426,15-27.-553/5094,14-27= 551/5065,13-14= 508/5228,12-13=-22/292,
7-13.-35/451,11-12=123/1252,9-11=-272/3068
WEBS 2-19=-3024/437, 2-18=-74/594,2-17.-22211648, 3-17.-1614/210,15-17=- 327/2877,
3-15.-215/2131,4-14= 1023/165,5-14. 244/2125.6-14=-800/91,6-13.-154/2257,
8-11=-1652/161,11.13=-183/2175,8-13=-405/4183
NOTES -
1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7.0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do, 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F)or(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=251t; 3=45ft; L=24ft; eave=4tt;
Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical lett and right exposed; Lumber DOL.1.60
plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (t=1b) 19=385,
9=270.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job -Truss -- Truss Type 'Cry --PI -1336 win8so S
Y rq pec922(1p)RP - --
81579-17 E13 Halt Hip Girder 1
2 Job Reference (optional)
Snake River Truss Bcomponents, klebo Falls, 1083401, Robin Petlin9ill Run:8.120s Au915201]PrinP.8.120s Aug 152017NnTek Industries, Inc. Fri Sep 2212:59'53201] Paget
NOTES- ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-mNtH9nmiTZIV UAghGtBtafAAOVjg 1_ZdMi_09Nyb33K
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 247 lb down and 521b up at 0-11-4, 24616 down and 54 Ib up at 2-11-4,
2461b down and 541b up at 4-11-4, 246 to down and 54 lb up at 6-11.4, 2461b down and 54 Ib up at 8-11-4, 246 Ib down and 54 Ib up at 10-11-4, and 2461b down and 53
Ib up at 12-11-4, and 6821b down and 108 lb up at 14-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: 1.5=-86, 5-10.-86, 16-19=-1 6, 13-15=-16, 9-12.-16
Concentrated Loads (lb)
Vert: 14.-682(F)21= 247(F)22= -246(F)23. -246(F)24— 246(F)25= -246(F)26. -246(F) 27=-246(F)
Job -Truss ---- — Truss Type - Oty Ply - - 1330Windsong Speci)MIDRP
91579-17 JI Jack -Open 1 1
Job Reference (optional)
Snake River Truss & Components, daho Falls, to 83401, Robin PeBingill Run: 8.120 s Aug 15 2017 Print: 8.120 5 Aug 15 2017 MiTek Industries, Inc. Fri Sep 221259:53 2017 PagBe 1
ID:gkRK6rlwMNomgOTFb?itGpyb7aG-mNtHgnmiTZIVUAghGtBlafAGzVv01C_dMi_09Nyb33K
-1-6-0 1-1-2
00 2
Scale = 1:10.6
3
8.00 12
N
m
2
—HW1 —.
n T1
� B1
1 --
4x4 — 4
1-1-2
1.1-2
Plate Offsets X Y -- 2:0 0 7 0-0-4j,L2:0-4-ti,
LOADING (psi)
SPACING-
2-0-0
i CSI.
DEFL
in
(loo)
Well
Ud
TCLL 35.0
Plate Grip DOL
1.15
i TC 0.16
Vert(LL)
-0.00
2
>999
360
TCDL 8.0
Lumber DOL
1.15
BC 0.01
Vert(TL)
-0.00
2
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 8.0
Code IRC2012/7PI2007
! Matdx-P
Wind(LL)
0.00
2
""
240
LUMBER- BRACING -
PLATES GRIP
MT20 220/195
Weight: 7 Ib
FT=0
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 1-1-2 oc purlins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF NoA&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) 3= 65/Mechanical, 2-303/0-5-8 (min. 0-1-8),4.8/Mechanical
Max Harz 2.49(LC 12)
Max Uplift3= 65(LC 1), 2=-77(LC 12)
Max Grav3=25(LC 12), 2=303(LC 1), 4.19(-C 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 3=4511; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Jab -Truss - - - Truss Type
B157917 J2 Jack Open
Snake River Truss& Component& daho Falls, ID 83401, Robin Petlinst
.1.6.0
1-6-0
City -Ply 1336 Wirdsong Spec922(li
Job Reference (optional)
Run: 8.120srlg 152017Print, -8.120s Hug15aRf 7Met,mK Industries, Inc, Fri Sevv 22meEm42017Page 1
ID:gkRK6-IwMNcmgOTFb?ilGpyb7aG EaRiM7mKEtOM6KPlgai671jO6u FrmeEmbMkahgyb33J
2-7-2
2-7-2
3
8.00 12 5
T1
2 - HW1 rl
B1 n
ilJ
4
04 =
Scale = 1:15.6
BCDL 8.0 Code IRC2012/LP12007 Malrti Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT.0
LUMBER- BRACING. - -_� -- -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and re uired cross bracin
Lett: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer
_ guide. _
REACTIONS. (Ib/size) 3=38/Mechanical, 2=334/0-5.8 (min. 0-1-8), 4=1 Mechanical Installation
Max Horz 2.71 (LC 12)
Max Uplitt3= 18(LC 9), 2=-57(LC 12)
Mex Grav 3.40(-C 17), 2=334(LC 1), 4=41 (LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=115ni (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; 0=45tt; L=24h; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-6-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
D01-=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.0ti on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/fPI 1.
LOAD CASE(S) Standard
2.7.2
A72
Plate Offsets (X Y)_ [2:0-0-7,0-0-41,120-4.5,0-0-91
--
--
- ---
-
- -- -- -
LOADING (pi SPACING- 2-0-0
CSI.
DEFL
in
(loo)
Wall
Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15
TC 0.20
Vert(LL)
-0.00
2-4
.999
360 MT20 220/195
TCDL 8.0 Lumber DOL 1.15
BC 0.03
Vert(TL)
-0.00
2-4
>999
240
BCLL 0.0 ' Rep Stress Incr YES
WB 0.00
HOrz(TL)
-0.00
3
n/a
n/a
BCDL 8.0 Code IRC2012/LP12007 Malrti Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT.0
LUMBER- BRACING. - -_� -- -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and re uired cross bracin
Lett: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer
_ guide. _
REACTIONS. (Ib/size) 3=38/Mechanical, 2=334/0-5.8 (min. 0-1-8), 4=1 Mechanical Installation
Max Horz 2.71 (LC 12)
Max Uplitt3= 18(LC 9), 2=-57(LC 12)
Mex Grav 3.40(-C 17), 2=334(LC 1), 4=41 (LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=115ni (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; 0=45tt; L=24h; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-6-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
D01-=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.0ti on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/fPI 1.
LOAD CASE(S) Standard
Job Truss --- --Truss Type
B1579 17 J3 Jack -Open
Snake River Truss & Componenls, Idaho Falls, l0 63,101, Robin Peaingill
-1-6-0
1-6-0
t2
A
6
8.00 12
2
m - HW1
1
04 =
Dry Ply - I age wLMsong SpectirR2gibi - - ---
1 1
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print 8.120s Aug 152017 MiTek Industries. Inc. Fri Sep 2212:59:552017 Pagge 1
ID:gkRK6riwMNcmgOTFb?ilGpyb7aG-im?l aTny?BYCkU_3NI DLf4FbsIYLV5UwpOT7DGZS
3-5-8 4-1-2
3-5-8 0-7-10
4
2x4
3
N
r?
N
8 T1 B2
_. B3-
_- 5
6_
4
-..2x4 =
7
2x4
Scale =1:20.5
�
4-1-2
_3.58_
3-5.8
0-7-10_
-. _-_
Plate Offsets (X,Y)-- [2:0-0-7,0=0-4j,-[2:0-4-5 0 -o -9j
_,-
LOADING (Pat) SPACING- 2-0-0 CSI.
DEFL. in
(loc) Well Ud PLATES GRIP
TOLL 35.0 Plate Grip DOL 1.15 TO 0.20
Vert(LL) -0.00
2-7 >999 360 MT20 220/195
TOOL 8.0 Lumber DOL 1.15 BC 0.21
Vert(TL) -0.01
2-7 >999 240
BCLL 0.0 ' Rep Stress Incr YES WE 0.00
Horz(TL) 0.00
5 n/a n/a
BCDL 8.0 Code IRC2012/TP12007 Matrix -R
Wind(LL) -0.00
2-7 >999 240 Weight: 19 lb FT=0
LUMBER•--
BRACING.
TOP
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 4-1-2 oc purlins.
BOT CHORD 2x4 DF 1800E 1.6E or 2x4 OF No.1&Btr *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE B2: 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
Lett: 2x4 DF Stud/Std
be installed during truss erection, in accordance with Stabilizer
-Installation guide.
REACTIONS. (Ib/size) 4=50/1vlechanical, 2=387/0-5-8 (min. 0.1-8), 5=107/Mechanical
Max Horz2=93(LC 12)
Max UpliN4=-6(LC 12), 2=-45(LC 12), 5= 17(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25N; B -45N; L=24N; eave=4ft;
Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) .1-7-0 to 1-5-0, Intenor(1) 1-5-0 to 4-0-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) 4, 2, 5.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.I and R602.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type
an 579-17 J4 Jack Cpan
Snake River Truss 5 Components, Idaho Falls, 1083401, Robin Poll
1-6.0
1-6-0
n
h
a
Qty Ply 1336WIndsorg5pecb220DIRP
1 1
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print: 8.120 s Aug 152017 MSex Induebies, Inc. Fri Sep 2212:59:55 2017 Pagge 1
ID:gkRK6riwMNcmgQTFb?ilGpyb7aG-im?laTny?BYCkU_3NIDLf4FbsIU8V5Uwp0T7DGyb'i
3-5-8 5-7-2
3-5-8 - 2-1-10
3x4
8.00 12 3
T1
8 B2
7
2x4
6
4x4
2
t
3-5-8
B2: 2x4 DF Stud/Std
WEDGE
HW1
Left: 2x4 DF Stud/Sttl
be installed during truss erection, in accordance with Stabilizer
81
6
0
3-5-8
C?
1
- Plate Offsets (X—Y)-7 JZM-7,0-0- 0-7,0-0-4].12:0.4-5,0-_
04
7
2x4
6
4x4
PLATES GRIP
MT20 220/195
Scale = 1:25.3
Weight: 23 lb FT=O%
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
4
1�
t
3-5-8
B2: 2x4 DF Stud/Std
WEDGE
5-7-2
Left: 2x4 DF Stud/Sttl
be installed during truss erection, in accordance with Stabilizer
Installationguide.
3-5-8
C?
2-1-10
- Plate Offsets (X—Y)-7 JZM-7,0-0- 0-7,0-0-4].12:0.4-5,0-_
6
SPACING. 2-0-0
CSI.
DEFL
in
83'-.
Ud
TCLL 35.0
Plate Grip DOL 1.15
TC 0.20
Ven(LL)
-0.03
d
PLATES GRIP
MT20 220/195
Scale = 1:25.3
Weight: 23 lb FT=O%
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins.
t
3-5-8
B2: 2x4 DF Stud/Std
WEDGE
5-7-2
Left: 2x4 DF Stud/Sttl
be installed during truss erection, in accordance with Stabilizer
Installationguide.
3-5-8
2-1-10
- Plate Offsets (X—Y)-7 JZM-7,0-0- 0-7,0-0-4].12:0.4-5,0-_
LOADING (Pat)
SPACING. 2-0-0
CSI.
DEFL
in
(fee) I/defl
Ud
TCLL 35.0
Plate Grip DOL 1.15
TC 0.20
Ven(LL)
-0.03
6 >999
360
TCDL 8.0
Lumber DOL 1.15
BC 0.48
Vert(TL)
-0.06
5-6 >999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TQ
0.02
5 Fla
n/a
BCDL 8.0
Code IRC2012/TPI2007
Matrix -R
Wind(LL)
0.02
6 >999
240
LUMBER--—
BRACING•
--
PLATES GRIP
MT20 220/195
Scale = 1:25.3
Weight: 23 lb FT=O%
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2: 2x4 DF Stud/Std
WEDGE
MiTek recommends that Stabilizers and required cross bracing
Left: 2x4 DF Stud/Sttl
be installed during truss erection, in accordance with Stabilizer
Installationguide.
REACTIONS. (Ib/size) 4.139/Mechanical, 2=453/0.5.8 (min. 0-1-8), 5=105/Mechanical
Max Horz2=116(LC 12)
Max Uplift4=-31(LC 12), 2= 38(LC 12), 5=-8(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-8=-271/0
NOTES.
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL.4.2psf; h=25ft; B=45fl; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 2, 5.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss -Truss Type
81579 17 JAI Jack -Open
Snake River Truss & Componenls, klaho Falls, ID 8340E Robin Patlingill
-1-6-0
1-6-0
5
1
LOADING (Pat)
SPACING-
2-0-0
TCLL
35.0
Plate Grip DOL
1.15
TCDL
8.0
Lumber DOL
1.15
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
8.0
Code IRC2012/TP12007
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No. 1&Btr
Qty Ply 1336 Windsong Spec922(lD)RP
1 1
Job Reference (optional)
Run: 8.1205 Aug 15 2017 Prin1:8.120 s Aug 15 2017 MiTek Industries, Ina Fri Sep 22125956 2017 Pagge 1
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG-ByZQnpoamUg3LeZGx?kaClonrix0EYk32fDhmiyb33H
3-1-12
3-1-12
Scale= 1:13.4
3
t
6.00 12
6
'f
m
T1
2
- _ B1
r ,
4
2x4 "
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=74/Mechanical, 2=348/0-5-8 (min. 0-1.8), 4=23/Mechanical - -- -"
Max Herz 2.61(LC 12)
Max Uplift3= 15(LC 9), 2=-62(LC 12)
Max Grav3=74(LC 1), 2.348(LC 1), 4=51 (LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2psf; BCDL=4.2psf; h.251t B=4511; L=24ft; eave=4it;
Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3.1 .0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
3.1-12
3.1-72
..
CSI.
DEFL
in
(loo) Mail
L/d PLATES GRIP
TO
0.18
Vert(LL)
-0.00
2-4 x999
360 MT20 220/195
BC
0.05
Vert(TL)
-0.01
2-4 >999
240
WB
0.00
Horz(TL)
-0.00
3 n/a
n/a
Matrix
-P
Wind(LL)
0.00
2 -"'
240 Weight: 111b FT=0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-12 oc purlins.
BOT CHORD
Rigid ceiling directly
applied or 10-0-0 oc bracing
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=74/Mechanical, 2=348/0-5-8 (min. 0-1.8), 4=23/Mechanical - -- -"
Max Herz 2.61(LC 12)
Max Uplift3= 15(LC 9), 2=-62(LC 12)
Max Grav3=74(LC 1), 2.348(LC 1), 4=51 (LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2psf; BCDL=4.2psf; h.251t B=4511; L=24ft; eave=4it;
Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3.1 .0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and fomes & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job -Truss Truss Type
B1579 17 JA2 Jack Open
Snake River Truss 8 Components, Idaho Falls, IB 83401, Robin Petlingill
-1-6.0
1-6-0
LOADING (psf) SPACING- 2-0-0
TCLL 35.0 Plate Grip DOL 1.15
TCDL 8.0 Lumber DOL 1.15
BCLL 0.0 ' Rep Stress Incr YES
BCDL 8.0 Code IRC2012/TP12007
LUMBER.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr *Except*
82: 2x4 DF Stud/Std
City Ply - 1336Wintlsong Spec9B2(Il
Job Reference (optional) ge
Run:8.1205 Au 9 15201]) Fb?,I8,120 apy Aug 152017MTemUg3LIndustries. Inc. Fri omfir 259562017 yb33H
10:gkRK6rIwMNrmgOTFb?il-9-12 G-By20npoamUg3LeZGx?kaClomiimJEVk32tDhmi 3
3-5-8 5-9-12
3-5-8 - 2-4-4
4
6.00 12 3x4
3 n
m
0
Ti -113.
8 82
6__
4x4 =
7
2x4
Scale =1:19.8
CSI.
2
in
(loo)
Y
Lrd
PLATES
GRIP
TC 0.19
Vert(LL)
-0.04
-
2x4
LOADING (psf) SPACING- 2-0-0
TCLL 35.0 Plate Grip DOL 1.15
TCDL 8.0 Lumber DOL 1.15
BCLL 0.0 ' Rep Stress Incr YES
BCDL 8.0 Code IRC2012/TP12007
LUMBER.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr *Except*
82: 2x4 DF Stud/Std
City Ply - 1336Wintlsong Spec9B2(Il
Job Reference (optional) ge
Run:8.1205 Au 9 15201]) Fb?,I8,120 apy Aug 152017MTemUg3LIndustries. Inc. Fri omfir 259562017 yb33H
10:gkRK6rIwMNrmgOTFb?il-9-12 G-By20npoamUg3LeZGx?kaClomiimJEVk32tDhmi 3
3-5-8 5-9-12
3-5-8 - 2-4-4
4
6.00 12 3x4
3 n
m
0
Ti -113.
8 82
6__
4x4 =
7
2x4
Scale =1:19.8
CSI.
DEFL
in
(loo)
/dell
Lrd
PLATES
GRIP
TC 0.19
Vert(LL)
-0.04
6
>999
360
MT20
220/195
BC 0.74
Vert(TL)
.0.07
5-6
>916
240
WB 0.00
Horz(TL)
0.03
5
n/a
n/a
Matrix -R
Wincl
0.03
6
>999
240
Weight: 21 lb
FT=0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing -I
be installed during truss erection, in accordance with Stabilizer
Installation Buitle. _ _ ___
REACTIONS. (Ib/size) 4=150/Mechanical, 2=461/0-5-8 (min. 0-1-8), 5=106/Mechanical
Max Hoa 2=91 (LC 12)
Max Upftf14--25(LC 12), 2=-54(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2.8=-323/5
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25f1; B=45N; L=241t; eave=41t;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6.13 to 1-5-3, Interic r(1) 1-5-3 to 5-9-0 zone; cantilever lett and
right exposed ; and vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL -1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections 11.1 and R802.10.2 and referenced
standard ANSI/TP11.
LOAD CASE(S) Standard
Job _-Truss Truss Type
81579-17 L Y01 Laydn Gable
Snake River Truss & Components, Natio Falls, ID 83401, Robin Petlingill
8.4-12
8-4-12
OIy -Ply 1396 Windsolg Spec9/22(ID)RIP
Job Reference (optional)
Run: 8.120 s Aug 15 2017 Print: 8.120 s fw5g 15 2m] MiTek Industries, Inc. Fri Sep 22 12:59:5] 2017 Pae 1
ID:gkRK6rIwMN=gOTFb?ilGpyb7aG-f97o_BpCXoowzoOSVjFpIVL_o6Hdz_IDHJyE19y633G
16-9-8
8-442
4x4
5
10.82 12 4 6
19 20
3 T1 Ti 7
1b ST4
8 21
ST3 ST3
2 8
ST2 ST2 S
1
ST1 ST1 g
3x4 17 16 15 14 13 12 11 10 3x4
30 =
LOADING (par)
SPACING-
2-0-0
CSI.
TCLL
35.0
Plate Grip DOL
1.15
TC 0.04
TCDL
8.0
Lumber DOL
1.15
BC 0.03
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.11
BCDL
8.0
Code IRC2012/TP12007
Matrix -R
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr
OTHERS 2x4 DF Stud/Std
16-9-8
16-9-8
DEFL.
in (loc)
Well
Ud
Vert(LL)
We -
n/a
999
Vert(TL)
n/a -
n/a
999
Hom(TL)
0.00 9
n/a
n/a
BRACING-
TOPCHORD
BOTCHORD
Scale = 1:47.5
PLATES GRIP
MT20 220/195
Weight: 891b FT=0%
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing l
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 16-9-8.
(lb) - Max Hou 1=123(LC 11)
Max Uplift All uplift 100 Ib or less at joints) 1, 9, 14, 15, 17, 12, 11, 10
Max Grav All reactions 250 Ib or less at joint(s) 1, 9, 13, 14, 15, 17, 12, 11, 10
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L-24tt; eave=4tt;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-4-9 to 3-4-9, Intedor(1) 3-4-9 to 8-4-12, Exterior(2) 8-4-1210 11-4-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 9, 14, 15, 17, 12, 11
, 10.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss Truss Type -Oty Ply I Me Wintlsong Spec92201D)RP
8157917 LAY02 Lapin Gable 1 1
Job Reference (optional)
Snake River Truss & Components, Idaho Falls, ID 83401, Rabin Pegingill Run: 8.120 s Aug 15 2017 Print 8.120 s Au gg 15 2017 MTek Industries, Inc Fri Sep 22 12:59:582017 Page 1
ID:gkRK6rtwMNcmgQTFb?ilGpyb7aG-7LhACUgrl6wnbyie3Qm2Hjt8n WcgiojMVzingbyb33F
5-114 14-4-0
5-01-4 8-4-12
4x4 Scale =1:43.7
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No. 1&Btr TOP CHORD
4
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No. I&Btr
end verticals.
WEBS 2x4 OF Stucl/Std BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 OF Stud/Sitl
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
10.82 12
Installation guide.
REACTIONS. All bearings 14-4-0.
(Ib) - Max Horz 15=-143(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s) 15, 8, 12, 13, 14, 11, 10, 9
Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10, 9
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
3
5
6
17
2
T2 6
ST3
`.
78
ST2
ST2
7
STA
ST1
NW1
N
ST4
8
B7
15
14
13 12
11
10
9
3x4
14-4-0
14-4-0
LOADING (fast)
SPACING-
2-0-0
CSL
DEFL
in (loo)
Well
Ud
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
'.. TC 0.09
Vert(LL)
n/a -
n/a
999
MT20
220/195
TCDL 8.0
Lumber DOL
1.15
BC 0.03
Vert(TL)
Fla -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.16
Horzji-)
0.00 8
n/a
n/a
BCDL 8.0
Code IRC2012/TP12007
Matrix-Ri
Weight: 831b
FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No. 1&Btr TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No. I&Btr
end verticals.
WEBS 2x4 OF Stucl/Std BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 OF Stud/Sitl
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 14-4-0.
(Ib) - Max Horz 15=-143(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s) 15, 8, 12, 13, 14, 11, 10, 9
Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10, 9
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=4511; L=2411; eave=4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0.1.12 to 3-1-12, Interior(1) 3.1-12 to 5-11-4, Exterior(2) 5-11-4 to
8-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 15, 8, 12, 13, 14, 11,
10, 9.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss -Truss Type
B1579-17 MI Jerk-Gosed
Snake River Truss 8 Components, Idaho Falls, In 03401, Robin Flit
t
_1-6-0
1-6-0
Qty - --ply 1336 Windsor, Spec922(10)RP
22 1
Job Reference (optional)
Run: 8.120 s Augg 15 2017 Print 8.120 s Au 152017 MiTek Industries, Inc. Fri Sep 2212:59:592017 Page 1
ID:gkRK6rlwMNcmgOTFb?ilGpyb7aG%XFVPggT3P2eC5Hrc81HgWQDovuRRvTVkdRLN1 yb33E
6.0-0
6-0-0
8.00 12
'7
V Ti
5
2
7 _ 'HW1
1 -
4x4
2x4
3
Wi
2x4
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 OF Stud/Sid
WEDGE
Left: 2x4 DF Stud/Sid
REACTIONS. (Ib/size) 4=262/Mechanical, 2=468/0-5-8 (min. 0-1-8)
Max Horz 2=123(LC 9)
Max Uplift4=-38(IC 9), 2=.65(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale - 1:28.3
PLATES GRIP
MT20 220/195
Weight: 271b FT=O%
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. _
NOTES -
1) Wind: ASCE 7-10; Vult-115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2pst BCDL=4.2psf; h.25ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7.0 to 1-5-0, Interior(1) 1-5-0 to 5-10-4 zone; cantilever left and
right exposed ; end vertical left and right exposeri for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL -1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(&) 4, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
6-0-0
6-0-0
Plate Offsets (XV)- 12_0-0-7,0-10-4j12:0-4-5 0.0-J
LOADING (psi)
SPACING- 2.0-0
CSI.
DEFL
in
floc)
I/dell
Ud
TCLL 35.0
Plate Grip DOL 1.15
TC 0.46
Vert(LL)
-0.05
2.4
>999
360
TCDL 8.0
Lumber DOL 1.15
BC 0.26
Vert(TL)
-0.12
2.4
>584
240
BCLL 0.0 '
Rep Stress Incr VES
WB 0.00
Hoa(TL)
0.00
4
n/a
n/a
BCDL 8.0
Code IRC2012/TPI2007
Matrix -P
Wind(LL)
0.00
2
""
240
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 OF Stud/Sid
WEDGE
Left: 2x4 DF Stud/Sid
REACTIONS. (Ib/size) 4=262/Mechanical, 2=468/0-5-8 (min. 0-1-8)
Max Horz 2=123(LC 9)
Max Uplift4=-38(IC 9), 2=.65(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale - 1:28.3
PLATES GRIP
MT20 220/195
Weight: 271b FT=O%
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. _
NOTES -
1) Wind: ASCE 7-10; Vult-115mph (3 -second gust) V(IRC2012)=91 mph; TCDL.4.2pst BCDL=4.2psf; h.25ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7.0 to 1-5-0, Interior(1) 1-5-0 to 5-10-4 zone; cantilever left and
right exposed ; end vertical left and right exposeri for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL -1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(&) 4, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - --Truss Truss Type
B1579 17 M2 Jack -closed
Snake River Truss & Components, Idaho Falls, ID 63401, Robin Peninglll
-1-6-0
1-6-0
Dry -Ply -1336 Wirgsong Specg220DIRP - -- - - - - _ -
Jab Reference (optional)
Rurc_ _s M 2011 P
Fb?i.1285 Augg15 2017 h s, Inc. Fri Sepp2213000 2017 Pagel
ID:gkRK6rlwNc ?ilGpyb7aG-3kowdAr54AVgFslArpWMBzSbJAgAMpfzHBuvTyb33D
3-5.8 6-0-0
3-5-8 2-6-8
2x4
4
3x4
8.00 12
3 W2 m
n'
r'r
T1
8
2 HW1
1
4x4 -
W1
B2
6
2x4 -- 5
3x4
7
2x4
LUMBER- BRACING -
Ud
PLATES
360
3-5.8
240
60-0
Pura
MiTek recommends that Stabilizers antl requiretl cross bracing -
240
Weight: 32 lb
3-5-8
Installation guide.
2-6-8
Plate Offsets (x,v)--
(z:o-oa,o-o-a),(z:o-a-s,o-o-sj,_[3:0-1-1z,o-t=6j -
LOADING (psf)
SPACING- 2.0-0
CSI.
DEFL
in
(loc)
Well
TOLL 35.0
Plate Grip DOL 1.15
TO 0.20
Vert(LL)
-0.01
6
>999
TCDL 8.0
Lumber DOL 1.15
BC 0.52
Vert(TL)
.0.01
6
>999
BCLL 0.0 '
Rep Stress Incr VES
WE 0.06
Horz(TL)
0.01
5
n/a
BCDL 8.0
Code IRC2012/TPI2007
Matrix -R
Wind(LL)
0.01
6
>999
LUMBER- BRACING -
Ud
PLATES
360
MT20
240
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Pura
MiTek recommends that Stabilizers antl requiretl cross bracing -
240
Weight: 32 lb
Scale = 1:28.3
GRIP
220/195
FT=0%
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1&Bit *Except*
end verticals.
B2: 2x4 DF Sludi
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Sid
MiTek recommends that Stabilizers antl requiretl cross bracing -
WEDGE
be installed during truss erection, in accordance with Stabilizer
Left: 2x4 DF Stud/Std
Installation guide.
REACTIONS. (Ib/size) 5=262/Mechanical,2=468/0-5-8 (min.0-1-8)
Max Herz 2=112(LC 9)
Max Uplift5=-37(LC 9), 2=-63(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8.-310/11
NOTES.
1) Wind: ASCE 7-10; Vult.115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL.4.2psf; h=25ft; 8=45ft; L=24111; eave.4ft;
Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1.7-0 to 1-5-0, Interior(1) 1-5-0 to 5-10-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 2.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard