HomeMy WebLinkAboutB14-0043 REV6 truss approved ��
R
MiTek�
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 916/676-1900
Re: 03042-14E Fax 916/676-1909
Lion's Ridge/Bldg 2/Roof
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Alpine Truss-Montrose, C0.
Pages or sheets covered by this seal: R43424259 thru R43424275
My license renewal date for the state of Colorado is October 31,2015.
Lumber design values are in accordance with ANSUTPI 1 section 6.3
These truss designs rely on lumber values established by others.
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December 16,2014
Ong, Choo Soon
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitabiliry and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424259
03042-14E A1 COMMON 5 1
Job Reference�optional�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1432:54 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-zUL_QvvIY_bWAAwSS7YZFq7xaL1 P3sB3rVXIrxy8Knd
i -3-0-0 7-6-6 15-0-14 18-3-5 21-11-4 25-11-4
� 3-0-0 � 7-6-6 7-6-8 ' 3-2-7 3-7-15 ' 4-0-0
NOTE: TRUSS SPACING AND LOADINGS IN THIS JOB SHALL BE REVIEWED AND Scale=1:76.8
APPROVED BY A PROJECT ENGINEER OR A QUALIFIED BUILDING DESIGNER.
F
9.00 �2 10x10 ��
� 12x12 O
� G
P
8x10 �� Sx8 =
Q
HR
E
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v
�' D� �
4x6�i p I
4x4 �i C �
N
r
\ O
o�� �
N �
� B / � M
A !�
,����� 5 M T L K � J
��}' 7x10 — 2x4 II 8x10 = 3x8= 3x6 =
7-6-6 15-0-14 183-5 21-11-4
� 7-6-6 7-6-8 3-2-7 3-7-15
Plate Offsets.(X Y)-- fB:0-2-0 0-2-10],_[E:0-5-0.0-5-4]1F:0-4-0 Edqel fG:0-6-0 0-7-8j,fH:0-2-12�0-3-41 fL:0-4-0 0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.06 L-M >999 360 MT20 118/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.31 Vert(TL) -0.09 L-M >999 240
TCDL 15.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.03 J n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.01 M >999 240 Weight:326 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Except` TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins,
F-I:1.5X9.5 Microllam LVL 2.OE TG,B-E:2x6 SPF 1650F 1.5E except end verticals.
BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 2100F 1.SE'Except" WEBS 1 Row at midpt E-L,F-L,H-J,G-K
E-M:2x4 WW Stud,F-L,G-K:2x6 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
H-J:1.5X5.5 Microllam LVL 2.OE TG be installed during truss erection,in accordance with Stabilizer
OTHERS 2x10 DF No.2 Installation uide.
LBR SCAB A-D 2x10 DF No.2 one side
G-I 2x10 DF No.2 both sides
SLIDER Left 2x6 SPF 1650F 1.5E 4-11-2
REACTIONS. (Ib/size) 6=3106/0-5-8 (min.0-4-14),J=3957/0-5-8 (min.0-1-8)
Max Horz B=301(LC 27)
Max Uplift B=-305(LC 28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-B=-O/647,B-N=-3017/372,C-N=-2902/367,C-0=-2397/346,D-0=-2356/339,
D-E=-2026/327,E-F=-1508/407,F-G=-959/468,G-P=-1245/0,P-Q=-1502/0,H-Q=-1561/0,
H-R=0/1150,I-R=0/1043,H-J=-3928/0
BOT CHORD B-S=-333/1884,M-S=-213/1884,M-T=-213/1884,L-T=-213/1884,K-L=-599/268
WEBS E-M=0/314,E-L=-1394/46,F-L=-778/0,H-K=-1115/649,G-K=-516/1079,G-L=0/1642
NOTES-
1)Attached 10-0-0 scab A to D,front face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at
3-7-0 from end at joint A,nail 3 row(s)at 2"o.c.for 2-0-0;starting at 7-7-12 from end at joint A,nail 2 row(s)at 4"o.�.ro�2-4-a. Pp p ���
2)Attached 10-0-0 scab G to I,both face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at Q� ������� F/y
0-1-10 from end at joint G,nail 3 row(s)at 4"o.c.for 2-0-0;starting at 2-5-10 from end at joint G,nail 3 row(s)at 4"o.c.for 3-5-12. 0�;•• SOO •••.s�.
3)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; V ; � N •. �
MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ; � �iL:
4)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �U ��
5)This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs 4�18 •
non-concurrent with other live loads. . :
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 i�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=10.Opsf. ��'•���•••.•��.��\�
8) Bearing at joint(s)J considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify (C �,\�,�\
capacity of bearing surface. SS��NAL�\V
9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 Ib uplift at joint B.
10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI December 16,2014
1.
Cont� f�$�tjQ�p��§��q�y�� ,�j}P5�1�t3'f}l�AAD97S�iBD�NRT�PfR�L�Plr�7R�FAGEMII-1413ressJ/19/1�l4BfFORfC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon parame}ea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424259
03042-14E A1 COMMON 5 1
Job Reference�optional�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1432:54 2014 Page 2
ID:6H?QcM16c4e8LHnD43dQbjzXm00-zUL_QvvIY_bWAAwSS7YZFq7xaL1 P3sB3rVXIrxy8Knd
NOTES-
12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s)is the
responsibility of others.
13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1) Dead+Snow(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:A-B=-200,B-F=-230,F-H=-230,H-1=-230,B-J=-20
Concentrated Loads(Ib)
Vert:Q=1800(B)R=-1800(F)
Horz:Q=1350(B),R=-1350(F)
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424260
03042-14E A1G GABLE 2 1
�. _ Job Reference_{optional�_ _ ;
- _ _
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:4235 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-YSIxG1 d64Ssj0aZDEQxGHVmCTGpFbnupip8cTyy8k7o
15-0=14 I 21-7-12_ 21_{1I-4
15-0-14 6-6-14 0-3-8
5x5- Scale=1:682
11
12
9.00 12 �� � \
y 13
� 4x6��
g 14 3x4��
� � � 1516
6
Sx8�i 5
4
3 in
M
2 cO
1
r
�
0
32 31 30 29 28 27 26 25 24 23 22 21 20 19 1833 17
3x4 �i 5z5 - 3x4 -
21-11-4
21-11-4
.__-
Plate Offsets{X,Y)-- [4:0-4-0,0-4-8],j22:0-2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.08 Vert(TL) n/a - n/a 999
TCD� 15.0 Rep Stress Incr NO WB 0.56 Horz(TL) -0.00 17 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:184 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.SE end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 WW Stud�Except` WEBS 1 Row at midpt 11-22,10-23,9-24,12-21,13-20
ST10:2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 1=279(LC 22)
Max Uplift All uplift 100 Ib or less at joint(s)22,23,24,25,26,27,28,29,30,
31,20,19 except 17=-126(LC 22),1=-210(LC 19),18=-174(LC 19)
Max Grav All reactions 250 Ib or less at joint(s)30 except 17=271(LC 39),
1=429(LC 42),22=380(LC 1),23=294(LC 1),24=334(LC 1),25=337(LC 1),
26=334(LC 1),27=335(LC 1),28=344(LC 1),29=331(LC 1),31=631(LC 1),
21=299(LC 1),20=338(LC 1),19=353(LC 1),18=372(LC 42)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-481/433,2-3=-416/354,3-4=-386/336,4-5=-361/316,5-6=-333/297,6-7=-307/278,
7-8=-283/259,8-9=-267/242
WEBS 11-22=-353/77,10-23=-270/34,9-24=-307/28,8-25=-311/33,7-26=-307/29,
6-27=-308/28,5-28=-319/29,4-29=-297/31,2-31=-547/45,12-21=-270/14,
13-20=-313/29,14-19=-324/43,15-18=-271/37
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS p,PpO �ICF
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 �Q�•••"'•••��/s
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �Q : SQ�N •• �`�
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. : � •.
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ; � �2�
4)All plates are 2x4 MT20 unless otherwise indicated. ;U �, ;
5)Gable requires continuous bottom chord bearing. � 4�18 :
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O�� ;
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 'f� •• : ��
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)22,23,24,25,26,27, F�' �"•"� �.�
28,29,30,31,20,19 except Qt=1b)17=126,1=21Q 18=174. S�ONAL�N
10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
11)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag December 16,2014
loads along bottom chord from 20-11-4 to 21-11-4,0-0-0 to 1-0-0 for 120.0 plf.
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IFKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
03042-14E A1G GABLE 2 � R43424260
, _ _� JobReference_{optional�_
- �
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:4236 2014 Page 2
I D:6 H?QcM 16c4e8LH n D43dQbjzXm00-OeJ KU Mdq rl_aek8Po7TVqi I N Dg8UKESzxTt900y8k7n
LOAD CASE(S) Standard
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424261
03042-14E 81 ROOF SPECIAL 25 1
J_ob__Reference�optional� ,
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1435:46 2014 Page 1
I D:6H?QcM 16c4e8LHnD43dQbjzXm00-xak?Xj?61 q G6pb3VXFd u DSFLkgfJ MZI N PFBrtzyBKkx
22-3-12
� 3-0-0 + 7-6-6 �5-0-14 _ _�8-10-6 I„ 21-11-4 I,I
3-0-0 7-6-6 7-6-8 3-9-8 3-0-14 0-4-8
10x10 � Scale=176.8
F
9.00 �2 4.00 12
10x10 �
G
4x4 I I
P
8x12 �i H I
E
O �
°' 4x4 �i D
m
a
� 4x4�i C N �
\ o
\
� B M \ \
A 4 L R K S T J
6x10 I� 2x4 I I 8x8 = Sx10 M18SHS=
i 7-6-6 15-0-14 21-11-4
� 7-6-6 7-6-8 6-10-6
Plate Offsets.(X Y)-- fB:3-9-14 0-2-0],_[E:0-6-0.0-5-0]1F:0-4-0 Edge],�H:0-2-0 0-1-121 fK:0-3-0 Edqe]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.09 K-L >999 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.59 Vert(TL) -0.17 K-L >999 240 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.06 J n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.03 J-K >999 240 Weight:178 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E*Except` TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins,
F-G,G-I:2x6 SPF 1650F 1.SE except end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E'Except' WEBS 1 Row at midpt E-K,H-J,G-J
E-L,G-K:2x4 WW Stud MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x10 DF No.2 be installed during truss erection,in accordance with Stabilizer
LBR SCAB A-D 2x10 DF No.2 one side Installation uide.
SLIDER Left 2x6 SPF 1650F 1.5E 4-9-0
REACTIONS. (Ib/size) J=2803/0-5-8 (min.0-4-6),B=3374/0-5-8 (min.0-5-5)
Max Horz B=251(LC 34)
Max Uplift J=-16(LC 37),B=-148(LC 36)
Max Grav J=2803(LC 1),B=3375(LC 15)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-B=-O/627,B-M=-3441/130,C-M=-3326/125,C-N=-2812/102,D-N=-2754/101,
D-0=-2442/85,E-0=-2323/80,E-P=-1924/125,F-P=-1405/100,F-G=-1471/96,
H-J=-610/47
BOT CHORD B-Q=-206/2203,L-Q=-75/2203,L-R=-75/2203,K-R=-75/2203,K-S=-44/737,S-T=-44/737,
J-T=-44/737
WEBS E-L=0/298,E-K=-1534/76,F-K=-26/280,G-K=-34/1190,G-J=-2365/59
NOTES-
1)Attached 10-0-0 scab A to D,front face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at
3-6-6 from end at joint A,nail 3 row(s)at 2"o.c.for 2-0-0;starting at 7-4-6 from end at joint A,nail 2 row(s)at 3"o.�.fo�2-�-,o. Pp p ���
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; Q� ������� F/y
MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 0��•• S��ti�•s�O
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 V . � .
4) Unbalanced snow loads have been considered for this design. • � �iL:
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs : �:
non-concurrent with other live loads. 4O 18 •
6)All plates are MT20 plates unless otherwise indicated. . :
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 i�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=10.Opsf. ��'•���•••.•��.��\�
9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 Ib uplift at joint J and 148 Ib uplift at (C�+S, �\�,�\
joint B. /QNAL�`�
10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI
1 December 16,2014
11)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist
WARNd74G-Yzrifp rfzsi,gin paramzters and RE4i1 M77E5 ON 7NdSANf1 IAKT.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
LOA ���fo��@�fpwi}h MiTek conneciors.This design is based only upon parame}ea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424262
03042-14E 81AG GABLE 1 1
J_o b__Refe re n ce�o p t i o n a l�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 143625 2014 Page 1
I D:6H?QcM 16c4e8LHnD43dQbjzXm00-H4bIj2TfrpAa_bY?Jxq 1 I KN?vOzl?Bf7Mq8Pl Dy8KkK
223-12
I_ 3-0-0 + _ 15-0-14 �. 18-10-6_�. 21-11-4 �I
3-0-0 15-0-14 3-9-8 3-0-14 0-4-8
6x6 = Scale=1:85.2
� 4.00 12
2x4 �I 2x4 I I
9.00 12 10x10 �
2x4 II H � K 6x6 �
2x4 I� � � M
2x4 I I
F N
8x8 �i E
v
� 6x6 �i p � 5x12 II
� Sx10 �i AB �
Sx8 �i � �
AA
ol B
� �s�8xS I I Y X W V U T S R Q P O
2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 5x5 -3x6 I I 2x4 I I 3x8 M18SHS I I
6x6 =2x4 I I
i 18-10-6 21-11-4
� 18-10-6 3-0-14
Plate Offsets.(X Y)__ fB:O_5_14,0=0_1],[B_2-b-3 0-2-ai rc:0=1-4 0-2-8],1D:0-4-0 0-4-8],IK:0-3-0 0-3-8],�M:0-2-4 0-4-4],IT:0-2-8.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) 0.00 N n/r 180 MT20 197/144
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.63 Vert(TL) 0.00 N n/r 80 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.07 O n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.00 M-N n/r 120 Weight:226 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.SE TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins,
BOT CHORD 2x4 SPF 1650F 1.5E except end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing.
OTHERS 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt M-O,I-S,H-T,G-U,J-R,K-Q
LBR SCAB A-D 2x10 DF No.2 one side JOINTS 1 Brace at Jt(s):Z
SLIDER Left 2x8 SPF 1950F 1.7E 3-9-8 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz B=250(LC 34)
Max Uplift All uplift 100 Ib or less at joint(s)U,V,W except 0=-2035(LC 35),
B=-4464(LC 28),S=-1073(LC 31),T=-243(LC 31),X=-157(LC 37),Y=-668(LC 37),
R=-216(LC 39),P=-293(LC 29),Q=-2093(LC 28)
Max Grav All reactions 250 Ib or less at joint(s)except 0=2044(LC 28),B=4487(LC
35),S=1233(LC 48),T=647(LC 61),U=583(LC 15),V=572(LC 15),W=560(LC 15),
X=535(LC 48),Y=852(LC 32),R=711(LC 62),P=533(LC 26),Q=2175(LC 35)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-6=-0/627,B-AA=-6532/6457,C-AA=-5588/5606,C-A6=-5038/4983,D-AB=-4713/4685,
D-E=-4387/4343,E-F=-3752/3661,F-G=-3139/3073,G-H=-2565/2495,H-1=-1797/1792,
I-J=-1153/1199,J-K=-674/715,K-L=-605/592,L-M=-592/567,M-0=-1937/1899
BOT CHORD B-Y=-4601/4663,X-Y=-3937/3926,W-X=-3463/3450,V-W=-2983/2970,U-V=-2503/2490,
T-U=-2023/2010,S-T=-1543/1530,R-S=-1063/1050,Q-R=-583/570,P-Q=-736/718
WEBS I-S=-1194/1102,H-T=-607/268,G-U=-543/106,F-V=-532/45,E-W=-521/77,D-X=-498/182,
C-Y=-787/689,J-R=-673/242,P-Z=-546/340,K-Q=-656/274,Q-Z=-1977/1992, �p,D 0 LI�F^'
M-Z=-2323/2338,L-Z=-807/694 �� ��������� ,(�s
v� � � S��N �� F�
NOTES- ��� ��
1)Attached 10-0-0 scab A to D,front face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 2�
3-6-6 from end at joint A,nail 3 row(s)at 2"o.c.for 2-0-0. • �, �
2)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; � 4�18 :
MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 . .
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)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �iC`�•����������.'���
5) Unbalanced snow loads have been considered for this design. �'S�O �N�
6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs NAL
non-concurrent with other live loads.
7)All plates are MT20 plates unless otherwise indicated. DeC01"Tlbef'I6,2014
8) Gable requires continuous bottom chord bearing.
Conti�(4',���fp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IhY.i.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wi}h MiTek conneciors.This design is based only upon parame}ea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424262
03042-14E 81AG GABLE 1 1
J_o b__Refe re n ce�o p t i o n a l�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 143625 2014 Page 2
I D:6H?QcM 16c4e8LHnD43dQbjzXm00-H4bIj2TfrpAa_bY?Jxq 1 I KN?vOzl?Bf7Mq8Pl Dy8KkK
NOTES-
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) *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.
12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)U,V,W except(jt=1b)0=2035,6=4464,S=1073,
T=243,X=157,Y=668,R=216,P=293,Q=2093.
13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
14)This truss has been designed for a total drag load of 240 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0
to 21-11-4 for 240.0 plf.
LOAD CASE(S) Standard
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424263
03042-14E 81 D ROOF SPECIAL 4 1
J_ob__Reference{optional�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1437:14 2014 Page 1
I D:6 H?QcM I6c4e8LH n D43dQbjzXm00-M V2G?p30JsLd N7oQhjCXofuNXBh kz02KeyW VztyBKjZ
223-12
�o �. �-s-s � �s-o-�a � �s-�o-s � z�-��-a –I-�
3-0-0 7-6-6 7-6-8 3-9-8 3-0-14 0-4-8
10x10 �i Scale=1:78.5
F
9.00 12 � 4.00 12
� Sx8�
�� � 4x6 I I
10x12 M18SHS �i � ��
H
I
E
O �
O1 4x8 �i p
co v
O1 4x6�i C N �
M �
� B
A Q
L K J
8x8 I I 2x4 I I R S T U
7x12 M18SHS — 7x12 M18SHS—
i 7-6-6 15-0-14 21-11-4
� 7-6-6 7-6-8 6-10-6
Plate Offsets.(X Y)-- fE:0-6-0 0-5-41 fF:O-5_12 0_5-Ol fH:0-3-0 0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.09 K-L >999 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.66 Vert(TL) -0.14 J-K >592 240 M18SHS 169/123
TCDL 15.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.08 J n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.06 K-L >999 240 Weight:179 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E*Except` TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins,
F-G,G-I:2x6 SPF 1650F 1.SE except end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-10-12 oc bracing.
WEBS 2x4 SPF 1650F 1.5E'Except' WEBS 1 Row at midpt E-K,F-K,G-K,H-J,G-J
E-L:2x4 WW Stud MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x10 DF No.2 be installed during truss erection,in accordance with Stabilizer
LBR SCAB A-D 2x10 DF No.2 one side Installation uide.
SLIDER Left 2x6 SPF 1650F 1.5E 4-9-0
REACTIONS. (Ib/size) K=2769/12-11-12 (min.0-6-3),J=902/12-11-12 (min.0-6-3),B=2506/0-5-8 (req.0-6-12)
Max Horz B=270(LC 35)
Max Uplift K=-1490(LC 36),J=-2613(LC 37),6=-3027(LC 36)
Max Grav K=3599(LC 49),J=2942(LC 26),B=4306(LC 25)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-B=-O/627,B-M=-5225/4268,C-M=-4870/3359,C-N=-3911/3356,D-N=-3742/3208,
D-0=-3375l2974,E-0=-2578/2191,E-P=-2361/2357,F-P=-1388/1377,F-G=-1085/1098,
G-H=-786/807,H-J=-584/71
BOT CHORD B-Q=-3337/3800,L-Q=-3113/3423,L-R=-3113/3423,R-S=-3113/3021,K-S=-2062/2611,
K-T=-1801/1800,T-U=-502/381,J-U=-813/902
WEBS E-L=0/298,E-K=-1635/329,F-K=-1423/34,G-K=-1933/1916,G-J=-2767/2755
NOTES-
1)Attached 10-0-0 scab A to D,front face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at
3-6-6 from end at joint A,nail 3 row(s)at 2"o.c.for 2-0-0;starting at 7-4-6 from end at joint A,nail 2 row(s)at 3"o.�.fo�2-�-,o. Pp p ���
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; Q� ������� F/y
MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 0��•• S��ti�•s�O
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 V . � .
4) Unbalanced snow loads have been considered for this design. •�� �iL:
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs �:
non-concurrent with other live loads. :
6)All plates are MT20 plates unless otherwise indicated. : �18 :
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 i�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=10.Opsf. ��'•���•••.•��.��\�
9)WARNING�Required bearing size atjoint(s)B greaterthan input bearing size. �.�\
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) �SS�ONAL EN
K=1490,J=2613,B=3027.
11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI December 16,2014
1.
Cont� f�$�tjQ�p��§��q�y�{���1)��gAAI�A11��l�Al��74�"I�iTRA�fFAGEMII-1413ressJ/19/1�l4BfFORfC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon parame}ea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424263
03042-14E 81 D ROOF SPECIAL 4 1
J_ob__Reference{optional�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1437:14 2014 Page 2
I D:6 H?QcM I6c4e8LH n D43dQbjzXm00-M V2G?p30JsLd N7oQhjCXofuNXBh kz02KeyW VztyBKjZ
LOAD CASE(S) Standard
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7ElS REFER�71�f FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424264
03042-14E B1G GABLE 1 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:46 2014 Page 1
I D:6H?QcM I6c4eSLHn D43dQbjzXm00-jZw5anI5Uq F9rGvKN EesEpjtpiQMgfq RE01 h Mpy8k7d
15-0-14 ���,.� ,�,_��_r2
15-0-14 3-9-8 3-0-14 0�4-8
6x6 = Scale=1:74.9
12
9.00 �2 11
13 4.00�12
10 14 6x6�
15
g �g Sx8�
1719
8 18
7
N
8x8�� 6
0 5
r
°' 4 co
�
3
6x10=
2
1
�
0
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
Sx5- 4x6 I I
6x6=
21-11-4
21-11-4
Plate Offsets{X,Y)-- [1:0-3-5,Edge],j5:0-4-0,0-4-8],[12:0-3-0,0-2-0],[15:0-2-13,0-4-4],[18:0-2-6,0-4-0],j20:Edge,0-3-8],,[25:0-2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.00 18-19 n/r 180 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.68 Vert(TL) 0.00 18-19 n/r 80
TCD� 15.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.08 20 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.00 18-19 n/r 120 Weight:183 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins,
T3,T4:2x6 SPF 1650F 1.5E except end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-1-6 oc bracing.
WEBS 2x4 WW Stud WEBS 1 Row at midpt 18-20,12-25,11-26,10-27,13-24,14-23,
OTHERS 2x4 WW Stud*Except* 18-21
ST11:2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3 Installation uide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 1=207(LC 35)
Max Uplift All uplift 100 Ib or less atjoint(s)27,28,29,30,31,32,33,34,35,
23 except 1=-3783(LC 32),20=-1037(LC 31),25=-1309(LC 31),26=-435(LC 31),
24=-412(LC 39),22=-212(LC 38),21=-992(LC 28)
Max Grav All reactions 250 Ib or less at joint(s)except 1=3838(LC 31),20=1063(LC
32),25=1437(LC 32),26=623(LC 24),27=431(LC 15),28=392(LC 15),29=341(LC
15),30=335(LC 1),31=343(LC 1),32=333(LC 48),33=318(LC 15),34=326(LC 15),
35=373(LC 1),24=655(LC 26),23=494(LC 16),22=538(LC 27),21=1158(LC 27)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-6370/6327,2-3=-5957/5897,3-4=-5543/5479,4-5=-5164/5137,5-6=-4751/4728,
6-7=-4329/4276,7-8=-3920/3873,8-9=-3521/3520,9-10=-3098/3108,10-11=-2667/2683,
11-12=-2028/2044,12-13=-1583/1632,13-14=-1401/1484,14-15=-953/986,
15-16=-644/656,16-17=-482/497,17-18=-264/223,18-20=-1014/990
BOT CHORD 1-35=-5019/5003,34-35=-4701/4685,33-34=-4349/4365,32-33=-4061/4045, Ppp ���
31-32=-3744/3727,30-31=-3424/3407,29-30=-3104/3087,28-29=-2784/2767, OQ� ������� Fj�
27-28=-2464/2447,26-27=-2144/2127,25-26=-1824/1807,24-25=-1518/1501, O� ��• SOO •�� s�.
23-24=-1170/1154,22-23=-850/834,21-22=-530/514,20-21=-385/362 V ��Q N �•� Q
WEBS 12-25=-1416/1333,11-26=-598/449,10-27=-404/62,9-28=-365/74,8-29=-314/43, ; � �2;
7-30=-308/31,6-31=-316/62,5-32=-307/98,4-33=-290/75,3-34=-304/39,2-35=-329/60, �
• �•
13-24=-626/427,14-23=-468/98,16-22=-522/235,17-21=-424/123,18-21=-1026/1024 �
. -44018 :
NOTES- • •
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � :� ����
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 0 •• : ��
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �(C�,��••••.•••� �\
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. S/ONAL�N
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs December 16,2014
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAK7.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424264
03042-14E B1G GABLE 1 1
Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:47 2014 Page 2 J
ID:6H?QcM16c4e8LHnD43dQbjzXm00-CIUUn7mjF8NOSQUXxx95n1F1Z6mbP64aTg2FuFy8k7c
NOTES-
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)27,28,29,30,31,32,33,34,35,23 except(jt=1b)1=3783,
20=1037,25=1309,26=435,24=412,22=212,21=992.
12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)This truss has been designed for a total drag load of 240 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to
21-11-4 for 240.0 plf.
LOAD CASE(S) Standard
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty -Ply Liods Ridge/Bldg 2/Roof
R43424265
03042-14E 82 ROOF SPECIAL 8 1
Job Reference{optional�
Alpine Truss,Montrose,CO-81401 7.600 s Sep 19 2014 MiTek Industries,Inc Tue Dec 16 1438:01 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-UY01 stdtFJGyVLuSx5YYBZLRB5k_UcwFRmOU6fy8Kiq
i -3-0-0 7-6-6 15-0-14 18-10-6 21-11-4
� 3-0-0 7-6-6 7-6-8 3-9-8 3-0-14
10x10 � Scale=176.8
F
9.00 �2 4.00 12
� G 8x8 �
N \ 4x6 I I
H
8x12 �i
E
� 4x4 �i p /
a
� 4x4�i C M �
\ \
\
� B L \ \
A p K p J 4 R I
6x10 I� 2x4 I I 8x8 = Sx10 M18SHS=
i 7-6-6 15-0-14 21-11-4
� 7-6-6 7-6-8 6-10-6
Plate Offsets.(X Y)-- fE:0-6-0 0-5-01 fF:O-4_0 Edge],[G:0-5-0 0-3-8],fJ:0-3-0 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.09 J-K >999 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.55 Vert(TL) -0.17 J-K >999 240 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.06 I n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.03 I-J >999 240 Weight:177 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E*Except` TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins,
F-G,G-H:2x6 SPF 1650F 1.5E except end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E'Except' WEBS 1 Row at midpt E-J,H-I,G-I
E-K,G-J:2x4 WW Stud MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x10 DF No.2 be installed during truss erection,in accordance with Stabilizer
LBR SCAB A-D 2x10 DF No.2 one side Installation uide.
SLIDER Left 2x6 SPF 1650F 1.5E 4-9-0
REACTIONS. (Ib/size) 1=2681/0-5-8 (min.0-4-3),B=3375/0-5-8 (min.0-5-5)
Max Horz B=254(LC 29)
Max Uplift 1=-18(LC 36),6=-147(LC 35)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-B=-O/313,B-L=-3429/129,GL=-3314/124,C-M=-2798/101,D-M=-2731/100,
D-E=-2429/84,E-N=-1926/124,F-N=-1407/99,F-G=-1473/95,H-1=-440/48
BOT CHORD B-0=-209/2185,K-0=-78/2185,K-P=-78/2185,J-P=-78/2185,J-Q=-45/740,Q-R=-45/740,
I-R=-45/740
WEBS E-K=0/298,E-J=-1517/76,F-J=-24/283,G-J=-37/1172,G-1=-2372/62
NOTES-
1)Attached 10-0-0 scab A to D,front face(s)2x10 DF No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at
3-6-6 from end at joint A,nail 2 row(s)at 4"o.c.for 2-0-0;starting at 7-4-6 from end at joint A,nail 2 row(s)at 7"o.c.for 2-7-10.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;
MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 Pp p ���
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q� ������� F/y
4) Unbalanced snow loads have been considered for this design. O� �•• SOO ••� s�.
5)All plates are MT20 plates unless otherwise indicated. V ;�Q N �•. �
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; � �iL:
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,with BCDL=10.Opsf. • 4�18 •
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)I except Qt=1b) . :
B=147. � '. : �
9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � �
10)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist ��'•���•••.•��.��\�
drag loads along bottom chord from 0-0-0 to 1-0-0 for 240.0 plf. (CSS,��NAL`\V�,\\
LOAD CASE(S) Standard
December 16,2014
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply Lion's Ridge/Bldg 2l Roof
R43424266
03042-14E BXGD FLAT GIRDER 2 �
_ __ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:50 2014 Page t
I D:6H?QcM I6c4e8LH nD43dQbjzXm00-cK9cQ9ocY31bJ uC6c3joOftfnJqZcZM 19eGvVay8k7Z
1-6-1� 3-6-12 5-�-12 � 8-0-8 _I
1-6-12 2-0-0 2-0-0 2-5-12
Scale=1:51.5
Sx8 =2x4 I I 5x8 = 2x4 I I 8x8=
1 2 3 4 5
0
�
ro
10 9 $ � 6
3x6 II �x14 II 4x10 II 12x12 = 3x6 II
� 7-6-12 3-6-12 5-6-12 8-0-8
� 7-6-12 2-0-0 2-0-0 2-5-12 �
. ._ ____ _._._ _.._. .
Plate Offsets{X,Y)-- [1:Edge,0-2-12]�[5:0-3-8,Edge],[7:0-6-0,0-6-4],j8 0 6-4,0-2-0]_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.10 8 >978 360 MT20 197/144
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.47 Vert(TL) -0.12 8 >749 240
TCD� 15.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.00 6 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.00 9 >999 240 Weight:319 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals.
BOT CHORD 2x8 SPF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 1-10,5-6
REACTIONS. (Ib/size) 10=11530/0-3-8 (req.0-6-0),6=15591/0-3-8 (req.0-8-2)
Max Horz 10=-179(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-10=-9320/0,1-2=-1611/0,2-3=-1611/0,3-4=-2493/0,4-5=-2493/0,5-6=-8793/0
BOT CHORD 8-9=0/2829,7-8=0/2829
WEBS 1-9=0/9205,2-9=-275/49,3-9=-5004/0,3-8=0/5632,3-7=-1381/9,4-7=-465/28,
5-7=0/8872
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-5-0 oc,Except member 2-9 2x4-1 row at 0-6-0 oc,member 9-3 2x4-1 row at 0-9-0 oc,
member 3-8 2x4-2 rows staggered at 0-7-0 oc,member 7-3 2x4-1 row at 0-9-0 oc,member 4-7 2x4-2 rows staggered at 0-7-0 oc,
member 7-5 2x4-1 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)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
4)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Pp p ���
5)Provide adequate drainage to prevent water ponding. Q� F^'
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O�O�••'SOO••.us�.
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 V ��Q N �•� �
fit between the bottom chord and any other members. ; � �2;
8)WARNING:Required bearing size at joint(s)10,6 greater than input bearing size. . �;
9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . 4�18 :
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3584 Ib down at 1-6-12,2712 Ib �: :�
down at 1-6-12,3584 Ib down at 3-6-12,2712 Ib down at 3-6-12,3584 Ib down at 5-6-12,2712 Ib down at 5-6-12,and 3584 Ib down � :� ���
at 7-10-12,and 2712 Ib down at 7-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of 0 •• : ��
OthefS. �� •���������• �,�
LOADCASE(S) Standard SS��NALEN
December 16,2014
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 ress J/19/1�l4 BfF(7Rf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply Lion s Ridge/Bldg 2l Roof
03042-14E BXGD FLAT GIRDER Z R43424266
_ � 3 Job Reference_{optional�_
-
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:50 2014 Page 2
I D:6H?QcM I6c4e8LH nD43dQbjzXm00-cK9cQ9ocY31bJ uC6c3joOftfnJqZcZM 19eGvVay8k7Z
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-5=-230,6-10=-20
Concentrated Loads(Ib)
Vert:6=-6296(F=-3584,B=-2712)9=-6296(F=-3584,B=-2712)8=-6296(F=-3584,B=-2712)7=-6296(F=-3584,B=-2712)
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion s Ridge/Bldg 2l Roof
03042-14E Ct ROOF SPECIAL 36 1 R43424267
_ _ Job Reference_{optional�_
-
Alpine Truss, Montrose,CO-81401 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:53 2014 Page 1
I D:6H?QcM I6c4e8LH nD43dQbjzXm00-Ovr12ArU r_7AALxh HCGV01 V6_XnEpuXTrcVZ6vy8k7 W
33-7-4
2-0-0 , 8-5-4 12-10-10 16-11-4 21-7-13 26-4-6 30-1_14 . 33-2-12
1=—i �� I-----�� �-- �— - � �-�
2-0-0 5-8-4 4-2-6 4-0-10 4-8-9 4-5-9 3-9-8 3-0-14 0-4-8
6x8 I I Scale=1:837
� a.00 iz
s.oa I�z
6x10 �
4x4�� $ 8x8�
6�� 9
10
3.00 12
6x8%
� 5
� 9x10 M18SHS% Sx10 %
4 �
�
3 05
16 � �
a 1 � �
�
5x12 II 15 18 �� 14 �� �� 13 12 11
6x8 = 6x10= 5xS — 5x5 —
3x8M18SHS �I
5-8-4 16-11-4 26-4-6 30-1-14 - 33-2-12
8-8-4 83-0 9-5-2 ' 3-9-8 3-0-14
Plate Offsets(X,Y)-- [2:0-3-8,Edge],[3:0-2-8,Edge],[5:0-4-0,0-1-0],[6:0-1-0,0-1-8],[7:0-4-4,0-2-12],[8:0-8-0,0-3-0],[9:0-2-6,0-4-0],[11:0-3-8,Edge],[12:0-2-4,0-1-8],[14:0-3-12
y0-3-4],[15:0-3-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.31 13-14 >933 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.80 Vert(TL) -0.54 13-14 >538 240 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 11 n/a n/a
BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.02 13-14 >999 240 Weight:226 Ib FT=0%
LUMBER- BRACWG-
TOP CHORD 2x6 SPF 2100F 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except
T4,T5:2x6 SPF 1650F 1.5E,T1:2x10 DF No2 end verticals.
BOT CHORD 2x4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF 1650F 1.5E 5-8-3 oc bracing:2-15.
WEDGE WEBS 1 Row at midpt 6-13,8-12,9-11,4-15
Left:2x4 WW Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation quide. I
REACTIONS. (Ib/size) 2=1008/0-5-8 (min.0-1-15),15=4916/0-5-8 (req.0-7-11),11=2943/0-5-8 (min.0-4-15)
Max Horz 2=234(LC 34)
Max Uplift2=-112(LC 28),15=-13(LC 36)
Max Grav 2=1224(LC 14),15=4916(LC 1),11=3129(LC 16)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-16=-175/1542,3-16=-107/1865,3-4=-71/1684,4-5=-2920/38,5-6=-3618/51,
6-17=-1894/80,7-17=-1728/75,7-8=-1657/82,8-9=-1003/55,9-11=-3062/21
BOT CHORD 2-18=-1464/48,15-18=-1464/13,15-19=-57/1565,14-19=-92/1565,14-20=-24/1992,
20-21=-24/1992,13-21=-24/1992,12-13=-23/787
WEBS 3-15=-2141/69,4-14=0/1875,5-14=-2301/79,6-13=-1779/74,7-13=-44/755,
8-13=-9/1131,8-12=-2142/26,9-12=0/2284,6-14=0/1542,4-15=-4250/66
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 p.P�� ���F
2)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �Q •••"'••• �/s
3)Unbalanced snow loads have been considered for this design. Q ;• SQ� ••. �`
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs V�'O� N���
non-concurrent with other live loads. � 2�
5)All plates are MT20 plates unless otherwise indicated. • �, •
•
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 4�18 .
•
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,with BCDL=10.Opsf. �O ; ; �
8)WARNING:Required bearing size at joint(s)15 greater than input bearing size. 'f� •• : �
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15 except Qt=1b) �iC`�•� .'���
2=112. (CS ����������,\�
10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. S��NAL�\V
11)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag
loads along bottom chord from 8-2-4 to 9-2-4 for 240.0 plf. DeC01"Tlbef'I6,2014
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAX7.tlDED MI7EF(REFER�71�f FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion s Ridge/Bldg 2l Roof
03042-14E CiG GABLE $ � R43424268
_ _LL JobReference_{optional�_
- —
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:57 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-vg4GuYu?uCebfzFSW 1 LRA8gopS9Jlhc2mETmFgy8k7S
33-7-4
�8=8=�„12_10-10_�16-11_4_�_218-13 �26-4-6 I_30_1-14_I 33-_2__12_I_I
8-8-4 4-2-6 4-0-10 4-9-9 4-7-9 3-9-8 3-0-14 0-4-8
7x12 M18SHS I I Scale=1:54.4
� 4.00�t2
9.00 12 \
� 6x10�
4x8�i � $ 8x8�
6 37 9
10
8x12= /
6x10 �I
3.00 12 5
8x12 —
rn
cb 5x12 % �
°' 4x4 I I 3 �
ro
2
36
w
1
o?'� ----�— � �--�--�--.—._ . .
° 38 39
4x6 % 16 15 14 40 13 12 11
6x8= 7x12 M18SHS= 4x6= 5x8 = 5x5=
3xS M1SSHS I I
8-8-4 16-11-4 i 21-5-13 26-4-6 30-1-14 33-2-12
� 8-8-4 83-0 ' 4-9-9 4-7-9 � 3-9-5 3-0-14
Plate Offsets{X,Y)-- [1:0-5-O,Edge],[3:0-6-0,0-1-15],[4:0-10-4,0-4-4],[6 0 2 13,0-1-8],,[8:0-7-12,0-3-01,[9:0-2-6,0 4 0],,[11.0-3-8,Edge],[12:0-2-4,0-1-8],[16:0-3-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -021 14-15 >999 360 MT20 118/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.72 Vert(TL) -0.30 14-15 >981 240 M18SHS 113/123
TCD� 15.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.05 11 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.02 14-15 >999 240 Weight:235 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except
T1:1.5X5.5 Microllam LVL 2.OE TG,T2:2x6 SPF 2100F 1.SE end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF 1650F 1.SE`Except* 5-0-15 oc bracing:1-16.
W4:1.5X5.5 Microllam LVL 2.OE TG,W6,W5:2x4 WW Stud WEBS 1 Row at midpt 6-13,8-12,9-11,3-16,4-6,4-14
OTHERS 2x4 WW Stud
REACTIONS. (�b/size) 1=466/0-5-8 (min.0-1-8),16=4902/0-5-8 (req.0-7-11),11=2966/0-5-8 (min.0-4-14)
Max Horz 1=232(LC 34)
Max Upliftl=-45(LC 28),16=-8(LC 36)
Max Grav 1=597(LC 64),16=4902(LC 1),11=3107(LC 16)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-36=-153/1528,2-36=-88/1804,2-3=-80/1529,3-4=-3681/35,5-6=-1883/50,
6-37=-1843/86,7-37=-1764/85,7-8=-1609/88,8-9=-1000/54,4-15=-1042/75,
4-5=-1591/59,9-11=-3050/18
BOT CHORD 1-38=-1483/37,16-38=-1483/28,16-39=-45/2048,15-39=-60/2048,14-15=0/3358,
14-40=-22/1971,13-40=-22/1971,12-13=-22/797
WEBS 2-16=-2411/72,3-15=0/1963,6-13=-1785/54,7-13=-51/715,8-13=-24/1125,
8-12=-2129/44,9-12=0/2311,6-14=0/1293,3-16=-4405/69,4-6=-1295/57,
4-14=-1842/21
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 Pp p ���
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry OQ� ������� Fj�
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. O� �•• SOO ••� s�.
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 V ��Q N �•� �
4)Unbalanced snow loads have been considered for this design. ; � �2;
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs . ;
non-concurrent with other live loads. ' �' '
6)All plates are MT20 plates unless otherwise indicated. . 4�18 :
7)All plates are 2x4 MT20 unless otherwise indicated. �: :�
8)Gable studs spaced at 1-4-0 oc. � :� ���
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 •. : ��
10)*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 �(C�,��••••.•••� \
fit between the bottom chord and any other members,with BCDL=10.Opsf. S/ONAL�N�
11)WARNING:Required bearing size at joint(s)16 greater than input bearing size.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)1,16.
13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. DeC01"Tlbef'I6,2014
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424268
03042-14E CiG GABLE 8 1
Job Reference_{optional�_
-
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:42:58 2014 Page 2
I D:6 H?QcM I6c4e8LH n D43dQbjzXm00-Ntee5uudfW mSH6pe41sgj LDzZYVYU8rC?u CKn6y8k7 R
NOTES-
14)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 8-2-4 to
9-2-4 for 240.0 plf.
15)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
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424269
03042-14E Dt Monopitch 35 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:00 2014 Page t
I D:6H?QcM16c4eSLHnD43dQbjzXm00-JFmOWawtB70AWQz1 CAuBomIH8L8ay?DVSChRs?y8k7P
I, -3_0-0 _ 4-3-9 I 8-3-7 13-5-2 17-4-8. 21-11-4 I
3-0-0 4-3-9 3-11-14 5-4-11 3-8-6 4-6-12
Scale=1:49.5
4x4 I I
8
4.00 12
Sx5%
7
4x6%
6
8x8 %
� 5 14
5x5 %
4
7x14 %
3
2
�1 _
r7
�5 13 12 11 10
9
7x10 — 2x4 �I 5x10 M18SHS= 4x6 = 4x6= 5x10 M18SHS-
4-3-9 8-3-7 13-8-2 17-4-8 21-11-4
4-3-9 3-11-14 ' S-4-11 3-8-6 4-6-12
. __. _ __.. - _--__ _.__ .
Plate Offsets{X,Y)-- [2:0-1-4,Edge],j5:0 2 0,0 3-0],[7:0-2-QO-1-12j,j10:0-2-8,0-1-8],_[12:0-5-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -021 11-12 >999 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.94 Vert(TL) -0.29 11-12 >878 240 M18SHS 169/123
TCD� 15.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.12 9 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.02 12 >999 240 Weight:147 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
T1:2x10 DF No.2 end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
B1:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 8-9,6-10,7-9
WEBS 2x4 SPF 1650F 1.5E*Except* MiTek recommends that Stabilizers and required cross bracing
W1,W2,W3,W5:2x4 WW Stud be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x4 WW Stud 2-1-14 Installation guide.
REACTIONS. (Ib/size) 9=2635/0-5-8 (min.0-5-8),2=3526/0-5-8 (min.0-4-15)
Max Horz 2=255(LC 31)
Max Uplift2=-120(LC 28)
Max Grav 9=3523(LC 15),2=3910(LC 15)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-5122/100,3-4=-4745/129,4-5=-5236/101,5-14=-3860/102,6-14=-3572/80,
6-7=-2257/88,7-8=-281/131,8-9=-620/23
BOT CHORD 2-15=-285/4119,13-15=-285/4119,12-13=-285/4119,11-12=0/4943,10-11=0/3374,
9-10=-6/1957
WEBS 4-12=-49/934,5-12=-302/156,5-11=-1831/20,6-11=0/1042,6-10=-2462/11,
7-10=0/2073,7-9=-3440/0
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Pp p ���
3)Unbalanced snow loads have been considered for this design. Q� F^'
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs 0�o�••'SOO••,us�.
non-concurrent with other live loads. V ��Q N �•� �
5)All plates are MT20 plates unless otherwise indicated. ��� �2�
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. ; �18 :
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=120. �: :�
9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � :� ���
10)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag � •• : ��
loads along bottom chord from 0-0-0 to 1-0-0 for 240.0 plf. �(C ��••••.•••� \
LOADCASE(S) Standard SS��NALEN�
December 16,2014
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 ress J/19/1�l4 BfF(7Rf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424270
03042-14E D t D GABLE 5 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:03 2014 Page 1
I D:6H?QcM I6cAeSLHn D43dQbjzXm00-kqSX8bym U201N uictlSrQPwpGZDS9Lix89w5TKy8k7M
3-0-0 21-11-4
i "-__
3-0-0 21-11-4
Scale:t/4"=1'
Sx5% 13
2x4 I I �2
4.00 I12 11
2x4 I I
2x4 �I ��
2x4 I I 9
2x4 I I $
� 2x4 I� Z5 7
� 6
� 2x4 I I
8x8% 5
3x10 I I 4
3
i 2
;I 1
�1 i... I
12x12 — p4 23 22 21 20 19 18 17 16 15 14
3x6 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 5x5 — 2x4 I I 2x4 I I 3x6 I I 6x6—
21-11-4
21-11-4 �
� ---.._.. .
Plate Offsets{X,Y)-- [2:Edge,0-3-8],j3:0-7-9,0-0-12],[4:0-4-0,0-3-8],[18:0-2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.01 1 n/r 120 MT20 197/144
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.68 Vert(TL) -0.02 1 n/r 120
TCD� 15.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.08 15 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:149 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except
T1:2x10 DF No.2 end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-2-0 oc bracing.
WEBS 2x4 SPF 1650F 1.SE WEBS 1 Row at midpt 13-14
OTHERS 2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SPF 1650F 1.5E Installation guide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 2=204(LC 30)
Max Uplift All uplift 100 Ib or less atjoint(s)17,18,19,21,22 except 14=-1325(LC
31),2=-2888(LC 28),15=-1257(LC 28),16=-187(LC 30),23=-285(LC 29),
24=-1354(LC 14)
Max Grav All reactions 250 Ib or less at joint(s)except 14=1395(LC 24),2=3429(LC
25),15=1363(LC 35),16=671(LC 25),17=705(LC 15),18=693(LC 15),19=700(LC
15),20=681(LC 15),21=529(LC 15),22=519(LC 1),23=674(LC 22),24=751(LC
28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-5784/5569,3-4=-4906/4750,4-5=-4340/4197,5-6=-3771/3638,6-25=-3239/3122,
7-25=-3031/2887,7-8=-2740/2617,8-9=-2233/2117,9-10=-1688/1604,10-11=-1139/1076,
11-12=-746/688,12-13=-504/467,13-14=-253/125
BOT CHORD 2-24=-4901/4902,23-24=-4458/4389,22-23=-4003/3982,21-22=-3523/3502,
20-21=-3043/3022,19-20=-2563/2542,18-19=-2083/2062,17-18=-1594/1572,
16-17=-1124/1102,15-16=-644/622,14-15=-422/400 Ppp ���
WEBS 12-15=-1277/1255,11-16=-636/227,10-17=-666/71,9-18=-653/40,8-19=-659/36, OQ� ������� Fj�
7-20=-642/25,6-21=-488/56,5-22=-483/58,4-23=-629/314,3-24=-701/1283, O� ��• SOO •�� s�.
12-14=-1433/1435 V•�OQ N O:�
NOTES- 2�
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ' �' ;
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 . -44018 :
2) 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. � :� �'G�
3)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � •. : ��
4)Unbalanced snow loads have been considered for this design. �(C ��••••.•••� �\
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs SS�ONAL EN
non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc. DeC01"Tlbef'I6,2014
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAK7.tlDED MI7EF(REFER�71�f FAGE MII-1413 ress J/19/1�l4 BfFORf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424270
03042-14E D t D GABLE 5 1
Job Reference_{optional�_
-
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:04 2014 Page 2
ID:6H?QcM16c4e8LHnD43dQbjzXm00-C10vMxzOFMWc?1HoROz4zcT_OyZhuox4Npfe?my8k7L
NOTES-
9)`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.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,18,19,21,22 except(jt=1b)14=1325,2=2888,15=1257,
16=187,23=285,24=1354.
11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12)This truss has been designed for a total drag load of 240 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to
21-11-4 for 240.0 plf.
13)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must
provide for uplift reactions indicated.
LOAD CASE(S) Standard
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424271
03042-14E D t G GABLE 2 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:07 2014 Page 1
I D:6 H?QcM I6c4e8LH n D43dQbjzXm00-cch2_z?GYHu BsV?N68 W na F4bNAbZ5C UX3nu Ic5y8k71
21-11-4
� 21-11-4
Scale=1:45.3
4.00 12 6x6% 4x4 II
14 15
13
8x8 % �2
11
10
9
8
7
6
5
4
3
2
1
v
MI x -
0
5x10 % Zy zg 2� 26 25 24 23 22 21 20 19 18 17 16
3x6 I I 5x5 =
21-11-4
21-11-4
. .._..... .. .
Plate Offsets{X,Y)-- [1:0-3-15,Edge]�[10:0-4-0,0-4-8],[14:0-3-0,0-4-0],[16:0-2-4,0-3-0],[22:0-2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.66 Vert(TL) n/a - n/a 999
TCD� 15.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.08 17 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:137 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins,
BOT CHORD 2x4 SPF 1650F 1.SE except end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-1-11 oc bracing.
OTHERS 2x4 SPF 1650F 1.SE MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 1=178(LC 30)
Max Uplift All uplift 100 Ib or less atjoint(s)19,20,21,22,23,24,25,26,28
except 1=-1602(LC 27),16=-1178(LC 30),17=-993(LC 27),18=-298(LC 29)
Max Grav All reactions 250 Ib or less atjoint(s)except 1=1747(LC 34),16=1184(LC
43),17=1075(LC 34),18=553(LC 24),19=463(LC 14),20=453(LC 14),21=453(LC
14),22=457(LC 14),23=457(LC 14),24=453(LC 14),25=396(LC 14),26=334(LC
1),27=369(LC 1),29=1128(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-5319/5078,2-3=-4225/4086,3-4=-3845/3724,4-5=-3532/3419,5-6=-3192/3082,
6-7=-2851/2744,7-8=-2509/2401,8-9=-2179/2079,9-10=-1820/1726,10-11=-1490/1409,
11-12=-1142/1075,12-13=-757/704,13-14=-548/506,14-15=-291/265
BOT CHORD 1-29=-4975/4956,28-29=-3954/3935,27-28=-3602/3583,26-27=-3314/3295,
25-26=-2994/2975,24-25=-2674/2655,23-24=-2354/2335,22-23=-2034/2015,
21-22=-1705/1686,20-21=-1395/1376,19-20=-1075/1056,18-19=-755/736,
17-18=-435/416,16-17=-299/280
WEBS 14-17=-939/925,13-18=-538/319,12-19=-436/50,11-20=-426/59,10-21=-427/66,
9-22=-430/75,8-23=-429/48,7-24=-427/20,6-25=-367/17,5-26=-313/16,4-27=-324/16, Q�PD� LICF
2-29=-989/42,14-16=-1300/1307 �Q •�""'�• s
0 i� S�� �'� �
NOTES- V ; O N •• O
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ; � �2�
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ;U �, ;
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry � 4�18 :
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � �
3)TCL�:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �O ; ;��
4)Unbalanced snow loads have been considered for this design. 'f� •• :
5)All plates are 2x4 MT20 unless otherwise indicated. ���•����••����.' �
6)Gable requires continuous bottom chord bearing. F�'S,/O �N�.��
7)Gable studs spaced at 1-4-0 oc. NAL
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)`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 December 16,2014
fit between the bottom chord and any other members.
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IFKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424271
03042-14E D t G GABLE 2 1
Job Reference_{optional�_
_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:08 2014 Page 2
I D:6H?QcM 16c4e8LH nD43dQbjzXm00-4oFQ8J0uJb01 TfaZgr107Sd m6awoqfkg I Rds8Xy8k7H
NOTES-
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)19,20,21,22,23,24,25,26,28 except(jt=1b)1=1602,
16=1178,17=993,18=298.
11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12)This truss has been designed for a total drag load of 240 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to
21-11-4 for 240.0 plf.
LOAD CASE(S) Standard
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424272
03042-14E E1 Roof Special 25 1
_ Job Reference_{optional�_
- �
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:09 2014 Page 1
I D:6 H?QcM I6c4e8LH n D43dQbjzXm00-OANAc_29qCGljykynG4 U Cti4j NZsIXvz116yD Ry8k7F
i 4_10_13 �, 10-0-15 14-8-9 19-10-7 I, 24-9�
4-10-13 5-23 4-7-10 5-1-14 4-10-13
4.00 12 Scale=1:492
4x4 I I
6
8x10 %
3.00 12 5
4x8%
4
2x4 I I
N 3 \
� 8x12% �
ro /
2 /
7xt2 M18SHS I I
1
ro
o�
1
11 12 13
10 9 8 7
5x10 M18SHS- 7x12 M18SHS= Sx5= 5x10 M18SH5 -
� 4-10-13 i 10-0-15 14-8-9 79-10-7 24-9-4
� 4-10-13 � 5-2-3 �� 4-7-10 � 5-1-14 4-10-13
Plate Offsets{X,Y)-- [2:0-6-0,0-4-8],[5:0-8-0,0-4-12],[8:0-2-0,0-1-12]. �
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.33 8-9 >888 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.88 Vert(TL) -0.60 8-9 >489 240 M18SHS 169/123
TCD� 15.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.15 7 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.02 9 >999 240 Weight:131 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except
T3:2x6 SPF 1650F 1.SE end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.SE`Except* WEBS 1 Row at midpt 6-7,4-8,5-7,2-10
W3,W4:2x4 WW Stud,W1:2x6 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 7=3049/0-5-8 (min.0-4-11),10=3049/0-5-8 (min.0-4-11)
Max Horz 10=242(LC 31)
Max UpIift10=-29(LC 28)
Max Grav 7=3673(LC 14),10=3678(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-802/0,2-3=-6380/55,3-4=-6415/31,4-5=-2630/75,5-6=-264/90,6-7=-438/22,
1-10=-790/9
BOT CHORD 10-11=-73/5555,9-11=-98/5555,9-12=0/4603,12-13=0/4603,8-13=0/4603,7-8=0/2420
WEBS 2-9=0/514,3-9=-1605/52,4-9=0/2127,4-8=3100/52,5-8=0/2310,5-7=-4022/0,
2-10=-5657/156
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated. p� �/ t�^
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �,��P•••••�C`_'`/s
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 Q ;• SQ� ••• �`
fit between the bottom chord and any other members,with BCDL=10.Opsf. V ; � N •. �
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10. ; � �2�
8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � �, �
9)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag -44018 :
loads along bottom chord from 0-0-0 to 1-0-0 for 240.0 plf. � �
• �
LOAD CASE(S) Standard 'f� •• :��
o��sS��NAL EN�\��
December 16,2014
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 rex J/19/1�l4 BfF(7Rf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424273
03042-14E E2 Roof Special 8 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:12 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-zZUx1g3PMpXTyGuKvh6yHIoQ26HnmQEGD3b3HJySk7D
i 5-0-1 ,I 5-6-7 15-1-13 .i 21-11-4 ,I
5-0-1 3-6-6 6-7-6 6-9-7
4x6 I I Scale:t/4"=1'
5
a.00 i2
4x8%
4
3.00 12 7x10% �
� 3 \
°� 3x10 %
2
7x12M1SSHS ��
m �
�9 10 8 � t"I 6
5x10 M185HS— 3x4= Sx10 M18SHS= 5x10 M18SHS—
8-6-7 15-1-13 21-11-4
.. 8-6-7 6-7-6 6-9-7
. _---_ ...._._ _..__ .
Plate Offsets{X,Y)-- [3:0-8-4,0-4-0],j7:0-5-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -021 7-8 >999 360 MT20 169/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.73 Vert(TL) -0.28 7-8 >920 240 M18SHS 169/123
TCD� 15.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.11 6 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.02 6-7 >999 240 Weight:113 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except
BOT CHORD 2x4 SPF 2100F 1.8E end verticals.
WEBS 2x4 SPF 1650F 1.5E'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W3,W4,W6:2x4 WW Stud,W1:2x6 SPF 1650F 1.SE WEBS 1 Row at midpt 5-6,3-7,4-6,2-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 6=2695/0-5-8 (min.0-3-9),9=2695/0-5-8 (min.0-4-1)
Max Horz 9=244(LC 34)
Max Uplift9=-41(LC 27)
Max Grav 6=2821(LC 14),9=3222(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-901/7,2-3=-4757/84,3-4=-2844/106,4-5=-370/116,5-6=-618/26,1-9=-1019/14
BOT CHORD 9-10=-95/4328,8-10=-96/4328,7-8=0/4503,7-11=0/2497,6-11=0/2497
WEBS 2-8=-12/411,3-7=-2276/27,4-7=0/1204,4-6=-3258/15,2-9=-4214/159
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
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 p,Pp 0 �/CFiy
fit between the bottom chord and any other members,with BCDL=10.Opsf. Q �.•••.�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9. �Q�;•� SQ�ti•�s�`O
8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �'O� ��
9)This truss has been designed for a total drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag • 2�
loads along bottom chord from 0-0-0 to 1-0-0 for 240.0 pif. � �, �
. 4018 :
LOAD CASE(S) Standard �
• •
�O • • �
� . .�
�����• .•� ���
••.•.•• �
SS��NAL EN
December 16,2014
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 rex J/19/1�l4 BfF(7Rf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424274
03042-14E E2G Roof Special 1 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:14 2014 Page 1
I D:6H?QcM I6c4e8LH nD43dQbjzXm00-vychSM5fu Rn BCa2j068QNjtm I_sE LeZg N4AM By8k76
i 5-1-3 �8=6-7 f 15-1-13 _ 21-11_4 I
5-1-3 3-5-4 6-7-6 6-9-7
5x6 I I Scale=1:47.4
7
4x6 %
6
8x8%
4.00 12
3.00 �2 5 �
0
5x5 �/ Sx6 % r
2 4
10x10 %
1
ml
��� �� 10 9 �3 g-
4x10= 3x4= 6x8= Sx10 M1SSHS =
8-6-7 15-1-13 21-11-4
� 8-6-7 � 6-7-6 6-9-7
. . _.. _.__ ._...... .
Plate Offsets{X,Y)-- [1:Edge,0-5-2],j5:0-4-0,0-4-12],[9:0-4-0,0-3-4j_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.19 9-10 >999 360 MT20 118/123
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.69 Vert(TL) -0.26 10-11 >999 240 M18SHS 197/144
TCD� 15.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.11 8 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Wind(LL) -0.02 8-9 >999 240 Weight:120 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except
T1:2x6 SPF 1650F 1.SE end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.SE`Except* WEBS 1 Row at midpt 7-8,5-9,6-8
W3,W4,W6:2x4 WW Stud,W1:1.5X7.25 Microllam LVL 2.OE TG MiTek recommends that Stabilizers and required cross bracing I
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 8=2686/0-5-8 (min.0-3-7),11=2686/0-5-8 (min.0-3-11)
Max Horz 11=262(LC 30)
Max Uplift11=-39(LC 27)
Max Grav 8=2706(LC 14),11=2923(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-88/502,2-3=-2489/50,2-4=-1963/0,4-5=-4314/80,5-6=-2694/107,6-7=-369/117,
7-8=-621/26,3-11=-1628/32,1-3=-607/19
BOT CHORD 11-12=-82/4252,10-12=-59/4252,9-10=0/4037,9-13=0/2360,8-13=0/2360
WEBS 4-10=-257/94,5-10=0/274,5-9=-1918/24,6-9=0/1058,6-8=-3077/12,4-11=-2672/133
NOTES-
1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
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. Q�PD� LICF/�
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 �Q�.•••••••.� s
fit between the bottom chord and any other members,with BCDL=10.Opsf. Q ; SQ� •• �`
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11. V�'O� N O��
8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � 2�
9)This truss has been designed for a total drag load of 240 Ib.Lumber DO�=(1.33)Plate grip DOL=(1,33) Connect truss to resist drag • �, �
loads along bottom chord from 0-0-0 to 1-0-0 for 240.0 plf. � 4�18 .
•
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � �
�O • • �
LOAD CASE(S) Standard 'f� •• :��
o��sS��NAL EN�\��
December 16,2014
�WARNd14G-Yzrifp dzsign paramzters and RE4i1 M77E5 ON 7NdSAND IAX7.tlDED MI7E!{REFER�71�€FAGE MdI-1413 rex J/19/1�l4 BfF(7Rf C+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424275
03042-14E E3G GABLE 1 1
_ Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:17 2014 Page 1
ID:6H?QcM16c4e8LHnD43dQbjzXm00-JXIq407YBM9m31 mlhEi7_MVJZC?TRsi?MLJqyWy8k78
21-11-4
i i
21-11-4
Scale=1:42.6
4.00 12 15
14
13
12
11
8x8% 10
9
8
7
6
5
4
3
2
1
MI aXa
0
5x10% Zy Zg Z� Z6 25 24 23 22 21 20 19 18 17 16
5x5 -
21-11-4
�� 21-11-4
. ... ...... .
Plate Offsets{X,Y)-- [1:0-3-15,Edge],j8:0-4-0,0-4-8],[16:Edge,0-3-8],[22:0-2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow=100.0) Lumber DOL 1.00 BC 0.69 Vert(TL) n/a - n/a 999
TCD� 15.0 Rep Stress Incr YES WB 0.21 Horz(TL) -0.09 16 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:130 Ib FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.SE end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-0-12 oc bracing.
OTHERS 2x4 SPF 1650F 1.SE MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 1=178(LC 7)
Max Uplift All uplift 100 Ib or less atjoint(s)18,19,20,21,23,24,25,26,28
except 1=-1674(LC 27),16=-129(LC 30),17=-149(LC 27)
Max Grav All reactions 250 Ib or less at joint(s)16 except 1=1820(LC 34),17=424(LC
24),18=471(LC 14),19=458(LC 14),20=453(LC 14),21=453(LC 14),22=463(LC
14),23=456(LC 14),24=441(LC 14),25=396(LC 14),26=335(LC 1),27=369(LC 1),
29=1128(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-5552/5305,2-3=-4456/4316,3-4=-4078/3954,4-5=-3763/3649,5-6=-3422/3311,
6-7=-3054/2937,7-8=-2753/2648,8-9=-2401/2312,9-10=-2044/1959,10-11=-1723/1639,
11-12=-1380/1309,12-13=-1039/981,13-14=-699/654,14-15=-355/299
BOT CHORD 1-29=-5189/5173,28-29=-4168/4152,27-28=-3816/3800,26-27=-3528/3512,
25-26=-3208/3192,24-25=-2888/2872,23-24=-2568/2552,22-23=-2249/2233,
21-22=-1919/1903,20-21=-1609/1593,19-20=-1289/1273,18-19=-969/953,
17-18=-649/633,16-17=-329/313
WEBS 14-17=-393/76,13-18=-444/25,12-19=-431/21,11-20=-426/24,10-21=-427/37,
9-22=-437/16,8-23=-428/65,7-24=-415/64,6-25=-368/28,5-26=-313/17,4-27=-324/16, Q�PD� LICF
2-29=-989/42 �Q ��������� s
0 i� S�� �'� �
NOTES- V�'OO N���
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � 2�
(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 • �, �
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry � 4�18 :
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � �
3)TCL�:ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �O ; ;��
4)Unbalanced snow loads have been considered for this design. 'f� •• :
5)All plates are 2x4 MT20 unless otherwise indicated. ���•����••����.' �
6)Gable requires continuous bottom chord bearing. F�'S,/O �N�.��
7)Gable studs spaced at 1-4-0 oc. NAL
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)`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 December 16,2014
fit between the bottom chord and any other members.
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IFKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
Job Truss Truss Type Qty Ply I Lion's Ridge/Bldg 2l Roof
R43424275
03042-14E E3G GABLE 1 1
Job Reference_{optional�_
Alpine Truss, Montrose,CO-81407 7.600 s Sep 23 2014 MiTek Industries,Inc. Mon Dec 15 09:43:18 2014 Page 2
I D:6H?QcM I6c4eSLHn D43dQbjzXm00-njsCl kBAyfHdg6 LU FyDMXZ2 UJcLiAly8b?20Vyy8k77
NOTES-
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)18,19,20,21,23,24,25,26,28 except(jt=1b)1=1674,
16=129,17=149.
11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12)This truss has been designed for a total drag load of 240 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to
21-11-4 for 240.0 plf.
LOAD CASE(S) Standard
�WARNd14G-Yzrifp rfzsign paramzters and RE4i1 M77E5 ON 7NdSANf1 IAKT.tlDED MI7EF(REFER�hL'f FAGE MII-1413 ress J/19/1�l4 BfFORFC+SF.
Design valid for use only wiih MiTek conneciors.This design is based only upon paramefea shown,and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer-noi truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stabili}y during construction is}he responsibillify of}he MiTek�
erecior. Addi}ional permanen}bracing of ihe overall structure is the responsibility of}he building designer.For general guidance regarding
fabrication,quality conirol,siorage,delivery,ereciion and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 109
SafeTy Information available from Truss Plafe Institute,781 N.Lee Sireei,Suife 312,Alexandria,VA 22314. Citrus Heights,CA,95610
IfSauthernP�ine35P�lum6erisspecified,thede_�iontialuesarethu_e effective 06;'01r20136prtL5C
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