HomeMy WebLinkAboutB14-0044 REV9 Truss reviewed by Safebuilt approved Department of Community Development
75 South Frontage Road
TOWN OF VAIL$ vai�, CO 81657
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
_ _ _ _ _ _ .
_ _ _
',ApplicationlPermit#(s) information applies
�to: Attention: (,,j Revisions
i PRJ13-0699 Martin A. Haeberle (�Response to Correction Letter '
�attached copy of correction letter
I; B14-OOaa Q Deferred Submittal �'��.
(�Other
_ _._ _ _ _ __ _
_ _
_ _ _ . . _.
, Project Street Address: I
' 1265 North Frontage Road
�, (Number) (Street) (Suite#)
', Building/Complex Name: Lion's Ridge Apartment Homes ' Description of Transmittal/List of Changes, Items Attached:
�, . . _ .. .. __.. . . . ... ... .... _. . . . _. .. . . j Deferred Submittal: Building 3 Truss Shop Drawings
'ppplicant Information
', �'� 3 FLR1 -Bldg 3 Floor 1 7russes �
(architect,contrector,ownedowner's rep)
3 FLR2- Bldg 3 Floor 2 Trusses
Contact Name: Ben Marshall ,
Address:
200 N. M81f1 St. '�'�. 3 Roof-Bldg 3 Roof Trusses
�� 4, BIdg3 TRS-Bldg 3 Trusses �.
, City Oregon State: W� Zip: 53575
'��. Contact Name: Ben M81'Sh811 ;(use additional sheet if necessary) ''�
' Contact Phone: 608-835-5534 i guilding Permits:
bmarsh811@gormanusa.com � Revised ADDITIONAL Valuations(Labor&Materials) '
! Contact E-Mail: ! (DO NOT include original valuation) �
, I hereby acknowledge that I have read this application,filled out � Building: $
I in full the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to ! plumbing: $
, comply with the information and plot plan,to comply with all Town i
ordinances and state laws, and to build this structure according ' Electrical: $ '
, to the town's zoning and subdivision codes, design review ap- ,
' proved,International Building and �sidential Codes and other ' Mechanical: $ '
I ordinancg f the�T,/oy��pplic thereto.
I,.X �p ',Total: $� .
� OwnedO er's Representaf e Signature(Required) —
� Date Received: �
For Oftice Use Only:
Fee Paid:
Received From:
Cash Check# -
CC: Visa/MC Last 4 CC# exp.date:
Authorization#
�- --------- -----------�
��,& � APPROVED DISAPPROVED I
�� APPROVED AS NOTED
� Resubmission not re uired NOTED•no action required 1
� REVISE AND RESUBMIT (Check mark indicales action taken) �
MiTe k� �ppp�oval is only for coniormance with the design concept of the Project j
,art�aan�prta�re€wrtn-ns€rara���� �-ma�maarna�vn,�. ,
�Cont�actor is responsibfe for all dimensions,quantities,and performance � MiTek USA, IIIC.
(requiremenls to be confirmed and correlated at the job site;tor all � 7777 Greenback Lane
�information that pertains solely to the fahrication processes or to � Suite 109
I techniques of construction;for all coordination of the work of all tredes; � Citrus Heights,CA,95610
1 and for assuring consistency with the Contract Documents. � Telephone 9161676-1900
Re: 03020-1 5A�ppproval of drawings or items does not relieve the Contractor of the I Fax 91 616 76-1 9 0 9
Lion's Ridge��E�igty f��Q I�1 g with all requirements of the Contract i
'Documents I
j oate: 05/29/2015 � �
jProject No: 14L'1011-00-01 By: ..- �
� Gorman & Com an Inc. ___�
"�— — --��=
Thc huss drawing(s)referenced below have been prepared by MiTek[ndustries, Inc.under my direct supervisio��
based on the parameters provided by Alpine Truss-Montrose, CO.
Pages or sheets covered by[his seal: R44532837 thru R44532841
My license rencwal da[e for the state of Colorado is October 31,2015.
Lumber design valucs are in accordance with ANSI/TPI 1 section 63
These truss designs rely on lumber values established by others.
MARTIN/MARTIN, INC.
REVIEWED FOR DESIGN LOADS ONLY AS
THEY AFFECT THE PRIMARY STRUCTURE.
NOT RESPONSIBLE FOR DESIGN,
DIMENSIONS OR QUANTITIES OF MATERIAL
REVIEWED
Date Received: OS/26/2015
Reviewer:SJM
Date Retumed: 05/28/2015
o��PpDO LI�F2s Notes:
� .�Qp,�� R/G.FO 1. Truss supplier is responsible for all
;e ��: temporary and permanent bridging and
�� PE44594D� bracing of the trusses and truss
' ; connections.
�,�., ,r�,� 2. GC note strongback recommendations
.
��' S. .••'�� provided by truss supplier.
r----�_.
May 21,2015
Reivera, Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown, The suitability and use of this component for any particular building is the
responsibility of die building designer, per ANSI/TPI l.
Job � Truss TmssType Q�y Ply Lonsamg IeLOG9I4ntlFlOr
R4953283]
030P0-05N FO1 FLOOR I40 I
JgSi_R�F¢(Opl onall
AlpineTmss, Monirose,CO-B1d01 � � ]fi20sMar2)2015MTeklntluslne.IncTM1UMay2108E]:1]2015Paga1
ID:6H?�cMI6c4e8LHnD430QbjxXm00-uzwK2D�q6szglj9b?nNfspE88aA_DfOAI?�bhazElbu
i Z-S-0 ,. �_�_�
Scale=1:SZ i
2x4 II
3xC II Ax8
JOb Tfu55 — Tm557yp¢ Qry IPty [mn'sRlegeIBLDGJIPnOFIwr I
R49532838 �
03020-0SA F02 FLOOR 2]� � �
Job Reference o �ional �
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ID:6H?�cMI6rAe8LNn�E3dObjzXmOPrM155oS4eU�0_Oq_6CP7xEKRGOSUhZZTKJvhmSZElbs
i 2"5� I �-�-� F�-5���5-2 I �����'�"�
Scale=1'.561
4x4 =
3x< II 4x6 = 2xJ II 9x4 = 2x4 II 2x4 II 3x6 FP=2x4 II qxg = pxC !I Sx8 = 2xA II 4xfi = 2x4 �i 4x4 = 3z4 I'�
1 2 3 A 5 6 ] 8 9 10 11 12 13 14 15 16 1]
�I � 103-0_— _�_ -� '�d �m
r
28 2] 26 25 24 23 22 21 20 19 29 18
3x8 = 3x8 M185H5 FP = 3x4 - 3x4 = 4x10 = 6xe— Ox8 = 4x8 = 3x6 =
i._ —� _. 24-e-0 _ . __._—�6F��
1b5-8
5�1�8 1030 I -ID E 34�6-0.._ 2d 0 P&5d J3�4�0 {
� 51 q. . �.5 1 8 -9 13 0-9 0..0 4.9.4 3.644
0-].J
Plate ORsets jX Y1_1YEdae 0-1-81 f5:0-1-B,Edgel f6:0-i-8 0-0-01_[24;0-1-8,E�e1 125�0-L8 Edgel
--_ _. _ ___. . ._..—_ ._._—____ —
LOADING(psQ SPACING- 1-4-0 CSI. ''�, �EFL. in (loc) I/de� L/d I� PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 i Vert�lL) -022 25-27 >999 960 MT20 1691123
TCDL 25.0 Lumber DOL 1.00 BC 078 � VeA�TL) -0.59 25-27 >498 480 I M18SH5 1971144
BCLL 0.0 Rep Stress Incr YES We 079 Horz(TL) 0.07 20 nla n/a �
BWL 15.0 CotleIBC2012/TPI2007 (Ma�riz) _ ;i _ i Wei9ht1281b _ FT=O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF i650F 1.SE(Flal) TOP CHORD StrucWral wood sheathing tlirectly applied or 6-0-0 oc pudins, except
BOT CHORD 2a4 SPF 1650F 1 SE(Aal)'ExcepP end verticals.
21-26:2x4 SPF 2100F 1.SE(Aaq BOT CHORD Rigid ceiling diredly applied or 6-0-0 oc bracing.
WEBS 2x4 WW SNtl(Flal)'Excep�'
2-27,10-23,14-19,1222,12-20'.2x4 SPF 1650F 1.SE(flat)
REACTIONS. (Ib/size) 28=70890-4-4 (min.0-L8),20=2601/0-5-8 (min.0-1-12), 18=-189/0-5-8 (min.0-1-8)
Max Horz 28=-19(LC 4)
Max Uplifll8=-401(LC 8)
Max Grav28=�086(LC S),20=2601(LC 1),18=117�LC 9)
FORCES. Qb)-Maz.Comp./Max Ten.-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 23=-2735/0,3-4=-2735/0,4-5=-3583I0,5-6=-3583/0,6-7=3583/0,7-8=-2297/0,
8-9=-2297/0,9-10=-2297/0.10-11=0/779.11-12=0/779.12-13=0/3391.13-14=0/3391.
14-15=0I1039,15-16=0/1039
BOT CHORD 27-28=0I1588,26-27=0/3357,25-26=0/3357,24-25=�/3583,23-24=0/3113,22-23=0/962,
2b22=2050/0,20-21=-2050/0,19-20=-2128I0, 1&29=-503/78.18-29=-503/78
WEBS 2-28=-1854/q 2-27=0/1347.4-27=430/0.4-25=-13/470.L24=0/718.7-23=-967/0.
10-23=0/1576,10-22=1989/0,14-20=-1755/0,14-19=0/1335,1649=740/0.
12-22=0/1830.12-20=-1946/0,16-18=-49/668
NOTES-
i)Unbalanced floor live loads have been considered for�his design.
2)AIl plates are MT20 plates unless olherwise indicated.
3)Provide mechanical connection(by o�hers)of lruss to bearing plate capable of withs[anding 1001b uplift aljoint(s)excep�Q�=1b)18=40t. PD Q LIC,
4)This�russ is designed in accordance with the 2012 International Building Code section 2306.1 and referenced stantlard ANSI/TPI L �Q� F2s
•��...
5)This�mss has been designed for a total drag load of i601b.Lumber DOL=(1.33)Plale grip DOL=(1.33) Connec��mss b resist drag ��' �'•�PU� �� F
loads along bo�lom chord from 32-0-4 to 33-0-0 for 163 4 plf. V Q�P R/G�•�
6)Recommend 2x6 sUOngbacks,on edge,spaced a�10-0-0 oc and fastened�o each Iruss with 3-10d(0.131"X 3")nails. S�rongbacks lo
be attached lo walls at�heir outer ends or restrained by other means. .Q . ��
7)CAUTION,Do not erec��russ backwards. 4[�fj(�(}D'.
i i
LOAD CASE�S) Standard .p i
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lobrico�ion.qoallryconlml,sbmge.dellvery.ereclionantlbmting.mnsul� ANSIpPI14�aIINCritetlo.D5E�89andBCSIBOIItlIngCOmponenl ))))Green�aIXLane �
SafeN���e�maXOn availoble from Imss Plate Inslllule.]81 N.Lee S�reef.S�file 912.Alexantltla.VA 22914. Sw�e 1�9
" _ __ - _ — � S.Heigh6.CA95G10
Jab ITmss � TmssType pty ply� uon'sR�ageie�DGJlznaFioor
�0302045A F03 FLOOR 5� �- � � R445J483�
- � . Job Refereny o tional
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ID:6H9acMlfirAeBLH n043dabjzXm00-JYbTgETjPnMFcAPAgvnMTRSiZOGVQEdZyeFluzElbr
2_S a
� � � � i 1��. t.q�
Scale=1'A2 8
3x6 I'
3x6 FP=
3x4 II Ox10 - 1x4 II fix6 = 3x6 II Cx6 li 9x6 P 6x8= 3x4 il Sx6 = 3xJ II
1 2 3 45 6 ] B 9 10 11 12 13 14
� � � . . --�. - •o
103-0 � - - -�� - -
23 .. _ . . 22 � � � � 21I 20 19 18 1I i6 24 � 15 0
3xG =
4xfi = Sx10 M1BSH5 = Sx6 1 6x6 II 3x8 M18SH5 W= 3x4 = Sxe = Ox6 =
6x8 = 3x4 =
tL58
�_ 5-YB � 10'].8 . Ig-��_I 16&8 _�I6.�-0 2J-6.B
S�LB S b 5-0�0 0���8 --{
0-03 ]-fl-e
_ _ - "- _ --_ . -
Plate Offsets fX Yl-- (1:Edoe 0-1-8],B_03-0.0-0-0]�15'I .Edge 0-1-61 f20'0-3-0 Edael f21:03-0 Edqe] -�
LOADING(psf) SPACING- 1-4-0 �CSI. DEFL. in Qoc) I/de0 L/d I VLA7ES GRIP
TCLL 40.0 Plale Grip DOL 1.00 TC 0.34 Vetl(LL) -023 18-20 >999 960 MT20 169/123
TCDL 25A WmberDOL 1.00 BC 0.54 VeM(iL) -0.5918-20 >493 480 M18SH5 169/723
BCLL 0.0 RepStresslncr YES . WB 0.92 HorzQL) 0.10 15 n/a n/a �
BCOL 15.0 CodeIBC2012/TPI2007 _i (Matrix) Weigh�:1261b_ FT=0%P,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.BE(Fla�)'ExcepP TOP CHORD SVuclural wood sheathing tlirec�ty applied or 6-0-0 oc purlins, except
4�12:2x4 SPF 1650F 1.5E(Flat) end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E(flat)'ExcepY BOT CHORD Rigid ceiling direc�ly applied or 10-0.0 oc bracing.
17-22 2x4 SPF i650F 1.SE(Fla�)
WEBS 2n4 WW Stutl(AaQ'ExcepC
2-22,11-18,13-16,1345:2x4 SPF 1650F 1.SE(Fla�)
REACTIONS. (Ib/size) 23=1296/0-5-8 (min.0-1-8),15=1296/0-4-4 (min.0-1-8)
Man Horz 23=19(LC 4)
FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3592/0,3-0=3585/0,4-5=3495/0,5-6=5472/0,6-7=-5472/0,7-8=-5472/0,
8-9=-5472/0.9-10=-0875/0.10-11=-4875/0,1142=-2164/0,12-13=-2162/0
BOT CHORD 22-23=0/1976.2b22=0/4656,20-21=0I5472, 19-20=�/5407.18-19=0/5407.1748=0/3711,
i6-17=0I3710,16-24=�11161, i5-24=0/1161
WEBS 7-21=379/0,2-23=2305I0,2-22=0/1866,5-22=1239/0,5-21=0/1063,9-20=-220/415,
9-18=-612/0,ii-18=017339,11-16=-1799/0,13-16=0/1478.13-15=-1677/0
NOTES-
1)Unbalanced floor live loads have been considered(or this design.
2)AIl pla�es are Mi20 plates unless o�herwise indicaled.
3)This Uuss is designed in accordance wi�h lhe 2012 International Building Code section 2306.1 and referenced standard AN51/TPI 1.
4)This Imss has been designed for a total drag load of 1601b.Lumber DOL=(133)Plale grip DOL=(1.33) Connect Uuss b resist drag
loatls along bottom chord(rom 23-642 to 24-6-8 for 163.5 plf.
5)Recommend 2x6 s�rongbacks,on etlge,spacetl at 10-0-0 oc antl fastened to each Vuss wilh 3-10d(0.131"X 3")nails. Strongbacks to oP p� �� F
be attachea lo walls at their outer ends or restrained by olher means P �' n'
�. �....•... v
LOADCASE(S) S�andard VO • QAU� •.`SF`
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R445JY0q0�
LW030-0SA F04 FLOOR I16 1 �
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ID:6H?acMl6�'AeBLHnD43tlQbjzXm00-Fxj�SwUnPCZrUZYnLZqZsy_CbxEuvTv1GlLMnzElbp
� _ 2.5_4_..� 1-��-8 � �'B"� �__1�@-��
Scale=1'.51.8
3x6 FP=
3x4 I� 4x6 = 2x4 �I 3x4 - 2x4 II 2x4 II 3x6 - 2x4 II 4x10 = 2x4 II Ox6 = 2x4 II 3xC = 3x4 il
1 2 3 4 5 6 ] 8 9 f0 fl 12 13 14 15
_ "_ _—. _ __ __. _ _— �
� �,__ 103-0 . _. ..
� � — . — .— _ _7 I _. _ �om'�
24 23 22 21 20 19 18 1] 25 16
3x6 = Ax8= 3x4 — 4x0 = Sxfi FP- 4x10 = Px8 = 5x6 = 3x6 =
I _ 2140-0 .. . _
21 10-0
4__._ __ 21.6-0 ... . 2L�0_. . 303.0
zt�sr a22 �� eao
o i-o
_ ____._ ___ - . _ _
Plale OHsets fX YI-- f1:Edae 04-Bj,.[5'0-1-8 Edael I6'.0-1-8 0-0-Oj,j21'0�1-8 Eduel f22:0-1-8 Edqel_ . . _..
LOADING(psQ SPACING� 1-4-0 � CSI. DEFL. in Qoc) I/dell L/d I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 ,. TC 0.58 Vert(LL) -0.19 22-23 >999 960 'i MT20 169/123
TCDL 25.0 Lumber DOL 1.00 �. BC 0.55 Vert(TL) -0.52 22-23 >492 480
BCLL 0.0 Rep Stress Incr YES i WB 0.87 Horz�TL) 0.05 18 nla n/a
BCDL 15A CodeIBC2012/TPI200� (Matrix) Weight:1151b FT=O%F,0%E
__ _.- __ .. _ _ — _ _ . . __ . .. . . _ ___
LUMBER- BRACING-
TOP CHORD 2x4 SPF 1650F 1.SE(Flal) TOP CHORD SVuc�urol wood shea�hing direcfly applied or 6-0-0 oc pudins, ezcept
BOT CHORD 2x4 SPF 2100F 1BE(Flat) end vedicals.
WEBS 2x4 W W S�ud(fla�)'ExcepP BOT CHORD Rigid ceiling direclly applied or fi-0-0 oc bracing.
9-19'2x4 SPF 1650F 1.SE(Flat)
REACTIONS. (Ib/size) 24=968/0-4-4 (min.0-1-8),16=19/0-4-0 (min.0-1-8),18=2205/0.5-8 (min.04-8)
Max Horz 24=19(LC 5)
Maz UpIiN 16=-194(LC 8)
Max Grav 24=973(LC 8�,16=221(LC 9),18=2205�LC 1)
FORCES. pb)-Max.Comp.IMax.Tea-All(orces 250(Ib)or less excep�when shown.
TOP CHORD 23=-2368/0,3-0=2368/0,4-5=-2804I0,5-6=-2804/0,6-7=2804/0,7-8=-1103/0,
8-9=-1103/0.9-10=0/2347,10-11=0/2347,11-t2=02347.12-13=0/1042,13-14=0/1042
BOT CHORD 23-24=0/1407,22-23=0/280$2L22=0/2804,20-21=0/2103,19-20=0/2103,18-19=485/0,
77-18=-1645/0,V-25=-048/170.i6-25=-448/170
WEBS 2-24=-1642/Q 2-23=0I1130,4-23=-517/0.9-18=-2188/0,9-19=011793,7-19=-1186/0,
7-21=0/899,14-16=-177/523.14-17=-697/0,12-17=0/967, 12-18=-1138/0.6-21=-295/0
NOTES-
i)Unbalanced Floor live loads have been considered for�his design.
2)Provide mechanical connec�ion(by others)of Uuss b bearing plate capable o(withstanding 100 Ib uplift a�joint(s)except Qt=1b)16=194.
3)This lruss is designetl in accordance wilh�he 2�121nternational euiltling Code sec�ion 2306.1 and referenced s[andard ANSIITPI 1.
4)This lruss has been designetl for a to�al drag load of i601b.Lumber DOL=(133)Pla�e grip DOL=(1.33) Connect�mss to resis�drag
loads along bottom chord from 29-2-0 to 30-2-0 for 163.5 plf.
5)Recommend 2x6 strongbacks,on edge,spaced a�10-0-0 oc and(aslened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to pp 0 LI�[�
be attached to walls at iheir outer ends or restrained by o�her means. P C'
6)CAUTION,Do no�erect truss backwards ���0 � �••U�'q:LSF�
LOADCASE(S) Standard tQ��PA �G�S
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_ . __ CiVUSHeighLV.CA55fi]l�
rJOb �uss Truss T e - -
" Y7 � Qly ply�Ritlge/9lDG3I4ntlFlOOr
IW020d5A IFOS ROOR R44532691�
` . ... �_ 12 1
Job Reference o lion I�_
Alpineirvss, Monlrose.CO-81401 >.6POSMar2]1015MiteklnJUSlnes,IncTM1UMay2t08:E]322015Faqa1
IO:6H?acMl6c4eeLHnD43tlabjzXm00-Fxj�SwUzvPCZrUZVnLZqZsy6Pb01u3HNG7LMnzElbp
F_ 1-8q4 . _ _ 1-4.p � F.. 1-8-12_ , _ 1-8-02 _ .
Scale=1:1].0
3x4 '� 3x4 �� pxp II 3x4 = 3x4 II
1 2 g Q2x4 II 5
6
� _ � — __
_ _ �T� _ p _ _- ,
"11 4
' I R
� — ��_ b _
p 9 8 3x4 =
11
3x4
3x6 =
3x6 =
_ 9.0-0
. __ _._ _ — __
9-0-0 . _ _ _-—_ . _ ___ I
Pla�e OHSeIS_(X,YI-- f1:Edge 0-1-81,[3;0-1-8 Edge],_4:0-1-8 0-0-01 f8:0-1-B,Ed e 9:04-8 Edoe] � - - �
LOADING(psfj� SPACING- 1-40 ��CSI. � � DEFL. in (loc) I/de� L/d� PLATES � �RIP
TCLL 40.0 I Plate Grip DOL 1.00 I TC 0.12 Vetl(LL) -0.03 7-8 >999 960 MT20 1691123
TCDL 25.0 Lumber DOL 1.00 BC 023 I Vert�TL) -0.08 940 >999 qg0
BCLL 0.0 Rep Siress Incr YES � WB 025 Horz(TL) 0.01 7 n/a n/a
BCDL _ 15.� Code IBC2012RP12007 1 (Mahix) � _ � WeighL 3816 Fi=0%F,0%E
LUMBER- eRACING�
TOP CHORD 2x4 SPF 1650F t5E�0at) TOP CHORD Struclural wood sheathing direqly applied or 6-0-0 oc pudins, except
BOT CHORD 2z4 SPF 1650F 1.SE(Ilat) end vetlicals.
WEBS 2x4 W W Stud(Flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 10=468/0-5-8 (min.0-1-8),7=468/0-5-8 (min.0-1-8)
Max Horz 10=-i 6(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-669/0,3-4=-669/0,45=669/0
80T CHORD 9-70=0/450,8-9=0/669,e-11=0/470,7-11=0/470
WEBS 210=584/q 2-9=01323,5-7=-583/0,58=0/325
NOTES�
1)Unbalanced floor live loads have been considered!or Ihis design.
2)This�mss is designed in accordance with�he 20121Nernational Building Cotle section 2306.1 and referenced standard ANSI/TPI 1.
3)This tmss has been designed for a lo�al drag load oF 1601b.Wmber DOL=(1.33)Plate grip DOL=(1.33) Connect�mss�o resist drag
loads along bottom chord fmm 8-0-8 to 9-0-4 tor 1635 plf.
4)Recommend 2x6 s�rongbacks,on edge,spaced at 10-0-0 oc and fastened�o each Vuss with 3-10d(0.137"X 3")nails. Slrongbacks[o
be a��achetl to walls al their outer ends or res�rained by o�her means.
LOAD CASE(S) S�andard
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�- --------- -----------�
��w I APPROVED DISAPPROVED �
�� APPROVED AS NOTED
� Resubmission nol re uired NOTED-no action required I
� REVISE AND RESUBMIT (Check mark indicales action taken) �
Mi Te k 0. �ppproval Is only for conTormance with lhe design concept of the Project j
�an comp iance wR e ii�l�"�n ormafion grven in E� on�ac ocumen s. �
�Contractor is responsible forall dimensions,quantities,and performance � MiTek USA, InC.
�requirements to be confirmed and correlated at the job site;tor all � �777 Greenback Lane
�mformatfon that pertains solely to the fabrication processes or to � Suite 109
lechniques of constmction;for all coordination of lhe work of all lredes; Citrus Heights,CA,95610
_ i and for assuring consistency wilh the Controct Documents. � Telephone 9161676-1900
Re: 03020-15 I � Fax9161676-1909
`Approval of drawings or items does not relieve lhe Conlractor of the '
Lion's Ridge S�D@��iQy[g��{p�y+ng with all requiremenls of the Contract
�Documents �
I i
j oate: 05/29/2015 �
�r�o�e��No: 14Lion-00-01 By. �� �
� Gorman & Com an Inc. ___�
n__ _ --��=
The truss drawing(s) referenced below have been prepared by MiTek[ndustries, Inc.under my direct supervision
based ov the parameters provided by Alpine Truss-Montrose, CO.
Pages or sheets covered by this seal: R44532832 thru R44532836
My license renewal datc for the state of Colorado is October 31, 2015.
Lumber design values are in acwrdance with ANSI/TPI 1 section 63
These tniss designs rely on lumber values established by others.
MARTIN/MARTIN, INC.
REVIEWED FOR DESIGN LOADS ONLY AS
THEY AFFECT THE PRIMARY STRUCTURE.
NOT RESPONSIBLE FOR DESIGN,
DIMENSIONS OR QUANTITIES OF MATERIAL
REVIEWED
Date Received: 05/26/2015
Reviewer.SJM
Date Returned: 05/28/2015
��,pDO LI�F2s Notes:
�o;:•QA�L R•..6'0 1 . Truss supplier is responsible for all
:�� �L�p: temporary and permanent bridging and
:� PE44594'� bracing of the trusses and truss
; ; connections.
'O � ��,�" 2. GC note strongback recommendations
90'•.
�` '•.., „ .••''���`' provided by truss supplier.
S �
�----�
May 21,2015
Reivera, Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular buildi�g is the
responsibility of the building designer, per ANSI/TPI l.
_
Jab e.COTruss TmssType � p�y p�y lon'sRlaqe/eLDG3ItsiFlOOr �
0302045 IF01 F�OOR
iY0 ..�� R�05J4B3�
.. . JobRefPrgn4elo �ional _
NpineTruss, Mont s -81<01 >.630sMar2)2015M'Teklnaoslnes.Inc. TM1UMay2108d@592015Pagel
ID:6H?QCMIfir teBLHnD43tl�bjzkm00-�VqXG3CXMKiEbylBx?2RlOVfigKin?WAXk83e3aEIcA
_- _ 2_5�a �"�_�
scale=13].1
2xa II
3x4 il Gx8 = 2x4 II 3x4 = 2x4 II 2x4 II 3x4 = 3x6 FP= Ox8= 3x4 li
1 2 g 4 5 6 J 8 9 10 11
� - . .__ - . . __
— _ _ o
�
� _ _ �m
io-a-o_ � � io-s-o
8 ..�_ P i6 1$ 14 . . .. 13 . . 19 12
3x8 = 3x8MiBSHSfP = 9x4 = 3x4 = 4x8 = 3x8 =
Ox8 =
1b]o
�- — _.. 10.t.0 _ 1iQ1LQ� I _ _ ifi.].� _ _ _ I_ �Lflb
— _ �434 _� _ 0-8.0 0-80 _ . 5-00 S.LB - � --�
PlateOflsetsIXY)-.[1;Edqe0-1-81 f5'0-1-8Edael f6D-1-8,0-0-01 f14:0-1-B,Edoel f15:0-1-B,Edael � �� ��- —
�� � �- . . _ .. __ . _
LOA�ING(psfj SPACING- L4-0 I CSI. I DEFL. in Qoc) I/de9 � Lld PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0,35 � Vert(LL) -0.19 15 >999 960 T MT20 169/123
TWL 25.0 LumberDOL 1.00 BC 0.81 Veh(TL) -0.5113-14 >509 480 MiBSHS 797/144
BCLL OA � RepStresslncr VES WB 0J9 Horz(TL) 0.70 12 n/a nla
BWL 15.0 � CodeIeC2012/TPI2007 (MaUix) Weigh�:841b FT=O%F,0%E
LUMBER- � � . .. ��� ��— BRACING � � � �� � � �
TOP CHORD 2x4 SPF 1650F LSE(Fla�)'Except' TOP CHORD Simc�ural wood sheathing Oirec�ly applied or 6-0-0 oc pudins, excepl
1-8:2x4 SPF 2100F i.BE(Fla�) end vehicals.
BOT CHORD 2x4 SPF 1650F 1.SE(Flat)'EzcepP BOi CHORD Rigid ceiling directly applied or 10-D-0 oc bracing.
12-i6:2x4 SPF 2100F i.eE(Flat)
WEBS 2x4 WW Stud(�at)'EacepP
2-17,10-13:2x4 SPF 1650F 15E(11aQ
REACTIONS. (Ib/size) 18=1144/0-4-4 (min.0-1-8),12=1744/0-0-4 (min.0-1-8)
Max Horz 18=-19(LC 6)
FORCES. Qb)-Maz.Comp.IMax.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-2928/0,3-4=-2928/0,4-5=-3992/0,5-6=-3992/0,6-7=3992/0,7-8=-2926/0,
8-9=-2926I0.9-10=-2926/0
BOT CHORD 17-18=0/1684,i6-17=0/3644,15-16=0/3644,14-15=0/3992,13-14=0/3645,13-19=0/1685,
12-19=0/1685
WEBS 2-18=1965I0,2-17=0I7461,4-17=-842/0,4-15=0/603,10-12=-1967/0,10-13=0/1458,
7-13=-844/0,7-14=0/603
NOTES-
1�Unbalanced Floor live loads have been considered for lhis design.
2)All plales are M720 pla�es unless otherv�ise indica�ed.
3)This huss is designed in accordance wi�h the 2012 Intemational Building Code sec�ion 2306.7 and referenced standard ANSIITPI i.
4)This Uuss has been designed for a�otal drag load of 16016.Lumber�OL=(1.33)Plate grip DOL=(1.33) Connec��mss to resist drag
loads along bot�om chord lrom 20-8-12�0 21-8-8 For 163 4 plf.
5)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each�mss wi�h 3-10d(0.131"X 3")nails. SUOngbacks to ��, D 0 U F
be attachetl to walls at�heir outer ends or res�rainetl by olher means. P C p,
� •��•••••��•�V(r
LOADCASE(S) Standard VO.: QAU� ♦ tC
� `� 9/G�O
:e �p;
,,,� 44594'�
: .'�
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'�F '•••.....••'����
SS�ONAL EN�'
May 21,201
I QW�ARN�INtlto seo ly9"II�Mi k eRO ONO�TES�ONT�HI�S�A�N�MCL�UDE�OM�ITE�KFEFEFANCEP�AGEMII1Id 'tl �Ip61�O1�5BEFOREUSE. '�
Appl tilfy ttl 'g poo � tlp pe copool f po enl p b'I'�yofb Ip gtl fg 11 (lesg Boc g M1awn �� .
'¢lo loteals.pp hol-d"d al eb b ly_Atldto olt p rybac gt � es� bl'�ytl ' qco t ct ' �le espo 'tiillyoilne �����
re � Htld'�o Ip �b ' gofiM1e . II �o � e'slM1e pon bl�yofiM1ab Iltl Btl -gnecFOrg emiqodoncer god g �
lab t ,q o ty ro �ol. I g ,d I ry.e ecfo ond b � g.co iNt AN51/iPll Qoallly Ctlt rla,DSB�B9 tl ECSI Bvlltling C p nent ]])P Graenback lane
SaleN�niormanon a alable I�Om iroSS Plale Ins(�ute.I81 N_LBB SheeL Suil¢31 Y.Alexandi a,VA 2231 d_ 8Vi1¢109
- . -. -- . - -� .__... .. CiNUHei9h6.CA.956ID .
'�JOb �iTlu55 TfIl55TypE �i� Lion' Ritlge/BL�G3I1sIFloor
f R4453283�
03020-05 'Po2 FLOOR 4) I
_ . _. _ . Jab R ference(oplionall
AlpineTrvss. Mon�rose.W-81d01- I620sMar4]2015MITeklntluslnes.Inc. TM1UMay21084]:002015Page1
ID�.fiH?�cM I6rAe8LHnD03d�bjzXm00-oiOvTPDA]eq5C6iKVjaggD i B3kNSkzGgzroBC3zHC9
� �-SA I :���"e�l F�5"Z I 1-5-2 , F����� ���
Scale=L56]
4xC =
Jx4 II 4x6 = 1xC II 3xA = 2xJ II 2xC "� 3x6 FP-2x4 II qxg = 2x9 II Sx8 = 2x4 II 0x6 - 2xA I�. 4x4 - 9x0 �I
1 2 3 4 5 6 ] 8 9 10 11 12 13 14 15 i6 1]
� __
I 10-3-0 . __ _� � �
28 2] 26 25 24 23 22 21 20 19 29 18
3xB = 3x8 M185M5 FP = 3x4 = 3x4 = Gx10 = 6x8= 4x8 = Jx8 = 3x6 =
2d-A-0 _
— _ _ —
_.�____ . . ._ . .. �EFP�
H 58
5-0�8 10-3�0 1 10 24-6�0 2E 0 . _19�5�4. ..__� 310�0
� _
_�
5-1-8 5�L8 -]- 1d�0�e 0��0 <9J J 6-12
0.]-0
Plate OHsels IX Y� f1�Edae 0-1-81 f5:0-1-8 Edye],[6_0-1-8 0-0-01 f24:0-1-8 Edoel f25:0-1-8 Edoel
LOADING(psQ SPACING- 1-4-0 CSI. DEFL. in Qoc) I/de9 L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 076 Vert(LL) -022 25-27 >999 960 MT20 169/123
TCDL 25.0 Lumber DOL 1.00 BC 0.78 i Vert(7L) -0.59 25-27 >498 480 M18SHS 197/144
BCLL 0.0 Rep Stress Incr YES WB 0J9 '� Hoa(TL) 0.07 20 nla n/a
BCOL 15,0 Co4eIBC2012/TPI2007 (Malrix) i Weight:1281b FT=O%F,0%E
. . __ - . _—__—___ —_ _. . _..— . .
LUMBER- BRACING-
TOP CHORD 2z4 SPF i650F 1.SE(Flat) TOP CHORD SlmcWral wooa sheathing direc�y applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF 1650F 1SE(Aap'ExcepC end verticals.
21-26:2x4 SPF 2100F 1.BE((la�) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 VJVJ Slud(flaq'EzcepC
2-27,10-23,14-19,12-22,12-20:2x4 SPF 1650F 1.5E(9a1)
REACTIONS. Qb/size) 28=1082/0-0-0 (min.0-1-8),20=2601/0-5-e (min.0-1-12),18=-189/0-5-8 (min.0-1-8)
Max Horz 28=-19(LC 4)
Max Uplift 18=-401(LC 8)
Maz Grev28=1086(LC B),20=2601(LC 1),18=117(LC 9)
FORCES. (Ih)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 2-3=-2735/0,3-4=2735/0,4-5=3583/0,5-6=-3583/0,6-7=3583/0,7-8=-2297/0,
8-9=2297/0.9-10=2297I0.10-11=0/779.11-12=0/779.12-13=0/3391.13-14=0/3391.
14-15=0/1039,15-16=0/1039
BOT CHORD 27-28=0/1588,26-27=0/3357,25-26=0/3357,24-25=0/3583,2&24=0/3113,22-23=0/962,
21-22=2050/0.20-21=-2050/0.19-20=-2128/0.19-29=-503/78, 18-29=-503I78
WEBS 2-26=1854/q 2-21=0/1347.4-27=-730/0.425=-13/470,7-24=0/718.7-23=-967/0,
10-23=0/1576,10-22=-1989/0,14-20=-1755/0,14-19=0/1335,16-19=-740/0,
12-22=0/1830,12-20=-1946/O,tfi-te=-49/668
NOTES-
1)Unbalanced floor live loads have been considered for Ihis design.
2)AIl plates are MT20 plales unless olherwise intlicaled.
3)Provide mechanical connection(by o�hers)of Iruss�o bearing pla�e capable of wi�hs�antling 10016 uplift aljoinqs)excepl Q�=1b)18=40L D O LI
4)This Iruss is designed in accortlance with the 2012 Interna�ional euilding Code section 2306.1 and referenced slantlard ANSI/TPI 1. OPP` CF�j
5)This Imss has been designed tor a total tlrag load of i601b.W mber DOL=(1.33)Plate 9rip DOL=(1.33) Connect truss to resist drag �� �.•'AUi'•.� lS�(.
loads along bottom chord from 32-0-4 to 33-0-0 for 163.4 plf. V.��Q R/G�•�
6)Recommentl 2x6 sirongbacks,on ed9e,spaced at 10-0-0 oc and(aslened to each�russ wiN 3-10d(0.131"X 3")nails. SVOngbacks to
be a�lached�o walls a�their outer ends or res[rained by other means. p�
7)CAUTION,Do noterec[truss backwards. �� 44594 D'
LOAD CASE�$) Standard �
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May 21,201
�WARNING-Verlly tlesign paramelers entl REAO NOTES ONTHIS AND INCl1/OEO MITEK REFEFANCE PAGE MII-0413 iev.OL1N1015 BEFORE USE. I 1
�esg ol'tlb seonly ❑ MT k r 1 .�M1Sdesg sbasetlonlyupo p a ele sho a tll� ind tl IbUld gco po e 1. ��Y�
Appl tilly Itleslgnp � a tlpope ' wp tonofcomponerl' espo sb'I�yolb Id gtl g - ot�osidesg r.B c 9 hown
Isfolol I ppotlol tl' �tlVal eb b Iy.AtlQtono��¢rt'poraryb � g� - reslbRyd -gconl f - �I p itill�yof�M1e
ere<tor. Atld't'onalpernone��bracngoffheoem119mcWre�s�heresponsbTlyof�pabultlingtlefgner_FOrgenamlgutlantere9ordng ���Q� i
tabiico�ion.qoallry conlml.s�orage.tlelivery.erection ontl bmcing.consWf qNSlpPll avoliry C�Iferla.DSB-B9 and BCSIBOI�ding Camponenl ]>)�Greenback Lane
Salery lnbrmaMOn available Uom imss Plate InstlNfe,IaI N.tee Sheet.SNta 312 Hlevanana,VA 1231 A. BNte 109 �
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' 254 —._i F12_g� ; tv4'� 1-0-4. I
Scale=1:42.8
3x6 II
3x6 FP=
3x4 II 4x10 = 2x4 II 6x6 = 3x6 h Ax6 II 9x6 II 6x8= 3xJ II 5x6= 3x4 II
1 2 3 4 5 6 ] B 9 10 11 12 13 14
� - _ �, -- m�m
'-,�,� —� - �
23 22 21 20 19 18 3x4 — 1] ifi 24 15
Ax6 = Sx10 M18SHS = Sx6 I I 4xfi �I 3x8 M18SHS FP= ]x4 = Sx8 = 4z6=
6x8 = 3xA =
tFSB
i 5 1 B __�_ __ 10-b0 1 10 1F5-8 �I6�TO 24-6.8
54-0 5-LB -IE � 5.0.0 - 0�1� � - -�
e ]-tY8
0-]A
PlateOHSets(XY)-- f1:Edoe0-1-8�,�8:0-3-0.0-0-OI,jiS:Edoe04-81 f20'0-3-O,Edae1.121:03-OEdael - - �
—'�__ ` _. . _ _ . -i._ _
LOADING(ps� � SPACING- 1-4-0 CSL I �EFL, in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 � Plate Grip DOL 1.00 TC 0,34 I Ver�(LL) -023 18-20 >999 960 MT20 169/123
TCDL 25.0 LumberDOL 1.00 BC 0.54 Vetl(iL) -0.5918-20 >493 480 M18SHS 169/123
BCLL 0.0 RepStresslncr YES WB 0.92 Horz(7L) 0.10 15 n/a nla
BC�L 15.0 . Code IBC2012liP12007 . (Malrix) �_ �. W¢ighL 1261b FT=O%F,0%E
Ll1MBER- BRACING� � �
TOP CHORD 2x4 SPF 2100F 1.8E(flat)'EacepP TOP CHORD S�mcWral wood shealhing directly applied or 6-0-0 oc purlins, except
4-12:2x4 SPF i650F 1.SE(Flat) end verticals.
BOT CHORD 2x4 SPF 2100F 1.SE(Oat)'ExcepP BOi CHORD Rigid ceilinq directly applied or 10-0-0 oc brecing.
17-22:2x4 SPF i650F 1.SE(Flat)
WEBS 2x4 WW SWd(Affi�'ExcepC
2-22,11-18,13-16,13-15:2x4 SPF 1650F 1.SE�Oat)
REACTIONS. (Ib/size) 23=1296/0-5-8 (min.0-1-8),15=1296/0-4-4 (min.0-1-8)
Max Horz 23=-19(LC 4)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3592/0,3-0=-3585/0,4-5=J495/0,5-6=-5472/0,6-7=5472/0,7-8=-5472/0,
e-9=-5472/0.9-10=-0875/0,10-11=-4675/0.11-12=2164/0, 12-13=-2162/0
BOi CHORD 22-23=0/1976,2L22=0/4656,20-27=0/5472,1&20=0/5407,18-19=0/5407,17-18=0/3711,
i6-17=0/3710,i6-24=0/1161,15-24=0/1161
WEBS 7-21=-379/0,2-23=2305IQ 2-22=0I1866,5-22=-1239/Q 5-21=0/1063,9-20=-220/415,
9-18=-612/0.11-18=0/1339,it-16=-1799/0,13-16=0/1478.13-15=-1677/0
NOTES-
1)Unbalanced�oor live loads have been considered for Ihis design.
2)All pla�es are MT20 plates unless olherwise indicated.
3)This Iruss is designed in acwrdance with ihe 2012 In�ernational 8uiltling Code section 2306.1 and referenced slandard ANSI/TPI 1.
4)This Uuss has been designed for a total drag load of i601b.W mber DOL=(1.33)Pla�e grip DOL=(1.33) Connect lruss�o resist drag
loads along bottom chord from 23-6-12 b 24-6-8 for 163.5 plt.
5)Recommend 2x6 strangbacks,on edge,spacetl at 10-0-0 oc and fastened to each�mss with 3-1�d(0.131"X 3")nails. Strongbacks to o� D 0 U F2
be anached to walls at�heir outer ends or resUained by other means. P C
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LOADCASE(S) Standard O�Q�PA�� RiL��O
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'� QWARNING-VerilytleslB�PaiemetersantlRfADNOTESONTHISANDMCLUDEDMI�ERREFERANCEPAGEMIIdI)Jrev.OLiNtOfSBEPoREUSE. ��
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recl _�tldtonalpa aenlbrocng ��I eallit�ct - �p ponSb'I'tyoitFeboldirgdes'ge.Frga algu'laicereg p g M��ek '
lobi col o .q liry m � I,i�oroge.deli ery.e ec(on ond b oc g. nsol� ANSI/IPII qoalih«�erla D50-B9 and BC51 BNItl ng Companenl ]]]]Greenback Lane
Sa�e1y InlormoMOn ovrnlable from Imsz Plo�e InitlNte.J81 N.Lee S�mal.Soi!e d12 Alexantltla.VA 2431 d. Suila 109 �
� - - � - - - ---_. ...___CiWSHeigM1IS.G95fi10 I
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R44534935
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ID:6H?�cMI6c4e8LHnDA3dQbI�m00-IH325aG2PZCg3ZcvAr]NHSik?xSOxJm6fp1 rCOZElc6
_ 2-5.4 , F1_2-8 ,. � 1.8-0. .� LB"�
Scela=1:51.8
3x6 FP=
3xJ I 4x6 = 2x4 I� 3x4 = 2x4 II 2x4 II 3x6 = 2x4 V. 4x10 = 2xG 'I <x6 - 2x4 il 3x4= 3x4 b,
1 2 3 0 5 6 ] 8 9 10 11 12 13 14 15
�� _
�: . .-.r .___ .. _-- _ _" "_ _ . __ f
� _ -- � �
103 0_
r
24 23 22 21 20 19 18 1] 25 16
3x6 = 4x8 = 3x4 = Ax4 = 3x6 W= 4x10 = 4x8 = Sx6 = 3x6 =
..._ 2140-0 _ __._"_
�._- I
21-10 0
„__._ . _. 116-0 _._ _ _ 21 0 . ]�.3a
21 6-0 0.. 2. . ... 8 4 0 �
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Plate Offsels(X Y1-- 11:Edoe 0-7-81 (5:0-1-8 Edoel 6'� .0-1-8p=0-Oy.j21'0-1-8 Edoel f22:0-1-8 Edoel
LOADING(psn 'I SPACING- 1-4-0 CSI. DEFL. in Qoc) I/defl L/d PLATES GRIP
TCLL 40.0 Plale Grip DOL 1.00 TC 0,58 Vert�LL) -0.19 22-23 >999 960� 169/123
TCDL 25.0 LumberDOL 1.00 BC 0.55 Vert(TL) -0.5222-23 >492 480
BCLL 0.0 Rep Siress Incr YES WB 0.87 �� Horz(TL) 0.05 18 n/a n/a
BC�L 15D CodeIBC2012/TPI2007 (Matrix) 'I Weight:i151b FT=O%F,0%E
__. _____ _._ . . ._- _ - _ . .__ - _ _ . ____. _. . _
LUMBER- BRACING�
TOP CHORD 2x4 SPF 1650F 1.SE(OaQ TOP CHORD SlmcWral wood shealhing direc�ly applietl or 6-0-0 oc pudins, excep�
BOT CHORD 2x4 SPF 2100F 1.8E(flat) entl vedicals.
WEBS 2x4 W W SWd(flat)'Excep�' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin9.
9-19'2x4 SPF 1650F 1.5E(Oat)
REACTIONS. (Ib/size) 24=968/0-4-0 �min.0-1-8),16=19/0-4-0 (min.0-1-8), 18=2205I0-5-8 (min.0-1-8)
Max Horz 24=79(LC 5)
Max UpIiN16=-194(LC 8)
Max Grav24=973(LC 8),18=221(LC 9),18=2205(LC 1)
FORCES. pb)-Max.Comp.IMaz.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 23=2368/0,3-4=-2368/0,4-5=280410,5-6=2804/0,6-7=-2804/0,7-8=1103/0,
8-9=-1103/0.9-10=0/2347.10-11=0/2347.11-12=012347,12-13=0/1042,13-14=0/1042
80T CHORD 23-24=0/1407,22-23=0/280$2L22=0/2804.20-21=0/2103.19-20=0/2103.1849=-085/0.
17-18=-1645/0.17-25=-448/170,16-25=-448/170
WEBS 2-24=-1642/0.2-23=0/1130,4-23=517/0,9-18=-2188/0.9-19=0I1793,7-19=-1186/0,
7-21=0/899.14-16=-1771523,14-17=-697/0.12-17-0/967.12-18=-1138/0.6-21=-295/0
NOTES-
i)Unbalanced Ooor live loads have been considered for lhis design.
2)Provide mechanical connection(by o�hers)of lmss�o bearing plale capable of wi�hs�anding 1001b upliFt atjoinl(s)excepl Ql=1b)16=194.
3)This tmss is designed in accordance with ihe 2012 Interna�ional Building Code sec�ion 2306.1 and referenced slandard ANSIITPI 1.
4)This(mss has been designed for a b�al dreg load of i601b.W mber DOL=(133)Plate grip DOL=(1.33) Connec�Imss�o resist drag
loads along bottom chord from 29-2-0 l0 30-2-0 for 163.5 plf.
5)Rewmmentl 2x6 sUOngbacks,on edge,spaced at 70-0-0 oc and fastened�o each�mss wilh 3-10d(0.131"X 3")nails. S(rongbacks to on pD 0 Ll� 2
be attached to walls at Iheir outer ends or resirained by other means. `` F
6)CAUTION,DOnoterectimssbackwards. V�� ••PP�� q' SF�
.
LOAD CASE(S) Standard �Q.� /L�•
:Q S1i
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; : �
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May21,201
QWARNING V 1/ytlesrgnparamefersa tlREADNOTE50N�HlSANOMCLUDEDMITEKNEFERANLEPAGEMII-00)J OLiN3015HEFOREUSE. ',
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03�20-05 IF05 — IFLOOR �y � i
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ID:6H?ocM I6rAeeLH nD43dQbjzXm00-IH325oG2PZCg3ZwAr]N HslsCwYSnTafilpi rCOzE Ic6
� 1-8-04 -1 F -- 1-4-0 - -i �-1-B-02 . I � �-8-�z - .
Scale=1]].0
3x4 II 9x4 = 2x4 II 3x4 = 3x4 II
1 2 3 42x0 II 5 6
r— _ — _ — _ _ �
�� � m
i `
� — _ — � i
0 9 8 3x� = 11
-- - 3x4
3x6 - 3x6 =
9 0-0
9 0-0 - �
_ . - _
Plate Offsets(X,Y)- [1:Edge,O 1_81 13:04-8 Edoel f4'0-1-8 0,0-0�,.[8:0-1-8 Edoel 19:0-1_B,Edqel
LOAOING(psQ SPACING- 1-4-0 CSI. DEFL. � in Qoc) IPoefl� Ud ' PLATES GRIP
TCLL 40.0 Plale Grip DOL 1.00 TC 0.12 Vert(LL) -0.03 7-8 >999 9fi0 MT20 169/123
TCDL 25.0 Lumber DOL 1.00 BC 0 23 � Vert(TL) -0.08 940 >999 480
BCLL 0.0 RepSiresslncr YES il WB 025 Horz(TL) 0.01 7 n/a n/a
BWL 15.0 CodeIBC2012/TPI2007 (Matrix) _ Weight:381b FT=O%F,0%E
.__- — _ ..._ ._- . _�__
LUMBER- BRACING-
TOP CHORD 2z4 SPF i650F 1.5E(Flat) TOP CHORD Stmc�ural wood shea�hing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF 1650F 1.5E(Flat) end verticals.
WEBS 2x4 W W SWd(flat) 80T CHORD Rigid ceiling tlirec�ty applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 10=468/0-5-8 (min.04-8),7=468I0-5-8 (min.0-1-8)
Max Horz 10=-i6(LC 4)
FORCES. pb)-Max.Comp.IMax.Ten.-All forces 25�(Ib)or less except when shown.
TOP CHORD 23=-669/0,3-4=-669/0,4-5=-669/0
BOT CHORD 9-10=0/450,8-9=0/669,8-11=0/470,7-11=0/470
WEeS 240=-584/q 29=01323,5-7=-583/0,5-8=0/325
NOTES�
1)Unbalancetl Floor live loads have been considered for Ihis tlesign.
2)This Uuss is designed in accortlance wi�h(he 2012 In�ernational Building Code section 2306.1 and referenced s�antlartl ANSI/TPI L �
3)This�mss has been designed for a�otal drag loatl of 1601b.Wmber DOL=(1.33)Plate grip DOL=(1.33) Connect�mss�o resist drag
loads along bottom chord from 8-0-8 to 9-0-0 for 163.5 plf.
4)Recommend 2x6 sUOngbacks,on etlge,spaced a�10-0-0 oc and fastenetl to each tmss with 3-10d(0.131"X 3")nails. SUOngbacks to
be attached to walis a�Iheir ou�er ends or�es�rained by other means.
LOAD CASE�S) Standard
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���, I APPROVED DISAPPROVED I
�� APPROVED AS NOTED
� Resubmission not re uired NOTED-no action required I
� REVISE AND RESUBMIT (Check mark indicates action laken) �
MiTe k w �qpproval is only for conformance with the design concepl of the Project j
�API'9Z�d4RR6AP�TiillftP i rma�o g ven in e on rac oEu�i 5€Al§. �
�Contractor is responsible for all dimensions,quantities,and performance � MiTek USA, 111C.
irequirements to be tonfirmed and correlated at the job site;for all 7777 Greenback Lane
information thal peRains solely to the fabrication processes or to � Suite 109
techniques of construction;for all coordination oi the work of all trades; Citrus Heights,CA,95610
iand for assuring consistency with the Contract Documents. � Telephone 916/676-1900
Re: 03020-1 5�pPProval of drawfngs or items does not relieve the Contractor of the 1 Fax 916/676-1909
Lion's Ridge���P�fcomplying with all requiiements of the Contracl i
I Documents I
j oate: 05/29/2015 � 'y/���
jvrojectNo: 14L'lo�-00-01 ey; �" �
� Gorman & Com an , Inc. ___�;
ti— --��
--____---- ----
The huss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision
Uased on the parameters provided by Alpine Truss-Montrose, CO.
Pages or sheets covered by this seal: R44532842 thni R44532865
My license reuewal date for the state of Colorado is October 31, 2015.
Lumber design values are iu accordance with ANSI/TPI l sectiov 63
These tniss designs rely on lumber values established by others.
MARTIN/MARTIN, INC.
REVIEWED FOR DESIGN LOADS ONLY AS
THEY AFFECT THE PRIMARY STRUCTURE.
NOT RESPONSIBLE FOR DESIGN,
DIMENSIONS OR QUANTITIES OF MATERIAL
REVIEWED
Date Received: 05/26/2015
Reviewer:SJM
Date Returned: 05/28/2015
�pDO LICF2 Notes:
o�'�••''AUi''••.SFO 1 . Truss supplier is responsible for all
��e�P 9�L�9: temporary and permanent bridging and
�� PE44594D� bracing of the trusses and truss
; connections.
q�. �� 2. GC note strongback recommendations
°�°'•. •''��`` provided by truss supplier.
S �
r�-----�..
May 21,2015
Reivera, Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
h�uss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI I.
�JOb Tmss TmsSType � � - Q(y ply c�on'sRiage/BmgJlRaol
I09020-05B Iql COMMON �p � �
R6453284Y
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� . ]-9-I_. _I 15-0-14 � 18-3.5 �I_11�J_�5-11�
�"9"� Z3'� &2-] J-1-05 0-00
tOx10 J Scale=1:]].6
900�12 4
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12
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rvl
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I I
15 ifi �� » 18 10 9 19 g
4x8 V 2x0 II ex10 = 3x8 = 3x6 =
F . ]-9-] ._ � _ 15-0-14 18 3 5 21.11J
]-9-] ]-34 2l l 9�]-15 {
Pla�e Oflsets IX,Y)-- tf 0-4-14,0-1-71 f3:0-6-0 0-5-4],_4:0-5-12 0-5-0 5:0-5-0,0-7-8 6:0-2-12 0-3-4J,�10:0�4-0 0-4=_�_ � - - �-
TCADING(Ps�00A SPACING 2-0-0 TCSI. -�DEFL. in Qoc� I/defl L/d � PLATES GRIP
(Roof Snow=100.0) � Pla�e Grip DOL 1.00 TC 0.92 Vetl(LL) -0.07 1-11 >9g9 360 MT20 118/123
TCDL i5D LumberDOL 1.00 BC 0.45 Vert(TL) -0.11 1-11 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Hoa(TL) 0.03 B n/a n/a
BCDL _ 10A CodeIBC2012RP12007 I (Matria) _ Wintl(LL) 0.01 1-11 >999 240 _ I WeighL2901b FT=O%
LUMBER- BRACING �
TOP CHORD 2x6 SPF 2700F 1.8E'Excep�' TOP CHORD SUUCWraI wood sheathing directly applied or 4-10-5 oc putlins, excep�
4-7:1.SX9.5 Microllam LVL 2.OE TG,13:2x6 SPF 1650F 1.SE end verticals.
80T CHORD 2x6 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 2100F 1.8E'ExcepP WEBS 1 Rowat midpt 3-10,440,6-8,5-9
3-11:2x4 W W S�ud,440,5-9:2z6 SPF i650F 1.5E I ry�iTek recommends�ha�S�abilizers and required cross bracing �
6-8'.1.SX5.5 Microllam LVL 2AE TG be inslalled durin �mss ereclion,in accordance wi�h Stabilizer
OTHERS 2z10 DF No2 �. Installatiqn uide9_ __ J
LBR SCAB 54 2x10 DF No2 both sides - � - - --
SLIDER Lek 2x6 SPF 1650F 1.5E 4-i i-2
REACTIONS. Qb/size) 1=2455/0-5-8 (min.03-14),8=4000/0-5-8 (min.0-1-e)
Max Horz 1=281(LC 27)
Max Upliftl=-250�LC 28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD L2=-2981/384,2-3=-2481/353,3-0=4525/380,4-5=-1001/402,5-12=-1265/0,
1243=-1523/0,6-13=-1581/0,fi-14=0/1150,7-14=0/1043,6-8=3973/0
BOTCHORD 1-15=-343/1984.15-16=-223/1984.16-17=223/1984.11-17=-223/1984, 11-18=223/1984.
10-18=-223/1984,9-10=566/289
WEBS 3-11=0/346,3-10=-1557/64,4-10=637/0,6-9=1046/688,5-9=-534l1037,5-10=0/1608
NOTES�
1)Anached 10-0-0 scab 5 to 7,bolh face(s)2n10 DF No2 wi�h 2 mw(s)of 10d(0.131"x3")nails spaced 9"o.c.except'stading at 0-1-10
fmm end at joint 5,nail 3 row(s)at 4"o.c.for 2-0-0;slar�ing at 2-5-10 from end at join�5,nail 3 row(s)a�4"o.c.for 3-5-12.
2)Wind:ASCE 7-10;Vu1�=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsh BCDL=6.Opsf;h=25fl;Cat.II;Exp B;enclosetl;MWFRS o� D O Ll F2
(envelope);cantilever IeN and righl exposetl;end vetlical lefl and right exposed;Lumber DOL=1.33 pla�e grip DOL=1.33 P C
3)TCLL ASCE 7-10;Pf=100.0 ps((Oa�roof snow)�,Category II;Exp B;Padialty Ezp.',Ct=1.7 O�, �' �AUL���' sF
4)This buss has been designed for grea�er of min mof live load of 15.0 ps/or 2.00�imes Fla�roof load of 100.0 psf on overhangs V.Q�Q /�1�� Q
non-concurrent wi�h other live loads. � �p.
5)This Uuss has been designed for a 10.0 psf botlom chord live load nonconwrrenl wi�h any other live loatls. - �
6)'This imss has been designed for a live load of 20.Opsf on the bo�bm chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Wil� 44594 y:
ft behreen�he boltom chord and any other members,wilh BCDL=10.OpsC ��+
7)Bearing at joint(s)8 considers parellel to grain value using ANSI(TPI 1 angle to grain formula. Building designer shoultl verify capacity �
of bearing surtace. '� � Q
8)Provide mechanical connection(by others)of tmss to bearing plate capable oF wilhs�anding 100 Ib uplifl at joinqs)except Qt=1b)1=250. �O �� ��� ��
9 This Imss is desi netl in acwrdance wilh Ne 2012 Intemational Buildin Code section 2306.1 and referenced stantlard ANSI/TPI i. 'C ��•�.....M�
) 9 g
10)This Imss has been designed tor a�otal drag load o(2401b.Lumber�OL=(133)Pla�e grip DOI.=(1.33) Connect Imss to resist drag �SS�ONAL EN�'\
loads along bo�tom chord from 20-11-4 to 21-11-4,0-0-0�o 1-0-0 for 120.0 plf.
71)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/seleclion of such
mnneclion device(s)is ihe respansibility of others. Myv Z�,2��
�WAFNING V IyJ Ig p 1 e aREADNOTESONTHISAHOMCWDEOM?EKftEFERANCEPAGEMIIId)J OLINIOISBEFOREOSE I
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rslo I 1 I pp 1oi d�tl I� ab beso ly. Atldt olte p ryboc qt - eslotillyd ' gcoat t � �F 'po -till�y I�M1e
ereUO Atltli Ip o e Ib ' g i�p pll t ct iho esp til�yofiM1 b ltlingtlesg .forge ealg �tl ocerega�dig ���Qk
fob lo .yoll� � " g, II qNSIpPIIqoallfyCrlterlo.OSB-B9 tlBC51BOIId�ngCOmponenl �'� )]1)GreenbackLane
a t I, toag .tl I' ary tonondb nsu
SaleNlnlormoMOn ovol bl lronlossPl � IrsYWte.J81 N LoeSl etS 1e912AI tlna.VA2231d_ I Su'Ie1W �
�. ClmsHeiqM1La LA 95fi10- _ �
��__Jab Tmss TmssType Qfy �Ply- uon'sR�ageiBmg3/aool 111
�� . I �ob Reference loolional)_ R445ffi842 I
03040-156 A1 COMMON 10 I I
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LOAD CASE(5) Standard
7)Dead+Snow(balanced):Wmber Increase=1.00,Pla�e Increase=l.0�
Uniform Loads(plf)
Vert:1-4=-230,4-6=-230,6-7=-230,t-8=20
ConcenUated Loads(Ib)
Verl 13=1800(8)14=-1800(F)
Horz:13=1350(8�,14=-1350(F)
�WARNING-Veiirydesi8�peramelers an0 READ NOTES ON THIS AND INCL1/OEO MITEK REFERANCE PAGE Mll-II13 rev.OY1N3015 BEFORE USE.
Desg Itlt nly 1M1Miek n f .IM1Stlei9 'sbasedoilyupo p lessho a d'slo Ld'tl Ib Itlngco p nf. ��
erea�oreAtld Po�al Per�monen�b oc�9 0�b e o em�IlAtltl Wre�'i ihe�r o porns�b ly�o�'t e builtllo9 tles 9�^erF or 9eneral gu da n�Ce re9ord'�gY o!R�e
�oe,�a„o� I MiTek'
,Qoality con�ml,s�omge,tlelivery,eredion ond bmcing,mrsuR AN51/iPll Q�ality Ctlferia,DS!-B9 and 8C51 Bollding Companen� y)))Greenback Lane
Safery In�ormanon avolable fmm�mss Plole InstiNte.J81 N.Lee Streel.Soita 312 Al�eantlria,vA 22314_ � Soile 109
_ __ __ _ _ -_. —_—_ _ . .- ....__._—CilasHV9WS.GA 9SfiID..
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- �. 14b Reference loofonal�
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�. _ 15.0-14 __ _ _ _� ___21442 21-�11�G
15-0-04 6-6-04 0-3-8
Sx5 - Scale=1�.682
11
10 ��
9 00 12 3x6 =
9 13 3x4 II
8 �4 3x8 J
� 15
16
I 6
aex8 �i 5 I
, Z// �, a . I I . II II I I I I � I�
1 ,�,'���.. II �.. .I.�I .� ;I. _I..I _. II_��. , I
?
32 31 30 29 28 2] 2fi 25 2< 23 22 21 10 i9 1833 iP
3x0 �i Sx5 = 3xB°
�� . _ . _ _ 21.11-4_ —— _— _ . _ _1
21-11-4
- . ._ _ _ _ - __. _ _. .
Pla�e Oflsets.(X,V)-- f4:0-4-0 0-4-8],[16:0-2-12 0-0-8],[18:0-3-8 0-1-8],[25:0-2-8 0-3-0] - �-
�LOADING(psQ . _� .. _ . . _ . . _ I . - ._ — .. .
TCLL 100.0 SPACING 2-0-0 CSI. DEFL. in (loc) I/deA L/d PLATES GRIP �
Pla�e Grip DOL 1.00 TC 029 Verl(LL) n/a - n/a 999 � MT20 169/123
TWLSnow=10050 LumberDOL 1.00 BC 0.08 Vert(TL) n/a - n/a 999
Rep Siress lncr NO WB 0 71 Horz(TL) -0.01 17 n/a n/a
BCLL 0.0 ' Code IBC2012/TPI2007 Matrix
_BCOL 10.0 I . _. - - �_ ( _ � _ _ _ _. _ _ _ L_.WeighC1841b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Simctural wood shea�hing Oirectly applied or 6-0-0 oc purlins, eacept
BOT CHORD 2x4 SPF i650F 7.SE end vehicals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling direc�ly applied or fi-0-0 oc bracing.
OTHERS 2x4 WW Stud'EzcepP WE65 1 Rowa�midpt iL22,10-23,9-24,12-21,13-20, 14-79,
i i-22:2a4 SPF 1650F L5E 15-18
MiTek recommends tha�Stabilizers and requiretl cross bracing
I be ins�alled tlurinq lmss erection,in acwrdance wi�h Stabilizer
L Ins�@Ilation guide.
REACTIONS. Allbearings2l-iL4. - � - �- - - ---- '
pb)- Max Horz 1479(LC 26)
Max Uplifl All uplifl 1001b or less al joint(s)22,23,24,25,26,27,28,29,30,
31,20,19 except 17=108(LC 22).1=212(LC 19),18=109(LC 19)
Max Grav All reac�ions 250 Ib or less al joiN(s)30 except 17=898(LC 1),1=380(lC
42),22=418(LC i�,23=313(LC 1),24=338(LC 1),25=336(LC 1),26=333(LC i),
27=336(LC 1),28=343(LC 1),29=332(LC 1�,31=632(LC i),21=317(LC 1),
20=638(LC 1),19=1378(LC 1),18=2007(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excep�when shown.
TOP CHORD 1-2=-478/513,23=-410/378,3-4=3761373,4-5=34�/370,5-6=309/342,6-7=-2831319,
7-8=-258/29fi,8-9=-235/271,13-14=-202/331,14-15=-23V632,15-16=-790/561,
i6-17=-89/108
WEBS 7 b22=392/69, 10-23=286/32,9-24=310/28,8-25=309/33,7-26=308/29,
6-27=30828.5-28=318/29.4-29=298/31.2-31=-547/45,12-21=289/13,
13-20=-614/25,14-19=-1341/31,15-18=-1564/22,16-18=-513/149
�Q`pD 0 UCFi1r
NOTES- O� .•..AUI�,. sF
i)Wind:ASCE 7-10;Vu1�=N5mph(3-second gust)Vasd=9lmph;TCOL=6.OpsF;BCDL=6.Opsf h=25ft;Ca�.II;Exp 8',enclosed;MWFRS
(envelope);cantilever lek antl righ�exposed;end vertical lefl and righ�eaposed;Wmber DOL=133 plate grip DOL=1.33 V���Q 9jG•��
2) Tmss desi9ned tor wind loads in Ihe plane of Ihe tmss only. For s�uds exposed�o wind(normal lo�he face),see S(andard Indus�ry .Q �
Gable End De�ails as applicable,or consult qualified building designer as per ANSI(TPI 1. ��'
3)TCLL:ASCE 740;Pf=100.0 psf(flat roof snow�;Ca�egory I I;Exp B;Partialty Exp.;C�=1.1 �� � (��D:
4)All plates are 2x4 MT20 unless othervvise indicaled.
5)Gable requires continuous bottom chord bearing. � �
6)Gable sWds spaced at 1-4-0 oa A.� •� : �
7)This Imss has been designed for a 10.0 psf bottom chortl live load nonconcurrent wilh any other live loads. ��.•.��• �����
8)'This Uuss has been designed for a live load of 20.Opsf on�he boltom chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 witle will CC ••••���,\ �
ft between the bottom chord antl any o�her members. siS�OniAL�\`��
iV
9)Provide mechanical connection(by others)of tmss to bearing plale capable of withstanding t001b uplift atjoint(s)22,23,24,25,26,27,
28.29.30.31.20.19 excePt Q�=1b)17=108.1=212,18=109.
10)This tmss is designed in accordance with lhe 2012 Internalional Building Code seclion 2306.1 and referenced standard AN51/TPI 1. May 2�,2��
�WAftNING�VeiilyEeslgnpaiamaleisanSftEADN0TE50NTHlSqNOMCLUOEDMIiENREF£RANCEPAGEMII-)C1Jiev.0Y1N1015BEFOREOSE. ��
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Job 'Truss TmssType Qty IPIy Oon'sRltlgelBltlg3lRaof
R44533943 I
03�P0-05B �'"A1G GN6�E 2 I I
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NOTES�
11)This Uuss has 6een designed for a lo�al drag load of 24016.Lumber DOL=(1.33)Plale grip DOL=(1.33) Connec�Imss to resis�drag loads along bo�tom chord from 20-11-4 to
2141-4,0-0-0 to 1-0-0 for 120.0 pif.
LOADCASE(5) S�andard
i)Dead+Snow(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pl�
Vert:1-11=230.i t-13=-230.1-17=-20
TrapezoidalLoads(pl�
Vert'.13=-345-10-16=-2030
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0
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4x4 �i �
� � 4x4 6 2 � �q
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12 13 10 1A 9 � 15 16 8�
6xe ��' pxa V 8x8 = Sx10M18SH5 =
�_ �66 _ "_ . 15-0-04 21-11-4
�-6"6 ]'6�8 � 6408 ��
Plate ORSe�s IX V1- f3'0-6-0 0-Pa e 6NG DOL 5 21 00 1-121.[9 0-3-0 Edge�_ _ -- - - - - - -
�J.[ Ol.I6 0 3-0�
LOADING(ps� C51 DEFL in loc Ilde� L/d � PLATES GRIP
TCLL 100.� ' � ( 1 ,�
(Roof Snow-100.0) P I TC 0.74 Vert(LL) -0.09 140 >999 360 MT20 169/123
TWL 15A WmberDOL 1.00 ' BC 0.60 Vert(TL) -0.17 140 >999 240 MiBSHS 197/iqq
BCLL 0.0 ` Rep Slress Incr YES �� WB 0.92 Hoa(TL) 0.07 6 n/a n/a
Code IBC2012/TPI2007 (MaUix
_BCDL. 10.0 . . 1 1 _ Wind(LL) -0.03 8_9 >999 240_ Weight:1421b_ Ft=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.SE'ExcepP TOP CHORD StrucWral wootl shea�hing airectly applied or 4-10-14 oc purlins,
3-4:2.6 SPF 2100F 1.BE excepl end veMicals.
80T CHORD 2x4 SPF i650F LSE 80i CHORD Rigid ceiling direclly applied or 10-0-0 oc brocing.
WEBS 2x4 SPF i650F 1.5E'ExcepP WEBS 1 Rowat midpt 3-9,6-8,5-e
3-10,5-9:2x4 WW S�ud MiTek recommends tha�Stabilizers antl required cross bracing � �
SLIDER Left 2z6 SPF i650F 1.5E 4-9-0 be installed during buss erection,in acmrdance with Stabilizer
Installation guitle. _
REACTIONS. Qb/size) 1=2723/0-5-8 (min.0-4-4),8=2845/0-5-8 (min.0-0-7) � - -- -- -�---
Max Horz 1=231�LC 34)
Max Upliftl=-92(LC 36),8=20�LC 37)
FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3384/138,2-3=-2507/114,341=-1964/129,4-11=1430/103,4-5=-1499/99,
6-8=-611/47
BOT CHORD 1-12=214/2305,12-13=-84I2305,10-13=-84/2305, 10-14=-84/2305,9-14=84/2305,
9-15=-45/768,15-16--45/7fi8,8-76=-45/768
WEBS 3-10=0/348,3-9=-1600/93,4-9=-33/343,5-9=33/1197,58=2405/61
NOTES�
1�Wind:ASCE 7-10;Vult=115mph(3-second gus�)Vasd=9lmph;TCDL=6.Ops/;BCDL=6.Opsf;h=25fl',CaL II;Exp B',enclosed;MWFRS
(envelope);caMilever letl and righ�exposed;end vetlical lef�and righ�exposed;Lumber DOL=1.33 plale grip DOL=1.33
2)TCLL:ASCE 7-10;Pt=100.0 psf(flat roo!snow)',Category II;Exp B;Patlially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This imss has been designed for grea�er of min roo(live load of 20.0 psf or 2.00 limes Flat roof loatl of 100.0 psf on overhangs
non-conarrent with o�her live loads. n D O 1 IC�
5)AIl plates are MT20 plates unless otherwise indica�etl. �^
l
6)This Uuss has been designed for a 10.0 psf bottom chord live load nonconcurrenl wi�h any olher live loads. �'O�.'�������• 2iS
7)'This Imss has been designed(or a live load of 20.Opsf on�he bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 witle wil� VO Q�QPU` 9/L��
ft behveen the bottom chord ana any other members,wi�h BC�L=10.Opsf.
8)Provide mechanical connection(by others)of iruss to bearing pla�e capable oF wi�hs�anding 1001b uplift aljoinl(s)1,8. �p i
9)This Guss is designed in accordance with the 20121ntemational Building Code section 2306.1 and referenced standard AN51/TPI 1 .�44� 94 D�
10)This imss has been designed for a total drag load of 2401b.Lumber DOL=(1.33)Plale grip DOL=(1.33) Connect Iruss to resis�tlreg � •
loaas along bottom chord from 0-0-0 to 1-0-0 for 240.0 pif. : j�
:
LOAD CASE�S) Slandard �Q '� �� �CV�
�FSS�ONAL EN��
May 21,201
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18-10-6 21-11-4
18.10-6 � 3-0-04 _...
Plate ORse�s(X,Y)-___A'f 0 5 14,0-0-11 IA2-73 0-2-8],.[B-0-1-0 0-2-81 IC 0 4-0 0-4-81 fJ:03-0 0-3-81 L'.f 0-2-4,0-4-4L IS 0 2 8 03-01
` _ ,--_. _ . . _ .
LOADING (psQ I SPACING- 2-0-0 CSL� I DEFL. in Qoc) I/defl �� L/d I PLATES GRIP
TCLL 100.0 pla�e Grip DOl 1.00 TC 0.43 , Vetl(LL) 0.00 M n/r 180 ��. MT20 197/144
(RoofSnow=100.0) LumberDOL 1.00 BC 0.fi3 �'��, Vert(TL) 0.00 M Nr 80 �'�, MieSHS 197/144
TCDL �5.o I Rep Sbess Incr YES W8 1.00 �I Hoa�TL) -0.07 N n/a n/a '.
BCLL 0.0 ' ' Code IBC2012/TPI2007 (Ma�rix) ! Wind(LL) -0AO L-M n/r 120 Weight:19016 FT=O%
BCDL 10.0 I __I _ _ .-_ � —_. ._ ._— I __. . .__
LUMBER- BRACING-
TOP CHORD 2x6 SPF i650F 1.5E TOP CHORD Shea�hetl or 4-0-1 oc purlins, except entl vetlicals.
BOT CHORO 2x4 SPF 1650F LSE BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing.
WEBS 2n4 SPF 1650F 1SE WEBS 1 Rowat midp� L-N,H-R,GS,F-T,bQ,J-P
OTHERS 2z4 SPF 1650F i bE JOINTS 1 Brace a�Jt(s):Y
SLIDER Lefl 2x8 SPF 1950F 17E 3-9-8 � MiTek recommentls thal Stabilizers and reQUired cross brecing I,
be ins�alletl during Uuss erection,in accordance with Stabilizer I
� Installation guide _ _ ��,
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz A=231(LC 34)
Max UpliR All uplik 100 Ib or less at joint(s)T,U,V except N=-2039(LC 35),
A=-4446(LC 28),R=-1081(LC 31),5=-228(LC 31),W=-105(LC 37�,%=-790(LC 37),
Q=-214(LC 39),O-294�LC 29),P=-2097(LC 28)
Max Grav All reac�ions 250 Ib or less at joinrys)except N=2047(LC 28),A=4574(LC
35),R=1242(LC 32),5=683(LC 24),T=582(LC 15),U=497(LC 1),V=521(LC 1),
W=0.78(LC 15),X=1128(LC 48),4=700(LC 26),0=578(LC 26�,P=2179(LC 35)
FORCES. Qb)-Max.Comp.IMax.Tea-All/orces 250(Ib)or less except when shown.
TOP CHORD A-B=-6571/6462,e-C=-5010/4958.C-D=-0387/4344,PE=-3753/3663,E-F=3141/3077,
F-G=-2496/2491,G-H=-1800/1795.H-1=-1153/1199,1-J=-673/714,J-K=-606/594,
K-L=-593I568,L-N=1940/1904
BOT CHORD A-X=-4604/4665,W-X=-3940/3928,V-W=34fi413450,U-V=-2984I2970,T-U=-2504I2490,
S-T=-2024/2010,R-S=-1564/1551,Q-R=-1062I1048,P-Q=-582/568,O-P=-736/718
WEBS H-R=1203/1111,G-S=-643/252,F-T=543/95,E-U=-457/43,D-V=-479/78,C-W=-448/132,
B-X=-1058/808,1-0=-6fi31239,O-Y=-593/340,J-P=-737/274,P-Y=-1981/1995,
L-Y=-232812343,K-Y=-860/fi96 ���pDO LI�F�s
•....
NOTES- VO ��QAUL /�,•. !�O
1) Wind:ASCE 7-10;VWt=115mph(&second gust)Vasd=9lmph;TCDL=fi.Opsf;BCDL=6.Opsf;h=25fC,Ca�.II;Exp B;enclosed; ��.� �L��
MWFRS(envelope);cantilever left and right exposed;entl vetlical left and right exposeQ Wmber DOL=1.33 pla�e grip DOL=1.33 �Q' ��
2) Truss designed!or wind loads in lhe plane of�he iruss only. For sWtls exposed�o wind(normal to�he face),see Standartl Indus�ry • � ��
Gable End Delails as appliwble,or consul�qualifietl�uilding designer as per ANSI/TPI 1. —/ 44594':
3)TCLL:ASCE 7-10;Pf=100.0 psl�fla�roof snow);Calegory II;Exp B;Partially Ezp.;Cl=1.i �� •
4) Unbalanced snow loads have been considered for this design. '� � � �
5) This truss has been designed for grea�er of min roof live load of 20.0 psf or 2.00�imes flat mof load of 100.0 psf on overhangs 'p �� . �
non-concurreniwi�holherliveloads. �T^�•.������ d�����
6)All pla[es are MT20 plates unless othervvise indicated. (,iSS/O^'A�cN
7) Gable requires con�inuous bottom chord bearing. �V �'
8) Gable sWds spaced at&0-0 oc.
9) This lmss has been designetl br a 10.0 psf boUOm chord live load nonconcurrent with any other live loads. May Z�,2��
10) 'This lmss has been desi9netl for a live load of 20.Opsf on the botlom chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide
COOIi�(�,pp�Ey"��/ydesign paiamefers entl READ NO�ES ONTNIS AND INLLUOEO MITEN REFEFANCE PAGE MII-0/1)iev.OYfN3015 BEFORE IISE.
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10'6H?QcMI6c4e8LHnD43tlQbjzXm00-o6p3Zht�%isxy61qi12C8�MI�XLLLURqIltl�9zEG3m
NOTES�
11) Provide mechanical connec�ion(by others)of�mss�o bearing pla�e capable of wi�hstanding 100 Ib uplift a�joint(s)T,U,V except Qt=1b)N=2039,A=4446,R=1081,5=228
,W=105.X=790.Q=214.0=294.P=2097.
12) This truss is designed in accordance wi�h the 20121nternational Builtling Code section 2306.1 and referenced stantlartl ANSI(TPI 1.
73) This Uuss has been designed for a�otal drag load of 240 pl(Lumber DOL=(1.33)Pla�e grip DOL=(133) Connecl Uuss to resist drag loads along bottom chord(rom 0-0-0
�0 21-11-4 far 240.0 plf.
LOAD CASE(S) Standard
�WARNING V llytle g p 1 dFEADNOtE50NTHISANOMLLUOEDMIiENREFERANCEPAGEMll1113 OLiN3015BEFOREUSE.
Oesg Itlt eonly 'IbMT k o ecl Th tleig b edo ly p poo eles F o tllf Intl tl Ib 14 gco p nL ���
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]-6-6 ]�6�8 3-9�8 2-8-6
10x10 � Scale=l]92
9.00I12 4 11 4.00�12.
5 Bx8�
4x4 l
tOx12M18SH5 i �� i g
3
I
'i � Ox6 G I �{I
I� dl 4x6�i 2 `� I^m'
j \ li \\\I
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12 13 9 8 ]
6x8 I' 2x4 111E 15 i6 1]
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__ _ 1-8-6 _ 15 0-04 __�_ 21-6-02 ____{
�-fi-6 ]�6�8 6-544 �
Plate Oflsets fX Y1- f3:0-6-0 Ed�ye],[4'OS-12 0-5-01
._ - ____ _ ___. __ _ _-_ _--_. _ - _ __
- _ - _
LOADING(ps� I SPACING- 2-0-0 CSI. �I �EFL. in poc) I/deFl L/d PLATES GRIP
TCLL 100.0 plate Grip DOL 1.00 � TC 0.80 Vert(LL) -0.08 L9 >999 360 MT20 169/123
(Raof Snow=100.0) Lumber DOL 1.00 ' BC 0.68 Vert(TL) -0.16 1-9 >999 240 Mi8SH5 169/123
TCDL 15.0 RepSUesslncr YES � WB OJ9 Horz(TL) 0.08 7 n/a n/a I
BCLL 4�� � Code IBC2012RPI2007 I (Matrix) Wind(LL) 0.07 8-9 >999 240 Weight:1421b FT=O%
BCDL 10.0 � _ __. . . _ � _
_ ._____ - - _.
LUMBER- BRACING-
TOP CHORD 2x6 SPF i650F 1.5E'ExcepC TOP CHORD Simctural wood sheathing directly applietl or 3-8-3 oc pudins, except
3-4:2x6 SPP 2100F 1.SE end vedicals.
BOT CHORD 2x4 SPF i650F 1 SE BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing.
WEBS 2x4 SPF 1650F 1 SE'ExcepC WEBS 1 Row at mitlpt 3-8,4-8,5-8,6-7,5-7
3-9:2x4 W W Stud MiTek recommends Iha�Stabilizers and reqmred cross bracing
SLIDER Left 2x6 SPF 1fi50F 1.5E 4-9-0 be inslalled during�mss ereclion,m accordance wi�h Stabilizer �
Installa[ion guide._.
REACTIONS. (Ib/size) 1=1887/0-5-8 (req.0-6-1),8=2617/12-11-12 (min.0-5-75),7=845/12-11-12 (min.0-5-15)
Max Horz 1=260(LC 34)
Max Up1iN1=2957(LC 35),8=-1582(LC 37�,7=2686(LC 36)
Max Grav 1=3859(LC 24),8=3597(LC 48),7=2934(LC 25)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 1-2=-5054/4243,2-3=-3752/3333,3-10=2324/2322,4-10=4235/1191,4-11=-179I325,
5-11=-1134/1104,5-fi=6721730,6-7=365/82
BOT CHORD 1-12=3185/3788,12-13=-3092I3502,9-13=3092/3502,9-14=3�92/3502,
14-15=-3092/3102,8-15=-196312603,8-t6=-1757/1752,16-17=-556/396,7-17=-719/826
WEBS 3-9=0/353,3-8=-1724/358,4-8=-t282/74,5-8=-1987/1973,5-7=2804/2789
NOTES-
i)Wind:ASCE 7-10;VuIt=N5mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsh h45k;CaL II;Exp B;enclosed;MWPRS
(envelope);caMilever lefl antl right exposed:end vedical lef�and right exposed;Lumber DOL=1.33 pla�e grip DO1=1.33
2)TCLL:ASCE 7-10;Pf=1000 psf(9a�roof snow)',Category II;Exp 8;Partially Exp.;Ct=1.i
3)Unbalanced snow loads have been considered for lhis design.
4)All plates are MT20 plates unless olherwise intlicated. Q�PD 0 LI�+F
5)This�mss has been designed for a 10.0 ps�bottom chord live load nonwncurteM wi�h any olher live loads. �,� •�•""���/1/s
6)'This tmss M1as been designed tor a live load of 20.OpsF on Ihe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q �'Q A�J� �P
ft belween the bo��om chord and any other members,with BCDL=W Dpsf. V�',� '9/�'��
7)WARNING:Requiretl bearing size a�join�(5)1 grealer lhan input bearing size. •Q �i
8)Provide mechanical connection(by o�hers)of Iruss to bearing plate capable of wi�hstantling 100 Ib uplift a�join�(s)except Qt=1b)1=29 7, � ��
8=,58z,�=z6a6 E44_ �g4':
9)This�russ is desi9ned in accortlance with the 2012 INemational Building Code sec�ion 2306.1 and referenced slantlard ANSIITPI 1. �
10)This Uuss has been designed!or a�o�al drag loatl of 240 plC Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect�mss to resist dra q� � �
loads along bottom chord from 8-11-8 l0 21-6-12,0-0-0 to 1-0-0 for 380.4 pIE 'QO��. • �:��4
• �
LOADCASE�S) Standard 5•���'•"�� �g
�S�ONALE�
May 21,201
�. �WARN/NG V irytl B P tersantlREr10NO�E50NTNISANDMCLUDEDMITERftEFERANCEPAGEMIIJ<)] OL1N10158EFOftEUSE �.
Dasg Itli aonry '❑ M7 k r � .�M1 d g 'sbasedo lyopo p � sFO .o d slo o ind 'J Ib ld g poranl �� i
Appl<ab'I'tyolde'9 p 1 tlp pe ' topoolo I p � p -tiltyolb Itl gd g r- 11 tl fg .9 cngshown
Islo I � I pp 1 1 d-tl al ebme b ly.Atltll I� p ryb c 9to' esl bllytl -gt nl <i'o 'ithe ep till�yo�lhe �����
re 1 . Atld� alpe a e Ib -ng ffl allsimcl e-ife espo blry IIF b ltli Bdesg er_FOrge mlgudanceregod�g
lob coto .qooftyco 1 I. � g tlel ry, etfonontlb ' g, ul� AN51/IPI1�valltyCit la DSB�89antlBC51BWIdIngC mponenl ��>)GreenbackLane I
Sofety I formaMOn ovalable from imss Plo�e I s11v�e.]81 N.L S�eeL Smle 312 Ale a�dna,Vn 22314. Su le 109 I
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R4453294]I
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� __ _ �n:ta— .._�_ �e,ias � ' -iiasz,,t�ia
15-0-tE 3.9.0 J.0-14 0 E-
6x6 = Scale=t]4.9
12
� 9.00�2 11 13 4.W 1�y
�p 14 6x6�
15
I 9 �6 Bx8�
e ��19
18'
)
�o ex8 i 6
I 5 � ,.
ml 6x10= z 3 a I '�. I I I I� I I I I�
I �_ . '— �"--"�-� - ..._ I .""lal_I I __"I� I. I I I
� 35 3E 93 32 37 3U 29 28 2] 26 25 24 23 22 21 20
Sx5= 3x6 II dx6 II
Sx5=
�- _ 2Li1.A . �
21-11-4
Plate ORSets(X Y1-- f1:0-3-5_Edael f5'0 4-0 0-4-8] f12 0-3-0 0-2-01 fi5 OQ-13 Q-4-4 18:0-2-6 0-0-01 120:Edoe 0 3 87,[21:0-2-8 03-� 2,f 9_0-2-8 0.. 3_O1 �
LOADING(psQ � ., � . .. -. _
TCLL 700.0 ' SPACING- 2 0 0 C51. I DEFL. in (loc) I/de� L/0 �LATES GRIP
(Roof Snow=100.0) P�ate Grip DOL 1 00 TC 0.98 Vert(LL) 0.00 18 19 Nr 180 �� MT20 169/123
TWL 15.0 LumberDOL 1.00 BC 0.68 Vert(TL) 0.001849 nlr 80
BCLL 0.0 ' � RepSlresslncr VES WB 0.92 Horz(TL) -0.08 20 n/a n/a
BC�L 10.0 _ � Code IBC2012/TPI2007 I_ (Matrix) � Wind(LL) 0.00 18-19 Nr 120 � Weigh�:1831b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'ExcepP TOP CHORD StrucWral wood shea�hing directly applied or 3-10-10 oc pudins,
12-15,15-19:2s6 SPF i650F 1.5E excepl end verticals.
BOT CHORD 2x4 SPF 1650F 15E BOT CHORD Rigid ceiling direc�ly applietl or 3-1-7 oc bracing.
WEBS 2x4VWJ Stud WEBS 1 Rowat mitlp( 18-20,1&25,11-26,10-27,13-24,i4-23,
OTHERS 2x4VYVJStud'Except' �8-2�
WEDGE �Z_25:2x4 SPF i650F 1.SE f MiTek recommends ihat S�abilizers and required cross biacing�
Left'.2z4 SP No.3
� be inslalled during�mss erection,in accortlance with S�a6ilizer
�. Installa�ion auide.
REACTIONS. All bearings 21-11-4.
(m)- nna:Hoa r-zm��c 3a�
Max UpliR All uplifl 100 Ib or less a�joint(s)27,28,29,30,31,32,33,34,35,
23 except 1=3774(LC 32�,20=-1026(LC 31),25=-1341(LC 31),26=-413(LC 31),
24=-393(LC 39),22=-210(LC 38),21=-982(LC 28)
Max Grev All reactions 25016 or less at joiN(s)except 1=3829(LC 31),20=1051(LC
32),25=1468(LC 32),26=609(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 i),33=318(LC 15),34=326(LC 15),
35=373(LC 1),24=637(LC 26),23=494(LC i6),22=536(LC 27),21=1151(LC 27)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHOftD 1-2=-6356/6311,23=-5942/5882,3-4=-5528/5464,4-5=-5149/5121,5-6=-4737/4713,
6-7=-0314/4260,7-8=3905/3858,8-9=3506/3504,9-10=3082/3091,10-11=2652/2667,
11-12=2025/2041.12-13=-1597/1647,13-14=-1403/1486,14-15=-954/987.
15-16=-646/658,i6-17=-085/499,17-18=-262/226,1&20=-1003/979
BOT CHORD 135=-5007/4992,3435=-4690/4674,3334=-4338/4354,3233=-4050/4034,
3132=-3733/3716,3031=3413/3396,29-30=3093/3076,28-29=-2773/2756, OPP�� ��CF2
27-28=-2453/2436.26-27=-273312116,25-26=1813/1796.24-25=-1493/1476. �. . • �••'�. s
2324=1173/1156,22-23=-853/836,21-22=-533/516,20-21=-385/362 V� • pA�L 9• CCQ
WEBS 12-25=-1448/1364.11-26=-582/428,10-27=-404/61,9-28=-365/72.8-29=314/42. � :Q,'� �/� :
730=308/31,6-31=316/62,5-32=307/98,433=290/75,334=-304/39,235=329/60, �Q �p•
•
13-24=-609/407,14-23=-468/99,16-22=-52V233,17-21=-424/122.18-21=-1015/1013 445 94➢�
NOTES- �
� •�
i)Wind:ASCE 7-10;Vult=115mph(3-second gusp Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft',Cat II;Exp B;enclosed;MWFRS : j
(envelope);can�ilever lefl and ngh�exposed;end verlical left antl righl exposed;Wmber DOL=1.33 pla�e grip DOL=1.33 �Q�'. �.:���
2) Truss designed for wintl loads in�he plane of�he�mss only. For studs exposetl lo wind(normal to Ihe face),see S�antlard Induslry FS�•�.•...�• �\
Gable End Details as applicable,or consul�qualifed building designer as per ANSI/TPI 1. S' N
3)TCLL:ASCE 7-10;Pf=100.0 psf(/lat roof snow);Category II;Exp B;Paeially Exp.',Ct=1.1 �ONAL E
4)Unbalanced snow loads have been considered for�his design.
5)This Uuss has been designed for grea�er of min roof live load of 20.0 psf or 2.00 limes fla�mof load of 100.0 ps(on overhangs May 21,201
� �WARNING V lytl !g p i OHEADNOTESONiHISANDINLLUOEOMITENREFEFANCEPAGEMII]Ol OL1U1015BEFOREUSE
� �esg aldi ly tl Miek � Ihstles'9 b do ly po p � ssM1O tl' � d d Ib'Id gt po e 1. �� �
Appl ab'I'�yoftl 'g p � o tlp p � p m�o ol< p n�s espo -til�y �b Id gtlesg � 1t i d �g .B � g hown
isfo I 1 I ppotof' d'tl I b baso ly Atld� I�e p ryb -g�o' s � tilNtl ' gcon� � 'stle sp 'till�yoRhe ��I��
ere<to Atldl Ip o �b -g ��h ealls�rotl - p � esponsbT�y (�h b Itl gtl -g F rge e Ig �rl sereg d 9
lab I o .q olitYC t I. f mye.tlel' ery. ( antl b oC g, sul� ANSI/IPII puality Crlbtla.DSB�B9 E BCSI Bulltling Component ]p�)Greenback Lane
Sa�e InlormaMOn o a loble from I tote,J81 N Lee SlreelS011e 312 Alexandn'a,VA 4231 d_ I
ry mssPl telist' Cui1e1W
. . — . - - _— ._ .___.- IossHeigM16.CA 95fi1fL__ .
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Job Reference(ooCOnall _
AlpineTmss. Monlmse.CO-81401 i620sMar4]Pp15MiTeklndus�nes.InciM1UMay2108E]:512015Faga2
IO:6H?acMl6c4eeLHn�A3dObjz%m00-vWZBAr96JGSqxH]_w_aEzfrdlp_BPSBhHfOubzElbM
NOTES-
6)All plates are 2x4 Mi20 unless otherv+ise intlicated.
7)Gable requires conlinuous bo��om chord bearing.
8)Gable studs spaced at i-4-0 oc.
9)This�mss has been designed for a 10.0 psf botlom chord live load nonwnwrreN wi�h any o�her live loads.
10)'This Uuss has been designed for a live load of 20.Opsf on�he boltom chord in all areas where a rectangle 3-6-0�all by 2-0-0 witle will(t belween lhe bo�bm chord and any
other members.
11)Pmvide mechanical connection(by o�hers)of tmss to 6earing plate capable of wi�hs�anding 100 Ib uplift at joint(s)27,28,29,30,31,32,33,34,35,23 except Qt=16)1=3774,
20=1026,25=1341.26=413,24=393.22=210,21=982.
12)This tmss is designed in acwrtlance with the 20121nternational Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)This Iruss has been designed for a to�al drag load of 240 pIL Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect Iruss�o resist tlrag loads along bottom chord fmm 0-0-0�o
21-11-4 far 240.0 plf.
LOAD CASE�S) Standard
Q WARNING-Varitytlesi8�Paramelers anJ READ NOTES ONTHIS AND MLWOEO MI�ER REFERANCE PAGE MII4IIJ rev.OL1 VP015 BEFORE USE.
De g Id� eo ly �ihMt k f .iM1 tle 9 � b d ly p pao etersiho . tl' I d tl albold�gco po e L ��
Applcob'I'tyoltleslg p � dpope ' cop � � o po e t s epo sb'f�yo�b ld gtl 'g e - f� d g e.8 g ho�an
Islo I �eal pp�rtof� tl�'tl�al� ebmo b I�. qtltlta al�e Po�on�tilty�llhebo � tiflytl g n� 1 " 11 esp blllyol�M1e �����
ur
er t .ntldT � Iltl gd -g ecFOrgenemiqotlon<ere9oding
e
bb t t o .q olry c t I � g .tlel ery.e ecYO ond b - g consvll AN51/tVll poallN C It la.DSB-B9 anE lC51 Bulltling Component )�))Greenbeck Lane
SaleN I lo aHOn a loble from I usz Plo� I s(���e.J81 N Lee S� �Su�l 912 AI tlno,Vn 2231 d. 5 le 109
_ - . _._. .. L'WSHeigllls.LA95610. _. .
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� �6 6 _ __�__ 15-0-10 +18d0-6 . 21.6.12 ,
]-6-6 ].6-8 g�9-g 2-8-6
Bx8 i Scale=1963
4 12
� 9 0a 112 4.00�12
5 8xB�
I �� 4x4 II
�6
Bx12 �i
I
3 �I �
Ox4 i
4x4�i 2
�� � ��
�
� !� � �o� _ � �
13 14 �O 15 g 16 1] 8 ]
Sx8 II pxd II ex8 = Sx10M185H5-
�__ _. I-6-6 _ _�_ _15.044 _� . 21-642 -�
]-6-6 ]�6-8 fi�5-id
_Plale Offse�s IX Y)--_�1:0-5-14 0-0-1],[3:0-6-0 0-5-4 4'I f .0"3-12,0-5-01 15:0.5-0,0-4-01 19:0-3-0,Edae1 � - - �
LOADING(PSf) I - _� _ _ .._ - - - --_ . � i - -.. �-._ .-
TCLL 100-0 SPApNG � 2-0-0 C51. �EFL. in (Ioc) Ilde� Ud � PLATES GRIP
(Rwf Snow=100.0) Pla�e Grip DOL 1.00 TC 0.73 Vert(LL) -0.09 L10 >999 360 ' MT20 169/123
iCDL �5.p I LumberDOL 1.00 BC 0.60 Vetl(Tl) -0.17 1-10 >999 240 MiBSHS 197/1qq
BCLL p,0 • Rep Stress Incr VES , WB 0.96 Hoa(TL) 0.06 8 n/a n/a '
_BCDL __10.O�Code IBC201NPI2007 i (MaUix) I Wind(LL) -0.03 B-9 >999 240 I Weigh�:1401b FT=O%
LUMBER" BRApNG � � � � � � � �� �-�� .. �. . .
TOP CHORD 2x6 SPF i650F 1.SE'ExcepC TOP CHORD S�mcWral wootl shea�hing Oirectly applied or 5-0-7 oc purlins, excep�
3-4:2x6 SPF 2100F 1.8E entl vedicals.
BOT CHORD 2x4 SPF i650F LSE BOT CHORD Rigitl ceiling direcqy applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 15E'ExcepP WEBS 1 Rowal midpt 3-9,6-8,5-e
3-10,5-9:2x4 WVJ SWd � MiTek recommentls�ha�S�abilizers and re uired cross bracing �
SLIDER Lefl 2x6 SPF i650F 1.5E 4-9-0 4
Ibe installed during iruss erection,in accordance wilh Stabilizer
Installa�ionguide. �
REACTIONS. (Ib/sire) 1=2674/0-5-8 (min.0-03�,8=2678/Mechanical � � �� --- -- �
Max Hoa 1=238(LC 33)
Max Uplifll=-94(LC 35),8=23(LC 36)
FORCES. pb)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3311/142,23=2434/117,3-11=-1888/132,4-11=-1354/105,4-12=-1012/100,
5-12=-1419/89,6-8=394I53
BOT CHORD 1-13=-224/2250,13-14=-8&2250.10-14=88/2250,10-15=-88/2249,9-15=88/2249.
9-16=-47/667.16-17=-07/fi67.8-17=-47/667
WEeS 3-10=0/352,3-9=-1592/92,4-9=34/266,5-9=39/1247,5-8=2373/65
NOTES-
1�Wind:ASCE 7-10;Vult=115mph(3-second gusQ Vasd=9lmph;TCDL=fi.Ops/;BCDL=fi.OpsF h=25ft',Cal II;Exp B;enclosed;MWFRS
(envelope)',canlilever le%and right exposed;entl verlical left antl righ�exposetl;Wmber DOL=1.33 plate grip DOL=1.33
2)TCL�:ASCE 7-10;Pf=100.0 psf(Oa�roof snow);Ca�egory II;Exp B;Patlially Exp.�,C�=7.1
3)Unbalanced snow loads have been considered!or�his design.
4)All plates are MT20 plales unless otherwise indicated.
5)This�mss has been designed for a 10.0 psf bottom chord live load nomm�curren�with any o�her live loads. PD p L�C
6)'This�mss has been aesigned for a live load of 20.�psf on the bottom chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 wide will QQ` ����� F/jj
fit behveen�he bottom chord and any o�her members,wilh BCDL=10.Ops(. �O� �.PAU� � cn�.
�•'F R� O
7)Refer�o girder(s)for�russ b Uuss connections. �
8)Provide mechanical conneclion(by o�hers)of truss to bearing plale capable of withstanding 100 Ib upliH a�joiN(s)7,8. �Q �•�
9)This�mss is designed in accordance with Ihe 2012 International Building Code section 2306.1 and referenced s�andard ANSI/TPI 1. :Q Sl•
10)This truss has been designed for a lotal drag load of 2401b.Lumber DOL=(1.33)Pla�e grip DOL=�1.33) Connect Imss to resist dr� 44594'�
loads along bottom chord from 0-0-0[0 1-0-0/or 240A p1f.
LOAD CASE�S) 5(andard � : ���
� ��. � �
�(C` �/�....�.•�� \�
SS ONALE��'
May 21,201
. QW�ARNINdfo s�aly9-IhMik�o �READNO�TES�ONiHISA�N�OMCL�UOE�OMITEKFFFERANCEPAGE�MOI'�d 'dalb'�Id�gBEF��E�SE.
Appl blly f tle Ig po o 1 rl p op - po ot'o � p en�s e p b'f�y oi b Id a tl -g e- R tl g er B g sM1mvn �� ��
Is101ptB I pp rtol d"d OI b bB10 ly.qdtl�'O OI�¢ p ryb � g�0- ules� bl�ytl � g i'S�VCYO - �F esp �l�li�yo�IF.B - � ^AfT��
re I Fd010 p iboc'ng Itl eall t � - Ile espon blt� tiFebuiltl gtl -gnacPorg mlgodanca�s0adng ry� �
lob c I .qual'�y co I ol. b ge,tlel�ery,arec(on ontl b � g, oncolt ANSIpPII poa�IN C It la.DSB-89 ntl BC51 Bullding C ponent Jpp)Greenback Lane
Safety I lo moXOn a 'I bl I o �mss Plate Inst'Nte J81 N_tee St e 1.Solt 512 Ale tlna,VA 2231 d. 8u�e 109
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I 3-0-0 7-8-3 15-4-04 18-00-6 21-6-12
3-0 0 4-8.3 I -- ��4-�� __ f_ 3.g.g. -' 2.8.6
tOx10 Q Scale=l]a]
D l
9-00�12 0_00�12
6x8 �
� E 6z6 �
� 10x12M18SHS i K F
I
f � C
Y
Sx5 i
�
4x4 i g
A I
' 3x10 II � M I H G
4x6 = 6xe -�- Sx5 = 3x4 =
]-6-8 ]-8 15.044 18-00-6 21-642 .
' 1-6-8 b214�2 ]-340 �-- �--J_9-8 2-8-6
Plate Offsets(X Y1- [8:0-2-7 0-2-41 fG0-6-0 0-5-0I f�:0-5-12 0-5-01,[E:0-6-12 03-81 fF:Etloe 0-3-8J,[GEdqe 0-i-81 fJ:0-2-8 0-1-121
- . _ - � _ . _ ._ -_______ .. _ _ - - -__ _-
LOADING (ps� II SPACING- 2-0-0 CSI. DEFL. in Qoc� I/de9 L/d PLATES GRIP
TCLL 100.0 p�ale Grip DOL 1.00 TC 0.68 Vert(LL) -0.05 I-J >999 360 MT20 169/123
(ROOfSnow=100.0) �� Lumber00L 1.00 BC 028 Vert(TL) -0.12 I-J >999 240 MiBSHS 1971144
TCDL 15.0 ��, Rep S�ress Incr YES WB 0.64 Horz(TL) -0.01 G n/a n/a
BCLL d�� � Code IBC2012lTP12007 (Matrix) Wind(LL) -OA2 I-J >999 240 Weight:1561b FT=O%
BCDI 10.0 _._ _-
- . _ -_. _ _ . _- _ - - _. __. -
LUM6ER� BRACING�
TOP CHORD 2x6 SPF 2100F 18E'ExcepP TOP CHORD Shealhetl or 6-0-0 oc purlins, excepl end verticals.
D-E,E-F.2x6 SPF i650F 1.5E BOT CHORD Rigid ceiling direc�ty applied or 6-0-0 oc bracing.
BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt GJ,D-I,E-I,E-H,F-G
WEBS 2x4 SPF i650F 1.SE'ExcepP MiTek recommends ihat Stabilizers and required cross bracing
&J'2x4 VJVJ S�ud be installed during iruss erection,in accordance wilh S�abdizer
SLI�ER Lefl 2s6 SPF 1650F 1.5E 3-10-9 Installal on au de_
REACTIONS. Qb/size) J=4175/0-5-8 (req.0-6-9),G=1180IMechanical
Maz Horz J=237(LC 7)
Man Uplift G=22(�C 7)
Max Grav J=4175(LC i),G=1748(LC 15)
FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-8=�2/738,e-C=0/1705,GK=-863/41,�-K=-445/347,EL=-807/83,E-F=-536/66,
F-G=4 697/31
BOT CHORD A-J=-343/5,J-M=-978/131,I-M=-978/137,H-1=51I387
WEBS GJ=3664I0,PI=O/1659,D-1=1122/3,E-H=-1192/81,FH=32/1274,B-J=742/51
NOTES-
1) Wintl:ASCE 7-10',Vu1t=115mph(3-second gust)Vasd=9lmph;TCDL=6.OpsF;BWL=6.Ops(;h=25ft;Cat.II;Exp B;enclosed;
MWFRS(envelope);cantilever lett and right exposed;end vertical lek and right exposed;W mber DOL=1.33 plale grip DOL=1.33
2) TCLL ASCE 7-10;Pf=100.0 psf(�al roof snow);Category II;Exp B;Partially Ezp.;Ct=1.1
3) Unbalanced snow loads have been considered for this tlesign.
4) All plates are MT20 plates unless oUerwise indica�ed.
5) This truss has been designed for a 10.0 psf bottom chord live loatl nonconcurrent wilh any other live loads. O�Pp Q ��CF^,
6) 'This imss has been designed(or a live loatl of 20.Ops(on�he botlom chord in all areas where a rectangle 3-6-0�all by&0-0 wide •�������•• ��
will fd between lhe botlom chord and any o�her members,wilh BCDL=10.Opst O� •' pUL `St�'
7) WARNING:Required bearing size atjoinqs)J grea�er lhan inpul bearing size. V�'�Q 9/G'� �
8) Refer�o girder(s)for Uuss�a�mss connec�ions. Q ���
9) Provitle mechanical connection(by others)of Uuss to bearing pla�e capable of wi�hstanding 100 Ib uplifl a�joint(s)G. �Q 9.
10) This�mss is designed in accordance wi[h�he 2012 Intemational Building Code section 2306.1 and referenced s�andard ANSI/TPI . �(�,q,^ r�g�.�n t
1. �
4 � � �
LOAD CASE(S) S�andartl 'QO•� . ��4
i �
F�SS�ONAI E��'\
May 21,201
AWARNING V 'rytl Ig p � dREADNOTESONTHISANDINCLUDEDMIiERRFFERANCEiAGEMII]O] OYfNI015BEFOREUSE.
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�ISIO lo[e I pp tloi nd"daal b b o ly_Add'fo I� p rybac 9l ' e t b'I'tyd ' g on 1 � - �h espo tillty t�M1e �����
em f Atldt Ipe �bacngollieo II � � � �M1 espoesb�ry t�h b 'Itl 9d 'g er.Porg alg�tlance gotlng
lob t .q ol�y I � qe.del ery, �on and b oc 9.m sull ANSVIPII p al ty C If tla.DSB�B9 a d BCSI Bolltling C ponenl ))))GreenLack Lane
SaleN� � �maMOn a �obiefromimssPlt InsnWeJ8lrv.�eeS� et,5un 3i2nieaitlno,vn923ia Sulet09
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3-0-05 3441 .. . 9-145
10x10 = 2x4 il 5x8 = 6x6 = Scale=t53.1
� � 3 q
I I I I -
�
II
� �_ _ �_ - .-- � . _
8 9 � 10 6 11 'S
Sx10Mi8SHS �i 12x12 __ Px12M19SHS =
]x12 M185H5 I I
� _ 3-045 +_. 6-9-9 _ � 9-11.8
� - _ 3-i-15 3-]q1 3-145
_Plate ORsels(X YI-- f3'0-4-0 04-87,[4:Edae 0-2-01 I6:0-6-q 0-�3-81 17;0-6-0 0-6-0� � - -
LOADING(ps� � SPACING- 2-0-0 I CSI. DEFL. in loc I/de0 Ud � �I PLATES GRIP
TCLL 100.0 ( )
(ROOf Snow=100.0) P�ate Grip�OL 1.00 TC 0.42 Vetl(LL) -0.10 6-7 >999 360 MT20 118/123
TCDL 75A LumberDOL 1.00 BC 0.42 � Vert(TL) -0.13 6-7 >908 240 M18SHS 113/123
BCLL 0.0 ' I Rep Slress Incr NO WB O70 Horz(TL) 0.01 5 n/a n/a
BCDL _ 10.0. �CodeIBC2012/TPI2007 �_ (Matrix) Wind(LL) 0.01 6 >999 240 � WeighC3501b FT=O%
LUMBER. ._ _. ..- _ _ � _. _ _ _ . . .- _ - - - __. .
BRACING-
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins(6-0-0 maxJ:1-4, excepl entl vedicals.
BOT CHORD 1.SX725 Microllam LVL 2DE TG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4SPFi650FL5E'ExcepP WEBS 1Rowatmidpt 1-8,4-5
1-8,4-5:2x6 SPF i650F L5E
ICC APPROVED FACE MOUNT HANGER(BV OTHERS)REQUIRED FOR
REACTIONS. (Ib/size) 8=72129/0-7-0 (min.0-3-10),5=15361/0-7-0 (min.0-4-9) LOADS SHOWN IN NOTES. ALL NAIL HOLES MUSi BE FILLED AS
Max Horz 8=-180(LC 4) PER HANGER MANUFACTURERS INSTALLATION PROCEDURE WITH A
MINIMUM OF 10d(.148"X 3")NAILS OR AS REqUIRED BY THE HANGER
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. MANUFACTURER FAILURE 70 COMPLY MAY REQUIRE ADDITIONAL
TOP CHORD 1-8=-11218/0,b2=-4069/0,2-3=-4069/0,3-4=273/41,4-5=-689/i6 CONSIDER4TIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES.
BOT CHORD 7-10=0/4039,6-10=0/4039,6-11=0/4039,541=0/4039
WEBS 1-7=0/11237,2-7=542/11q 3-6=0/9795,3-5=-10938/0
NOTES�
1�Special connec�ion required�o disUibute botlom chord loads equally behveen all plies.
2)3-ply imss�o be connecled together wilh 10a(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows s�aggered a�0-9-0 oc.
Bot�om chords connected as lollows:1.Sx725-4 rows staggered a�0-4-0 oc.
Webs connected as lollows:2x4-1 row a�0-9-0 oq Except member 3-6 2x4-2 rows s�aggered a�0-5-0 oc.
3)All loads are considered equally applied to all plies,excep�if noted as(ron�(F)or back(B)/ace in[he LOAD CASE�S)section.Ply�o ply
connec�ions have been provided to dis�ribu�e only loads no�ed as(F)or(B),unless o�herwise indica�ed.
4)Wintl:ASCE 7-10;Vu1�=115mph(3-second gusl)Vastl=9lmph;TCOL=6.Opsh BCDL=6.Opsf;h=25tl;Cat.II;Exp B;enclosed;MWFRS
(envelope);cantilever IeR and right exposed;end venical left and right exposed;Lumber DOL=1.33 pla�e grip DOL=1.33
5)TCLL:ASCE R10;Pf=100.0 psf(Oat roof snow);Ca�egory II;Exp B',PaAially Exp.',Ct=1.1
6)Provide adequate drainage�o prevent water pontlin9.
7)All plales are MT20 plates unless otherwise indicated. OPP,�� ��CF2
8)This Uuss has 6een designetl for a 10.0 psf bonom chord live loaa nonconcurren�wi�h any o�her live loads. O� �'NAU�4 sF
9)'This truss has been designed for a live load of 20.Opsf on the bo��om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 witle will V: Q /�j••�Q
ft bebveen the bo��om chord and any o�her members. � L �
10)This Guss is designetl in accordance with Ihe 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI� �Q , �p�
11)Graphical purlin representa�ion does not tlepic�Ihe size or Ihe orientation of(he purlin along ihe bp and/or bo�lom chortl. q p�n q y�
12)Hangeqs)or other connection device(s)shall be provided sutficien��o support concenUa�ed load(s)3621 Ib down a� 26-4,26581b ' • `"�`� �`�
•
down and 43 1b up at 2-6-4,3621 Ib down a� 4-6-4,2658 16 down and 43 1b up at 4-6-4,3621 Ib down a� 6-6-4,2658 1b down and 43 : �
Ib up a� 6-6-4,and 3621 Ib down al 8-6-4,antl 26581b tlown and 431b up a� 8-6-4 on boltom chord. The aesign/selec�ion of such : • �
wnnec�ion device(s)is the respansibili�y of others. �� •� ��(V�/
��'��..•.�' � �
LOAD CASE(S) Slandard ��sS�ONAL EN�\
i)Dead+Snow(balanced):W mber Increase=1.00,Pla�e Increase=1.00
May 21,201
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lob caYOn,qool I�co��ml.itomge,tlel'very,erec�on ond Gmc ig.conrvl� AN51/iPll puallty Ctllerlo,DSB�89 ontl BC51 Bullding Component ))))Greenback La�e
Safely InlormaHOn av lable from imss Pla�e Im�iWle,J81 N_Lee S�ree�Suile 312.Alexandrio.VA 2231 d_ ' Sulle 109
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LOAD CASE�S) S�andard
Uniform Loads(pl�
Vert'1-4=230,5-8=-20
ConcenUaled Loads(Ib)
Vert:6=-6279(F=-3621,B=-2658)9=-6279(F=-3621,B=-2658�10=-6279(F=3621,8=2fi58)11=-6279(F=3621,B=-2658)
�WARNING-Veri/ytlasign parame�ers antl READ N01E5 ON THIS ANOINCLUOEO MIiEM REFERANLE PAGE MII41]J iev.OY1NP015 BEFORE OSE �
Des9 al'dlo useo ly �I M7 kco ectos 11' d sg � bo tl ly po paa ete s�o d� fo a I d tl alb 'Id' g po e 1 ��
Appl bfry Itlesig p a etesa dp p � p �afo ofm po e 1 e p �b'f�yolb ld gtlesg e - �� tl �g r Ba g hown
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Solery InlarmaMOn ovailobla finm Imss Plote InstlNte.]BI N.Lee Srrear,Suite 312 Aluantlna.va 2291a_ BWte tOB
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i 3-5.] 6.94 10-2-8.__{
3�5�]T 33-11 � 3-54
8x8 = 2x4 � 6x8 = 3x4 I'� Scale=1:50.3
1 2 9 4
_ � —
8 9 � 10 11 6�� 12 :
5
3xeM185HS ' �Zx11 ' Ax101� Sx10M185H5 -
F___ J'S"] �. _ 6-94 . . .I ib2_e .
. __. 3-5-1 33-11 3-5-1
PlaleOflsetsIXYl-_[1:Ed2e03-8115:Edge,O-2-4� f6:0-6-00-2-OJ,_�7:0-6-00-6-41 _ - �� - � —
LOADING(ps� SPACING �2-0-0 � CSI. � DEFL. in Qoc) I/deil L/d PLATES GRIP
TCLL 100.0 ' pla�e Grip DOL 1.00 TC 0.61 Vert(LL) -0.09 6-7 >999 360 MT20 118/123
TCDLSnow=10050 LumberDOL 1.00 BC 0.38 Vert(TL) -0.11 6-7 >999 240 Mi8SH5 113/123
BCLL p,0 ' Rep S�ress Incr NO We 0.66 II Hoa(TL) 0.01 5 n/a n/a
BCDL _ 10A � Code IBC2012RPI2007 (Matrix) , Wind(LL) 0.00 7 >999 240 1 WeighC3251b FT=O%
- _ - _ .. _. � —____ ._— _-
LUMBER- BRACING- � �� �� � �-- ��— —
TOP CHORD 2x6 SPF i650F 1.SE TOP CHORO 2-0-0 oc pudins(6-0-0 max.):1-4, except end veAicals.
BOT CHOftD 1.SX725 Micmllam LVL 20E TG 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E WEBS i Rowat midpt L8,4-5
REACTIONS. Qb/size) 8=12026/0-7-0 (min.03-9�,5=11849/0-7-0 (min.0-3-8) ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR
Max Horz 8=-180(LC 6) LOADS SHOWN IN NOTES. ALL NAIL HOLES MUST BE FILLED AS
PER HANGER MANUFACTURERS INSTALLATION PROCEDURE WITH A
FORCES. (Ib�-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER
TOP CHORD 1-8=-10284/0,1-2=4115I0,2-3=-4115/0,4-5=-062/30 MANUFACTURER.FAIWRE TO COMPLY MAV REQUIRE ADDITIONAL
BOT CHORD 7-10=0/3933,10-11=0/3933,6-11=0/3933,6-12=0/3933,5-12=0/3933 CONSIDERATIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES.
WEBS 1-7=0/10565,2-7=-571/87,3-7=8D525,3-6=0/8156,3-5=-10 09 6/0
NOTES-
1)Special connection requiretl[o distribute bottom chord loads equally behveen all plies.
2)3-ply�mss�o be connectetl toge�her with 70tl(0.131"x3")nails as(ollows:
Top chords connec�ed as follows:2z4-1 row a�0-9-0 oq 2x6-2 rows staggerea at 0-9-0 oc.
Bottom chords connecled as follows:1.Sx725-4 rows staggered a�0-4-0 oc.
Webs connec�ed as follows'.2x4-1 row at 0-9-0 oc.
3)All loads are considered equalty applietl lo all plies,except if noted as fron�(F)or back(B)face in�he LOAD CASE�S)seclion.Ply to ply
conneclions have been pmvided[o disUibute onty loads noted as(F)or(B),unless otheiwise indica�ed.
4)Wind:ASCE 7-10;Vu1t=115mph(3-semntl gus�)Vasd=91mph;TCDL=6.Opsf',BCDL=fi.OpsF h=25fl;CaL II;Exp B;enclosed;MWFRS
(envelope�;cantilever lefl and right exposed;end vertical left and righ�exposed;Wmber DOL=133 plate grip DOL=1.33
5)TCLL:ASCE 7-10;Pf=100.0 psf(flat mof snow)',Category II;Exp B',Partially Exp.;C�=1.1
6)Provitle adequa�e drainage to prevent water ponding.
7)All plates are MT20 plales unless o�hervvise indicated. O� D O �/ ^n,
8)This imss has been designed for a 10.0 psf bottom chord live load nonconcurrenl wi�h any o�her live loatls. P C.
9)'This truss has been designed for a live load of 20.Opsf on the bo�bm chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OV �d�AU��4���iS�.
fl be�ween ihe boUOm chord antl any olher members. V•Q�Q /�j����
10)This Imss is designed in accordance wi�h�he 2012 Intema�ional Building Code seclion 2306.1 antl reFerenced standard ANSI/TPI 1. �
11)Graphical pudin representa�ion does not depict Ihe size or�he orieNalion of�he purlin along lhe�op and/or bot�om chord. j Q �
:
12)Hanger(s)or other connection device(s)shall be provided suFfcient to support concentrated load(s)3621 Ib down at 20-12,1728 44594 D•
tlown antl 42 1b up a� 2-0-12,3621 Ib down al 4-0-12,1728 1b down antl 42 1b up a� 4-0-12,3621 Ib tlown al 6-Od 2,17281b tlow � ' • . •
antl 42 Ib up al 6-0-12,and 3621 Ib down at 8-0-�2,and 1728 Ib down antl 42 Ib up at 8-0-12 on bottom chord The desigNseleclion '� •�
o(such connection tlevice(5)is Ihe responsibility of others. �� • � �
.�
LOAD CASE�S) Standard O���••��������•� ���
1)Deatl+Snow(balanced):Lumber Increase=1.00,Plale Increase=1.00 sS�ONAL EN�
Uniform Loads(plf)
Vert:1-4=-230,5-8=20
May 21,201
�WARNING V I/yd g p 1 tlREAONOTE50NTHISANDINCWOEDMITEHREFERANCEPAGEMII)4)J OYfN3015BEFOREUSE
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Applt bTry Itl Ig poo ete tlp p ' poato f p � espo sltiflyolb Id' gtlesg e - it tl �g ec8 g lovn
Iz lo lote al po �o�-d�tl 1 eb b ly_Add�'o al�e p ry b -g�o' s e sl bl�y tl � g nsl oc1'o S ih asp sbll ly I�he MiTek'
re � _Add'�o olpe Ib � go��leo eall t � - tle espo bll� (p b Idl gtle�g ¢Porg Ig 'tlo cereg d'g
lob c Y qoal ty c t ol.sto og .tl I ry. fon ond b � g,co uult ANSIpPII p alty Glleria.OSB-89 antl BC51 Bu Itling Companenl )pp Greenback lane
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LOAD LASE�S) Standard
Concentrated Loads(Ib)
Verl 9=-5349(F=-1728,B=3621)10=-5349�F=-1728,B=-3621)11=-5349(F=-1728,B=3621)12=-5349(F=-1728,8=3621)
AWARNING-VeAlyEasi9npaiameleisaneREAONOTESONTHISANDINCLUDEOMITEKREFEFANCEPAGEMIL]<)Jiev.OLiU1015BEPoREUSE I
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s o I � I p
I q fryc I I. to o9e.tlel ry.e t r�d b � y, ull ANSIpPII�oaliry C�fe lo,DSB-84 tl BC51 Buliding C mponen� ))))Greenback Lane
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20-� B.B.4 9-9-1 J.SdS 4.6-15 ...f-. <-10.9 3-98 JO-14 0<�9
Scale=h]9.o
6x6=
]
G_00 IS?
900 12
8 6x8 �
4x8 O 4x4 I I
I I 6 16 9
� 10
I I 3A0112
� 6x8%
NN� 5
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I 4 I�
3
�
15
���=�-�_ _ - -__ i
Sx12 I� 14 » B �� 19 20 �2 21 22 �11 � .
6z8 - 6x10 = 5x8- 5xi�M18SH5 =
F __ 084_ __ __ ..__ 1641-4 _ _�. . 26-4.6 30-1-04
._- ._33-242 _.
- - -- _ B-B-4 _ _8.3.0 9-51 . _ 3.9-8 3-0-04_
_ __- _.-_-_ __
Plate ORsels(Xyl_-_ Z.L-3�8 Edge]�3 0 2-8,0-5-°i rs.0-4-0 0-i"Ol [8 0 4-0 0-3-12] L9:0-2-0 0.1-121 113:0-3-g Edael [14:0-3�8 03-�
LOADING(ps� - .� - �� - ` - --� .
TCLL 100.0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud�� PLATES GRIP
(ROOf Snow=100.0) Pla�e Grip DOL 1,00 TC 0.71 Vetl(LL) -�.30 12-13 >989 360 MT20 169/123
TCDL 15D WmberDOL 7.00 I BC 0.82 �� Verl(TL) -0.5212-13 >568 240 MiBSHS 1971144
BCLL 0.0 ' Rep S(ress Incr YES WB 0J6 Horz�TL) 0.04 11 n/a n/a
BCDL_. 70.0 CodeIBC2012/TPI2007 _ � (Matrix) Wind(LL) -0.0311-12 >999 240 � WeighC2161b FT=O%
LUMBER- BRACING�
TOP CHORD 2x6 SPP 2100F 1.8E`ExcepP TOP CHORD Stmclural wood shea�hing direc�ly applietl or 4-10-2 oc pudins, except
7-8,8-10'.2x6 SPF 1650F 1.SE,13:2x10 DF No2 end veAicals.
60T CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling direc�ly applied or 10-0-0 oc bracing, Excepl:
WEBS 2x4 SPP i650P 1.SE 5-11-7 oc breciny 2-14.
WEDGE WEBS i Row at mid 1 6-
P 12.9-11,8-11,4-14
Lek'.2x4 WW SWtl MiTek recommentls�hat Stabilizers and required cwss brecing
I be ins�alled tluring�russ erection,in accordance with Stabilizer
Installation_guide.
. _-. .- . .._-- . ._-__
. Qb/size) 2=1057/0-5-8 (min.0-1-15),14=4851/0-5-e (req.0-7-10),11=2960/0-5-e (min.0-445) �� -
Max Horz 2=233(LC 34)
Max Uplift2=-109(LC 28�,14=-i4(LC 36)
Max Grav2=1236(LC 14),14=4851(LC 1),11=3148(LC i6)
FORCES. (Ib)-Max.Comp.IMax Ten.-All forces 250 pb)or less excep�when shown.
TOP CHORD 2-15=-179/1413,3-15=110/1733,3-4=-75/1542,4-5=-2997/36,5-6=3683/48,
6-ifi=1897/79.7-16=-1459/74.7-8=-1662/82,9-11=-708/50
BOT CHORD 2-17=-1342/53.14-17=-1342/23,14-18=-56/1430,13-18=-106/1430,13-19=-22/2041,
19-20=-22I2041.12-20=22I2041,1221=28/81Q2L22=-281816,1L22=-28/816
WEBS 3-14=-2058/67.4-13=0/1974,5-13=2358/79,6-12=-1795172.7-12=-41/751.
B-12=�I1131,8-11=2568/13.6-13=0/1590.4-14=-4081/68
NOTES-
1�Wind:ASCE 7-10',Vul�=1 i5mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BW L=6.Opsf,h=25ft;CaL II;Exp B;enclosed;MWFRS
(emelope)',can�ilever left and righ�exposed;end vertical letl and right exposed',Lumber DOL=1.33 pla�e grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 psf(Oat roo(snow)',Ca�eqory II;Exp e;Partially Exp.;Chi.i nPp p ��� �1'
3)Unbalanced snow loads have been considered for Ihis tlesign. �,�`` � ����� F'vs
4)This�mss has been designed for grea�er of min roof live load of 20.0 ps/or 2.00 times Fla�root load of 100.0 psf on overhangs
nommncurremwithotherliveloads. V���PP`U� 9j�.F�
5)AIl pla�es are MT20 pla�es unless otherwise intlicated.
6)This�mss has been designed tor a 10.0 psf bottom chord live load nonconcurreM wi�h any other live loads. i Q ���
7)'This�mss has been designed for a live load of 20.Opsf on lhe bo��om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil� 44594''
f�beRVeen the bo�bm chord and any oNer members,wi�h eCOL=IDDpsf. •
8)WARNING:Required 6earing size a�join�(s)14 grea�er(han inpul bearing size. �
9)P_109e mechanical connec�ion(by others)of�russ to bearing pla�e capable oF wilhs�anding 100 Ib uplifl at joint(s)14 excep�(jt=1b) 'Q �� �� C(��
��,•.���. �� �4
10)This huss is designed in accordance with ihe 2012 Intemational Building Code section 2306.1 and referenced s�andartl AN51/TPI 1. CC ••••�� ��
11)This Uuss has been designed�or a total drag load ot 2401b.Lumber DOL=(133)Pla�e grip DOL=(1.33) Connect truss�o resist drag SS�ONAL EN�
loads along bo�lom chord lrom 8-2-4 to&2-0 for 240.0 plf.
�ono cnse�s� sca�dam May 21,201
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5�0-] 2-10-9 3-0-8 � 2-8-8 3-��0
Scale=t30.6
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6 9
� 2x4 I�3x6% ,,
3D0�12 2x4 II ��
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9xe% %
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2x4 I I 2 / /
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- 3x4 = 2x4 'I 2x4 II 11 2x4 II 2x0 '' '�� 9 8
3xB% 3x6 - 6xID�= 3x4 =
3x6 =
� . 6.]-J- _ 11-9r0 -. -_---1YT-� ti-4-� .. . ._jZ0�0__ _�
._- s�a - . . _ a-a-s _._�. . b.s-e_. _ .. .--- 5�'�0 -----
PIa�eORsels X( V1-- .[10-2-12Edoel 13:0-2-0,0-0_101 f11:0-3-00-0-81 f18:0-1-140_t-0]
.. _- - _ ._ - ___ ... ___. _ r - - - _ . . ._-_-- ___
LOADING(ps� SPACING� 2-0-0 CSI. '�, DEFL. in (loc) IIdeFl L/d ! PLATES GRIP
TCLL 100.0 plate Grip DOL 1.00 TC 0.46 � Vetl(LL) -0.09 1-11 >999 36� MT20 169/123
(ROOfSnaw=100.0) Lumber�OL 1.00 BC 0.61 Vetl(TL) -0.16 1-11 >845 240
TCDL 15.0 Rep S�ress Incr YES WB 0.50 Florz(TL) 0.03 10 n/a n/a
BCLL 0.0 '� CodeIBC2012/TPI2007 _ _ (Ma�rix) Wind(LL) 0.01 1-11 >999 240 Weigh�:851b FT=O%
eCDL_ 10.0
LUMBER- � BRACING�
TOP CHORD 2x6 SPF 1650F 1.SE TOP CHORD S�mcWral wood shea�hing direclly applied or 4-11-13 oc purlins,
BOT CHORD 2x4 SPF 1650F 1 bE except end veAicals.
WEBS 2z4 SPF ifi50F 1.5E BOT CHORD ftigid ceiling direc�ly applied or 10-0-0 oc bracing, ExcepC
OTHERS 2s4WWSNd 6-0-0ocbracing:9-10.
IMiTek recommends�ha�StabBirers and required cross bracing I
'�. be inslalled during�mss erection,in acwrdance wi�h Stabilizer I
'i�Installation ouide. J
REACTIONS. (Ib/size) 1=1�56/0-5-8 (min.0-1-12�,10=3137/0-6-8 (min.0-6-3)
Max Horz 1=99(LC 7)
Max Grav 1=1098(LC 14),10=3934(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 pb)or less excep�when shown.
TOP CHORD i-2=-2474/0,2-3=-1228/0,3-4=-88/1801,45=-76/V28,6-9=-449/13
BOT CHORD i-11=0/2319,10-11=0/486,9-10=386/12
WEBS 2-11=t4A1/42,3-11=0/1039,3-10=-2378/0,4-10=-1068/31,5-10=-2036145,
5-9=-14/638
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gusq Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp B�,enclosed;MWFRS
(envelope�;can�ilever IeH and right exposed;end vertical left and right ezposetl;Lum6er DOL=1.33 plate grip DOL=1.33
2) Tmss designed for wind loads in Ihe plane of fhe�mss only. For studs exposed lo wintl(normal to the face),see Standard Industry
Gable Entl De�ails as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-10;Pf=100.0 psf(�al mo(snow�;Category II;Exp B',Pahially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
s�cabie swas sPa�ea a��-a-o o� �PD 0 LICF
6)This Uuss has been designed for a 10.0 psf bottom chord live load nonconcurrenl wi�h any other live loads. �Q ••"'•�• /j/s
7)'This iruss has been designed for a live loatl o120.Opsf on lhe bo�mm chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will 0 �J� � �`
f��belween the botlom chord and any olher members. � :�QP 9/L���
8)This tmss is designed in accordance with�he 20121ntemalional Building Code section 2306.1 and referenced standard ANSI/TPI L �Q` ���
i Q'
LOAD CASE�S) Standard 44594 D:
o.✓ .
.
�..• .��
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�SS�ONALEN�
May 21,201
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Scale=1 49.5
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]x10 = 9
5x10M185HS - 4x6- 4x6= Sx10Mi8SHS =
F ___ _ 4�542 I 8_3-G ._ _. 13-8-2 � 1]-0-8 ..__ 21-i1�A__�
.. 4.542 3-9-8 5.4-14 3�8-6 � 4-6-02
Plate Offsets(X Y1-- 12'.0-r1-8 03-41 f5:0-2-0 0-3-01 f7:0-2-0 0-1-12�,j10:0-2-8 04-81 f12-0_5_-0 0-3-01 �- �
LOA�ING(ps� -.._I__. ._ . . �. . - __ - . - - . -
TCLL 100.0 SPACING- &0-0 CSI. �EFL. in (loc) Ildefl L/d PLATES GRIP
PlateGripDOL 1.00 TC 0.94 , Vert(LL) -02111-12 >999 360 MT20 169/123
(RaofSnaw=100.0) WmberDOL 1.00 8C 0.93 Vetl(Ty -02811-12 >915 240 Mi8SH5 169/123
TCDL 15.0 . qep Stress Incr YES WB 0.87 Horz(TL) 0.13 9 n/a n/a
.80DL_ 10.0 CodeIBC2012RP12007 (Ma�rix) Wind(LL) OD21142 >999 240 i_ Weigh�:1471b FT=O%
LUMBER- BRACING�
TOP CHORD 2n6 SPF 2100F 1.8E'ExcepP 70P CHORD SlmcWrel wood shea�hing directly applied or 2-&0 oc purlins, encept
1-5:2x10 DF No2 end verlicals.
eOT CHORD 2x4 SPF 7650F 1 SE'EZCep�' BOT CHORD Rigid ceiling direc�ly applied or 2d-0 oc bracing.
2-12:2x4 SPF 21 WF 1.BE WEBS 1 Row at midpt 8-9,6-10,7-9
WEBS 2x4 SPF 1650P 1.5E'Except' MiTek rewmmentls iha�Slabilizers and required cross bracing
4-12,5-12,6-11:2x4 WVJ Stud be installed during�mss erec�ion,in accordance with Stabilizer I
SLIDER Left2x4WW5Wd2-11-9 Ins(alla�ionguide. . �
REACTIONS. (Ib/size) 9=2635/0-5-8 (min.0-5-8�,2=3526/0-5-8 (min.0-415)
Max Harz 2=255(LC 31)
Max Uplifl2=-119(LC 28)
MaxGrev9=3523(LC'IS).2=3910(LC 15)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 2-3=-5147/127,3-4=-4671/118,4-5=S25D90,5-13=3860/104,6-13=-3573I82,
fi-7=2258/88,7-8=281/131.8-9=-62 V23
BOT CHORD 244=268/4187,1214=268/4187,i i-12=0/4948,10-11=0/3374,9-10=-6/1957
WEBS 4-12=-22/662,5-12=-259I209.5-ii=-1834I10,6-11=0/1036,6-10=-2463/13,
�-io=oreo�s,�-s=-aaaoro OQ.PpO LICF^'
NOTES� O� •���• UL•��'VSF
1�Wind:ASCE 740;Vu1�=115mph(3-second gus1)Vasd=9lmph;TCDL=6.�psF;BCDL=6.Opsf;h=25tt;Cat.II;Exp B;enclosed;MWFRS V :�QA 9�G�� Q
(envelope)',can�ilever lefl and ngh�exposed;end vertical lef�and right exposed;Wmber DOL=1.33 pla�e grip DOL=133 �Q, �•.
2)TCLL:ASCE 7-10:Pf=100.0 psf(Oat roof snow�;Category II;Exp B;Patlially Exp.;Ct=1.1 � �� ,
3)Unbalanced snow loads have been considered for lhis desiga �7 �7 G n^y'
4)This truss has been designetl for grea[er of min roof live load of 20.0 psf or 200�imes fla�roof loatl of 100.�ps!on overhangs ' • '+�tJ��+ .
nomconcurrent with olher live loads. �•� �
5)All plates are MT20 plates unless olherwise indica�ed. � �� � �
6)This lmss has been designed for a 10.0 psf bo��om chord live load nonconcurren�with any other live loads. O ���4
7�'This Guss has been designed(or a live load of 20.Opsf on�he bo��om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will FF��'�.....�•�� \
fil between�he bottom chord ana any o�her members. SS�ON^L�N�
8)Provitle mechanical connec�ion @y others)of Uuss�o bearing plate capable of wi�hstanding 100 Ib uplifl a[joinqs)excepl Q�=1b)2=119. r�
9)This lmss is designed in accordance wi�h lhe 2012 In�ernational Building Code seclion 2306.1 and referenced s�andard ANSIITPI 1.
10)This�mss has been designed for a�otal drag loatl of 2401b.Lumber DOL=(1.33)Plate grip DO�=(1.33) Connect Imss to resis�dreg May 21,201
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� _ 4.Sq2 ___ i . B-3.q _ �_ _ 13-8-2 _ .+. 1]-0-8 .�. 22342
4-5-02 3-9-8 5 444 3-8-6 4-11.4 � -
Plate ORsets X Y)-_2:0-1-12 03-4 5:0-2-0 03-QI f7_0-2-0 0-1-721, 72 0-2-8 0-1-81 114:0-5-0 0- 0 � � ---- - -
L� J�.
LOA�MG(PS� �� - � _� - . � -� . ._ _ _ - - -
TCLL 100.0 SPACING� 2-0-0 , CSL �EFL. in (loc) I/de0 L/d PLATES GRIP
(ROOf Snow=100.0) Plate Grip DOL 1.00 TC 0.94 � Vert(LL) -022 13-14 >999 360 � MT20 1691123
TCDL 15D LumberDOL 1.00 BC 0.95 Vetl(TL) -02913-14 >901 240 Mi8SH5 169/723
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Code IBC2012/TPI2007 (MaUix
_BCDL ._ .10.0 __ _.. L ) __�__ Wind(LL) 0.021344 >999 240 � Weigh�:1481b FT=O%
LUMBER- _ _-.. - _ ._ _ _. _-.. ___. ..
BRAGNG- - � �� � -� .. .
TOP CHORD 2x6 SPF 2100F 1.BE'Excep�' TOP CHORD SGUCWraI wood sheathing directly applietl or 2-2-0 oc pudins, except
1-5:2x10 DF No2 entl verlicals.
BOT CHORD 2x4 SPF 1650F 1.SE'ExcepC BOT CHORD ftigid ceiling direcUy applietl or 2-2-0 oc bracing.
2-14:2a4 SPF 2100F 1.8E WE85 1 Row a�midpt 8-11,642,7-11
WEBS 2x4 SPF 1650F 1 SE'ExcepP MiTek recommends Nat S�abilizers and required cross bracing
4-14,5-14,6-13:2x4 WW S�ud be inslalled durin �mss erection,in acwrdance with Stabilizer �
SLIDER Lefl 2x4 VJW S�ud 2-11-9 9
.� Ins[allatioqguide.
REACTIONS (Iblsize) 11=2722/Mechanical,2=3569/0-5-8 (min.0-5-0)
Max Horz 2=258(LC 31�
Max Uplik2=-118(LC 28)
Max Grev 11=3641(LC 15),2=3949(LC 15)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 23=523�/724,3-0=-4753/104,4-5=5347/88,5-15=3986/102,6-15=-3708/81,
6-7=2418/87,7-8=-305/142.841=-729/25
80T CHORD 2-16=255/4260,14-16=-255/4260,13-14=0/5038,12-13=0I3502,11-12=-4/2117
WEBS 4-14=-22/882.5-14=-268I206.5-13=-1790/11,6-13=0/1013,6-12=-2407/13,
�-iz=onoas,�-ir-ssaaio PppO UCF
NOTES- O�O••''pul�9'Ls`co
i)Wind:ASCE 7-10;Vu1�=115mph(3-second gust)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MWFRS V Q �
(envelope�;cantilever lefl antl nght exposed;end vertical lef�and righl exposed�,Wmber DOL=1.33 plate grip DOL=1.33 ��� L'
2)TCLL:ASCE 7-10;Pf=100.0 psf(�at roof snow);Ca�egory II;Exp e;Partially Exp.;Ct=1.1 :Q tn'
3)Unbalanced snow loatls have been considered tor Ihis design. _/ • � 44594 D:
4�This imss has been designed for grea�er of min roof live load of 20.0 psf or 2.00 times Flal roof load of 100.0 psf on overhangs � - �
nommncurrent with other live loads.
5)All plates are MT20 pla�es unless olherwise indicatetl. � : Q
6)This�mss has been designed for a 10.0 psf bottom chord live load nonconcwren�wi�h any olher live loads. �Q�i��.. ��.��lV�
7�'This imss has been desiqned for a live load of 20.Opsf on ihe bo��om chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will .�.��•
01 between�he bo��om chord and any o�her members. �cSS� N�?�
8)Refer to girder(s)(or�mss to truss conneclions. �N{,�-�
9)Provide mechanical connection(by o�hers)of�mss to bearing plate capable of wi�hs�antling 100 Ib uplift at join[(s)excepl(jl=1b)2=118.
10)This truss is designetl in accordance wi�h�he 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. M8y 2�,2��
�WARNING V lyd l8 V � dFEqpNOTE50NTHI5ANDlNLLI/OEOMIiEKREF£RANLEPqGEMII)Ib .OUINPOISBEFOREUSE.
Oeig oldi o ly 'iFm1 k ect .Th deSg b tlo ly p p o t I m o tl � 'ntl 'tl Ib 'Id g< po anL � �� I
Appl bl�y Itl -g p o ete tlpope- p Yo of p e �T p "b'I'tYOfb Id gtles'g �n �� sstl -g .9 gshown
'sbrlol I ppot 1-d tl I eb e b o ly. AtlQ� olte p ryboc gl � reslabl�ytl ' gm sl t ' IM1e aspa still�yolihe �/
erecto Atltl� Ipe a ibo � go1iF allsimci Ile esp nsblryollF b Il�ingde�g r.Por9e eolg-tl cerag d' g �y���8� '
�obr ( .q�ol ty con� I,ito ge,tlelivery.e etYOn antl b oc g, nsNl pN31/IDIt Qoollly Criter�a �SB-09 ontl BCSI BvIlEing Componenf )»)Greenback Lane
�, $OfO�y I I XOn Oval bl f imS3 PI � I SIINte.J81 N.L e$I e 1.$Vi1B 312 AI dAp.VA 2231E_ Su10109 I
. - . . . . . _ -- _- __. I. CVUSHei9M16.LA 9.Sfi]Il__ _ . .
Job Truss ITmssType aly �Ply ��on'sRmgelBitl93/eool �
R44532855 I
IOJ020-150 O1N MONOPITCH IP 1
�_ I J4b Reference(qpUpnylj __ _ _ _ ..__.�
Alpineiruss. Mon(mse.CO-B1G01 ]fi20aMarP]2015Miiekln�us4les,Inc. ihuMay210848A52015Page1
I D:6H?acMl6c4eBLHn�43d�bjzXm00-UCpU6dOxpcONSLpptEvowEFqxX3TLTPvT270wE Ib8
NOTES�
11)This Imss has been designed for a tolal drag load of 2401b.Wmber DOL=(1.33)Plate grip DOL=(1$3) Connec�Imss to resis�drag loads along botlom chord(rom 0-0-0 to
1-0-0 for 240.0 pif.
LOAD CASE(S) Standard
�WARNING-Veriiydeslgn paremelers antl ftEAO NO�ES ON THIS ANO INLLODEO MITEK REFERANLE PAGE Mll-01)3 rev.OL1N10156FFORE USE.
�esg ol'tl� eo ly IbMiek � .ih desg ' b d ly po poa � sh d'sfo a ' d-tl Ib 'Id q<o po e 1 ��
hppl til�y Itl siq poo f tlp pe �cop a� I Po e 1 p -tiflyoib 'Id gtle g r �� ssdesg e_8 � g 1 vn
Isl I t I ppotol' d-tl I b e bo o ly. Atldt ol�e p ryb -Blo' soreslatillyd � g n�VC�o ' �h sp bllly ItM1a �����
ereclor_Atldtonalparmanenibmcngoliheoverollstodo�e'sllieresponstil'ryollFebullangtlesgner.Porqe ral9udantereBardng ,
fabticolion.quallty tonVOl.zbmge,tlelivery.erecllon ond bmcing,consW� ANSI/IPII poality Ctlfetla,DSB-09 antl BC51 Bullding Component ))))p�eanback Lane '
Safety In�ormaXOn aiallable irom lmss Plote InsGW�e,I81 N.lae SVaet.Suife 914,Alexandiio.VA 2231 d_ Sul�e 109 I
� . . . _._-_. __CitmsHe�9M1IS.GA 95fi10—
.Job Tmss TrussType - �Oty- �p�y �R�age/Bm93iROO1 - � � � - -
030R0-05B OtAp IGF6LE � I ' I RJ45J28�
- Job Ref rence o liona�_
NpineTruss, MonVO5e,C0-81401 � ).620sMar2)2015MiTeklnJUSlnes.lnc. ThoMay2108:48:0�2015 Page1
I�:6H?ocM16c4e8LHn043dQbjzXm00-RbxE%J16LDHaIPVCwHHNILJtlDkGjxE2%NmXESgzElb6
-3'�"� .� . ._ . - _ _ 22-342 _ - _ ..
3"�'� 123-12 _ - _ . �
qx4 '�I Scale=1�.50.8
� 5x5% 1314
�
aoa hz
2x4 li ��
zxa ii
2xa q m / 11
2x8 'I 9 I
�I 2xq II
� 2x4 II ps � /
2x4 'I s /
Bx8 % 5
3z10 II 4 I
I 2 3 �� II I ' I i I I I II I
�° �__ �_ J � _ �__ � ____ � �_---
'fl` _. .- = �J-_ _ _
.._ 12x12 = 25 24 23 22 21 20 19 18 1] ifi 15
3x6 II 2xG II pxq II pxq II yxq II 2x4 II Sr5 = px4 II px4 II 3x6 II 6x6 -
F- - _ . _ _ 22.3-12 _.__.
22-3-02 ____. _—_ ._ _. —_ . .
- _- _ - _ . _ . _ _ _ _ _ -. ._- - _ _ - _ _-
_Pla�e Offsels Xy)'--2'.Ed e 03-8], 3:0-7-9 0-0-121 f4.0-4-0 03-81.119:0-2-8 0-3-J_ . - � �--
_._. —
LOADING(psQ � �i � � I- � � I
._ — —_ _
TCLL 100.0 SPACING- 2-0-0 C51. DEFL. in (lac) I/defl Ud PLATES GRIP
(ROOfSnow=100.0) PIa�eGripDOL 1.00 TC 0.82 il Vetl(LL) -0.01 1 nlr 120 MT20 �g7ryqq
iCDL 15.0 LumberOOL 1.00 . BC 0.68 Vert(TL) -0.02 1 Nr 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) -0.08 i6 n/a n/a
BCDL _ 10.0 _1_ CodeIBC2012/TPI2007 I (Matrix) '� � WeighC15616 FT=O%
_ _. ._ . __�__ — _.
LUMBER' BRACING- �- ��� —� � � -- — �
TOP CHORD 2x6 SPF i650F 1.SE'ExcepP 70P CHOftD SirucWral wood sheathing directly applied or 4-2-1 oc pudins, except
1-4'.2x10 DF No2 entl vehicals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling direcBy applied or 3-1-12 oc bracing.
WEBS 2x6SPFi650FiSE'ExcepC WEBS iRowatmidp� 13-15,1&15
12-15:2x4 SPF 1650F 1.5E MiTek recommentls�ha�Stabilizers and re uired cross bracin ,
OTHERS 2x4 SPF 1650F 1.5E q g
WEDGE be installed during�mss erec�ion,in accordance wi�h S[abilizer
Left'2x4 SPF i650F 1.5E . Installa�ion guide. _ _ ._ _ _ _ I
REACTIONS. All bearings 22-3-12.
Qb�- MaxHOrz2=238(LC30)
Max Uplift All uplifl t001b or less at joint(s)18,19,20,22,23 excep�
14=324(LC 29),15=-1309(LC 35),2=2900(LC 28�,16=-1452(LC 28),
17=-193(LC 36),24=286(LC 29�,25=-�354(LC 14)
Max Grav All reactions 2501b or less a�joinqs)except 14=354(LC 34�,15=1321�LC
24�,2=3445(LC 25),16=1562�LC 45),17=671(LC 25),18=706(LC 15),19=695(LC
15),20=705(LC 15�,21=662(LC 75�,22=507(LC 15),23=519(LC 1�,24=675(LC
22),25=754(LC 28)
FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250 pb)or less except when shown.
TOP CHORD 2-3=5813/5591,3-4=-4933/4771,4-5=-4369/4218,5-6=3801/3659,6-26=3266/3143,
7d6=2960/2815.7-8=2769/2637.8-9=2263/2140.9-10=-1715/1625,10-11=-7166/1094.
1142=778/714.12-13=639/594,13-15=-002/400
eOT CHORD 2-25=-4950/4949,24-25=-4496/4427,23-24=-4033/4012,22-23=3545I3524,
21-22=-3057/3036,20-21=2569/2547,1&20=2080/2059,18-19=-1583/1561,
n-ie=-iiosnoaa,is-n=sisiesa,is-is=szvsoo ��p,DO LICF
WEBS 12-16=-1461/1434.11-17=643/240.10-18=-667177,9-19=-655/39.8-20=-664/36. �, � �'••�'..
7-21=-622/25.6-22=466/56.5-23=-483/58,4-24=-630/37fi,3-25=-704/1284. ��Q�QAU� 9�s�.O
1&15=-1602/1604 �
i Q. _..., mp�
NoTES. E44594 D:
i)Wintl:ASCE 7-10;Vult=115mph(3-second gusq Vasd=9lmph;TCOL=6.Opsf;BCDL=6.OpsF h=25N�,Ca�.II;Exp e;enclosed;MWF �--� � •
(envelope�;cantilever left and right exposed;end verlical left and right exposed;Wmber DOL=1.33 pla�e grip DOL=1.33 q• ���f�
2) Tmss designed for wind loads in�he plane of Ihe�mss onty. For studs exposetl to wind(normal lo�he face),see Slantlard Intlustry .fjO:� .:��
Gable End Details as applicable,or consult qualifed building designer as per ANSI/TPI t �
3)TCLL:ASCE 7-10;P(=100 0 pst(flat roof snow);Ca[egory II;Exp e;Patlially Exp.;Ct=t� '`•�'•�����.�•'�
4)Unbalanced snow loads have been consideretl for this design. �tSS�ONAL�N�?�
5)This�mss has been designed for grea�er of min roof live load of 20.0 psf or 2.00 times flat wof load of 100.0 psF on overhangs
non-concurrent with olher live loads.
6)Gable requires con[inuous bo��om chord bearing. May Z�,2��
����
�W�AFN�IN�G'� �l'al/9 M1Mik' �R�EA�flO�E5�N1�I5A�DIHC��E�MITEKREFERANCE�AGEMII)d� � O�1d�1�8EFORE�SE �'
App bltyoltl g P �esatlp p ' opo Y olco p f esp btyolb Id gtl ga- �� sde�g rB c qsM1Own ��
'slo I t I ppo�oi' d tl I� b e b I/. Addl Ite po ryb gb ! Itytl � g st t � �le espo till�yoilFe �'�e�
emclo Adtli Ip o a ib � g I�leo II � �I � �h eponsAl�y f�Yeb ld gtl g .Porge oolg �d nceragaQng �
labr ! .q�olily co � l t mge.tleli� ry ction ontl b o< g. sul� qNSI/IFII puollN C It I .OSB-89 a tl tCSI Bvlitling C ponent ))A Greenback Lane
Sa�ety I 1 Mon ovo'lobl f om Imss Plote I �iN�e,J81 N.L 5�eelSvile 912 Ale antlna.vn 2231 d. Sate 108
- _. . . . --_ . _ -- . -__ �.. ClmsHeigM1IS.C495610_ __. I
JOb Tfu55 Tfu55 Type Qly Ply Lion's Rmge I Bmg 3/Raoi
03020d5B D1AD GA9LE — Ib ' J bReterence o tional _ _ _ R44532856�
__ — _ �
hlpineTruss, Monlmse,CO-81401 ]620sMar4]2015MITeklnauslnes.Inc. TM1OMay2t08:<8:082015Page2
ID�.fiH?QcMI6c4e8LHn043tlQbjzXm00-vn Vclf2pfiXPRMV40U?oc�ZsozBCygh Ihb�Hn?6zEIb5
NOTES-
8)This imss has been designed for a 10.0 psf bottom chord live load nonconwrren[with any other live loads.
9)'This lmss has been designed for a live load of 20.Opsf on lhe bottom chortl in all areas where a rec�angle 3-6-0 tall by 2-0-0 wide will fit behveen�he bo��om chord and any
o�her members.
10)Provide mechanical connec�ion(by o�hers)of�russ to bearing pla�e capable of withstanding 100 Ib uplift at joint(s)18,19,20,22,23 except Qt=1b)14=324,15=1309,2=2900,
16=1452,17=193,24=286,25=1354.
11)This Uuss is designed in accordance wi�h the 2012 Intema�ional Building Code sec�ion 2306.7 antl referenced standard ANSI/TPI 1.
12)This Imss has been designed for a to�al dreg load of 240 plE Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connect Iruss to resist drag loads along bot�om chord from 0-0-0 lo
21-11-0 far 244.1 plf.
13)This Imss has large uplift reac�ion(s)hom gravity load case(s�.Proper connection is required to secure Uuss against upward movemen�at�he bearings.8uiltling designer mus�
provide for uplift reac�ions indicated.
LOAO CASE�S) S�andard
�WARNIN�-Veriry Jesign paremelars anJREAU NOIES ONTNIS AND INCLUDED MITEK REFERANCE PAGE MIL)O]iev.OL1N1015 BEFORE USE.
Desg Itl� anly 'tl Miek eclors.itisdesqn ibasedonlyopo p 1 ifioN tl- lo a - d tl albold 9<o p nL �� I
Applmbl'lyoldei9npa f dpmperntorpomfonofcomponen�� ponsblryotbl�gtlesge - oll d ger.BO gfiown ,
'storloleal opp 1o�-d-tl al eb embenonl�_Atld(onallemporarybac g10- est bl'tyd ' 9 s! ! - 1h esp fb'll�yollFe ��I��
eclor. Adtll oral parmanen�bmc ng o�I6e ovemll simtto�e'S ilie respons ti I'�y of�ha bultling tles gner.Por geraml g�tlo�w re9ard'ng
lob�icotion.qoolity mnlrol.s�omge,tlelivery.ereUion ond bmcing.c isull AN51/iPll pvality Ctllerla.USB-09 and EC519ulltling Component )))�Greenback Lane ����
Solety InlormoNOn walloble Irom imis Plote Im�ilute,J81 N.tee SheetSaite 312 Alcyantlda,VA 22314_ SWte 108
�_. . _ . _ _ _ . . ._CiWSHeigM1IS.CA95fill1 �I
- - - - -
Job � Tmss ITmssType � -�� ,ply'Py �oo�sRiageiemg3/ROOf � � �
R4A53285)�
,0�15B D1G GABLE �� � � ,
- ! __ LOb_Ref�(op�ional
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, . . _ 21-11_-0
.. 21-11-0 � _- — _ - _ . _ _ _ �
4 00 I12 S<ale=1�A5.3
6x6 % 4x4 II
10 15
13
BxB % 12
11
10
9
8
q � /
HI 6
5
I / ��; il i I .
2
�
' ��-_ �--�_�_ _r � _ �-__� � _� � _
�� : � �_��
Sx10 % 29 29 2] 26 25 24 23� 22 21 20 19 18 1] 18
3x6 II Sx5 =
��_ . .. - .__ ._ _ _21-11.4 _- -.. .
21-01-4 �- - - --- -.-..
._ _ - _ _ ._ _ _ .- — _ —
_Pla�e ORsets LX,V)-- f1:03-iS,Edge 10:0-0-0,0-4=8 14:0-3-0,0-4-01 116;0-2-4 0-3-0],[22:0-2-8 0-3-0] � �� �
TOADING(P5�00.0 �ACING- � 2-0-0 CSI. � DEFL. in poc) I/de0 LPo �P�pTES � GRIP �
(ROOf Snow=100.0) Pla�e Grip DOL 1.00 TC 0.43 �� Vert(LL) n/a - n/a 999 MT2� 197/144
TWL 15.0 LumberDOL 1.00 ��., BC 0.66 Veh(TL) n/a - n/a 999 I
BCLL 0.0 ' Rep Stress Incr YES WB 0 71 � Horz(TL) -0.08 17 Na n/a �
Code IBC2012/TPI2007 I MaVix
BCDL __ 10.0 ___�, � � . � WeighC13716 FT=O%
LUMBER- � _. � _ �'. .. _ �.- eRACING-_ — �— � . — _—� -
TOP CHORD 2x6 SPF 1650F 1.SE TOP CHORD StrocWral wood sheathing directty applietl or 3-10-13 oc purlins,
BOT CHORD 2x4 SPF i650F 1.5E excep�end vetlicals.
WE85 2x4 SPF 1650P L5E BOT CHORD Rigid ceiling direcUy applied or 3-1-11 oc bracing.
OTHERS 2x4 SPF 7650F 1 SE MiTek recommends that S�abilizers and required cross brecing �
be ins�alled during truss erection,in accordance wilh Stabilizer
Installation guide. i
REACTIONS. All bearings 21-11-4 � - - - - � - -- --
Qb)- Max Hoa 1=178(LC 33)
Max Uplifl All uplifl 100 Ib or less a�joint(s)19,20,21,22,23,24,25,2Q 28
except 1=-1602(LC 27),16=-1178(LC 30),17=993(LC 27),18=-298(LC 29)
Max Grav All reactions 2501b or less a�joiM(s)excepl 1=1747(LC 34�,16=1184(LC
43),77=1075(LC 34),18=553(LC 24),19=463(LC 14),20=453(LC 14),21=453(LC
14),22=457(LC 14),23�57(LC 14),24=453(LC 14),25=396(LC 14),26=334(LC
1),27=388(LC 16 29=1128(LC 14)
FOftCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less eacep�when shown.
TOP CHORD L2=-5319/507$23=4225/4086,3-4=3845/3724,4-5=353D3419,5-6=-3192/3082,
6-7=-2851/2744,7-8=-2509I2401.8-9=-2179/2079.9-70=-1820/1726.10-17=-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=-2994/2975,2425=-2674/2655.23-24=235412335,22-23=2034/2015,
21-22=-1705/1686,20-21=-1395/1376,19-20=1075/1056,18-79=-7551736,
17-18=-435/416.i6-17=299p80
WEBS 14-17=-939/925,13-18=-538/319,12-19=A36/50,ib20=-426/59,70-21=-427I66,
9-22=-430/75.8-23=-429/48,7-24=-427/20.6-25=-367/17,5-26=-313/16.4-27=-324/i6. OQ�P�O ��CF
&29=989/42,14-16=1300/1307 O� •.••.�.... �
NOTES- V f�� QAU� 9�isFO
1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Ops(;h=25ft;CaL II;Exp e;encbsed:MWFRS �Q� �'��
(envelope�;cantilever lefl and nght exposed:entl vertical lefl and righ�exposed;Wmber DOL=1.33 plate grip DOL=1.33 �� Q '.... 11:
2) Tmss designed for wind loads in Ihe plane of�he imss only. For swds exposed[o wind(normal�o the face),see Standard Indus�ry E44594 D'
Gable End Oetails as applicable,or consult qualifed building designer as per ANSI/TPI 1. /^" ' �
3)TCLL:ASCE 7-10;Pf=100.0 psf(Oat wof snow);Category II;Exp B;Partialty Exp.;Ct=1.1 A:� ��
4)Unbalanced snow loads have been consitlered for this design. .p .� � �
5)All pla�es are 2x4 MT20 unless otherwise indicated. Q : \�
6)Gablerequirescontinuousbotlomchordbearing. 'C�C`��•�����.�•'�,\ \�
�)cao�e st�as sPa�ea a��-n-o oo. `S`S�ONAL�\V�
8)This�mss has been designed(or a 10.0 psf bottom chord live load nonconwrren�with any o�her live loads.
9)'This Vuss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a rec�angle 3-6-0�all by 20-0 wide will
ft between(he bottom chord and any other members. M0v 2�,2��
�WARNING V (ytl Ig p ( JREAON0IESONTHISANOINCLUDEDMIiEKREFERANCEPqGEMll1/)] OLiN}0156EFOREUSE. I �
�esg altl I o ly iF rn7 k clo s.IM1 tl -g bosed ly p pp I ho tl- 1 ' d' 'd I b 'Id' g< po enl. ��
Appl bl'yold gp �esatlpp ' copoal f poef poetilryfbiJgtl g � �fostl g .0o -ghown
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�ab ' _F ge eal �d e
.qvol ty coniml,s�oro9e tlel� ry cfon ontl b - g consull pN51/iPll puallty Ctllerlo,DSB�B9 antl BCSI Bulltling Component ! )>))Graenback Lane �
Safery I i rmaHOn ovo labla fmm iruss Pla� I t Wre.)81 R Le St ef Suite 312 ni ondda.vA 2231 d_ I 5 1 109
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NOTES-
10)Provide mechanical connec�ion(by o�hers)of truss�o bearing plale capable of withstanding t001b uplif�a�joiN(s)19,20,21,22,23,24,25,26,28 except Qt=16)1=1602,
16=1178.17=993.18=298.
11)This�mss is designed in acmrdance with the 2012 Intemational euilding Code seclion 2306.1 and referenced standard ANSI/TPI 1.
12)This truss has been designed for a to�al drag load of 240 pIC Lumber DOL=(133)Plate grip DOL=�733) ConneclVUSS to resist dreg loads along bollom chord(rom 0-0-0 to
21-11-4 for 240.0 plf.
LOAD CASE�S) Standard
�W�AftNIN�G'V ry�tl lvg p t a tl REAO NO�ES�NT��A�D INC�DE�MITEN REFFRANC�PAGE Mlln��d tl O�1N�O19 H�F��E USE. i
Applcab'I'tyoldesg p � o tlp pe ' copoaf I p e � espo sb'llyo�b Id 5tl �g r ottosstles9 B c 9fiovm ��
' poio� tl -tl al eb e be o�ly_Atld� Ite poarybac g� � est tif�ytl -Btont 1' ' Ih p itill�y f�M1a �����
n fo I � I p �
reclo. Atldllonolpernone�lbmcng I�Ieovmllsimcto�esPoerespoubl��oflpeboildnBtlesgner_FOrg emlg�tloncereqordng
lob�icolion.qvolltymnlml.s�oroge,tlelivery.erection ontl bracing.mnsWt ANSI/iYll QooIIN Criterla.DSB�09 and BCSI Bvllding Componenf ))y)Greenback Lane
Solety IniormaMOn woiloble Imm imn Plo�o Inslita�e.J81 N.Lee Skeel.SN�e 112 Alexandrio,Vn 2291 d. Sule 108
._— . _._.. _ .. —— _— ..._._._LiWSHei9ht5.CA95fitiL
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R44534858 I
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F _. _.. _ i 249-0 _ _" .� _
4 10-13
a.00�12 Scale=1 492
Gx4 I'
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8x8 = /�
i i
/"
. 3.00�12 5 %�
4x8= -'�
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,0 9 a ,
Sx12 ]x12Mi8SH5 �
Sx5 = Sx10M18SHS =
�_ 4-10-13 ___. �.... _ 10.0-f¢___ _� __ 14-8-9_ _ __ 1940-] _ pq.g.d _ �
_ ___ _ _4-1049 5-23 .__ _ .4-]-10 _ _ $4.19 � C-10-13
Plate ORSets(X,Y)--_12'.0-6-0 0-4-8],[5:0-3-72 0-4-4J,[8:0-2-0 0-1421 � - - �-�� - -
TOADING(P5�00.0 SPACMG� 2-0-0 l CSI. � DEFL. in (loc) I/defl Utl �'� PLATES GRIP
(ROOf Snow=100.0) Pla�e Grip DOL 1.00 TC 0.55 Vetl(LL) -0.30 8-9 >967 360 I MT20 169/123
TCDL 15.0 I WmberDOL 1.00 BC 0.87 Vert(TL) -0.53 8-9 >552 240 MiBSHS 169/123
BCLL p p � � Rep Siress Incr YES WB 0.87 Horz(TL) 0.15 7 n/a n/a
Code IBC2012RPI2007 � (Ma�rix) Wind(LL) OD2 9 >999 240 � Weight 1311b FT=O%
_BCpL 10.�__ _ - -. -_ .-- _ . _ -. __ _ - _ - -___ _ _. -_ ..
LUMBER- eRACING-
TOP CHORD 2x6 SPF 2100G 1.BE'Except' TOP CHORD SlmcWral wood shea�hing directly applied or 3-1-4 oc purlins, except
5-6:2x6 SPF i650F L5E end veRicals.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling direc�ly applietl or 10-0-0 oc bracing.
WEBS 2x4 SPF i650F 1.SE'ExcepC WEBS 1 Row a�midp� 6-7,4-$5-7.2-10
2-9,3-9'.2x4 WVJ SNd, 1-10:2x8 SPF 1950F 1]E �MiTek recommends lhat S�abilizers antl required cross bracing 1
be ins�alletl during(mss erection,in accordance wi�h Slabilizer
Inglallationguide_ __. _ .._
REACTIONS. (Ib/size) 7=3040/0-5-8 (min.0-0-10�,10=3040/0-5-8 (min.0-4-11) - -�-� --
Max Horz 10=259(LC 35)
Max UpIifl10=29(LC 28)
Max Grav7=3661(LC 14),10=3670(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-863/Q 2-3=-6333/56,3-4=-6370133,4-5=-2725/73,5-6=-266/90,6-7=-439/22,
1-10=-823/13
BOT CHORD 10-11=-54/5461,9-11=-99/5461,8-9=0/4583,7-6=0/2406
WEBS 2-9=0/90,3-9=-1610/53,4-9=0/2094,4-8=3027I53,5-8=0/2317,5-7=3999/0,
2-10=-5508/148
NOTES-
i)Wind:ASCE 7-10;Vu1�=115mph(3-second gus�)Vastl=9lmph;TCDL=6.Opsf;BCDL=6.�psf;h=25ft;Ca�.II;Exp B;enclosetl;MWFRS
(envelope)�,can�ilever lefl ana right exposed;entl vedical left and right exposed',Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 pst(Oa�rwf snow�;Category II;Exp B;Partially Exp.;Ct=1,1
3)Unbalanced snow loads have been considered for�his design.
4)All plates are MT20 plales unless o�herwise indicated PD Q LIC
5)This imss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. ��OP����UL��FjLSF
6�'This Iruss has been designed for a live load o�20.OpsF on Ihe bo��om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �
fit behveen�he bo��om chortl and any other members. V PA R/ �� �
7)Pmvide mechanical conneclion(by o�hers)of�mss to bearing plate capa6le of wilhs�anding 100 Ib uplifl a�joiN(s)10. :Q� �'��
8)This tmss is designetl in accordance wilh the 2012 International Bui�ding Cotle section 2306.1 and referenced standard ANSI/iPl 1. Sl•
9)This Imss has been designed for a total drag load of 2401b.Wmber DOL=(1.33)Pla�e grip DOL=(133) Connect tmss to resist drag /�� ���. � Q,D:
loads along bottom chord from 0-0-0�0 1-0-0 for 240.0 plf.
LOAD CASE(S) S�andartl ! Q
A �
'QO'� �
'(`���•.. ..�'��•��
�sS��NAL EN�\
May 21,201
�WARNING-VerityEeslgn0a�emeleisantlREADNO�E50NTHI5ANOlNCLUOEDMIiEKREFERANCEPqGEMII-00I]rev.0Y1N1015BEFOREIISE ��
De g Itlf o ly V Mi k ! .11'stle ig " b d IY�po p t zFO o d" I I d"d Ib �d g po n�.
Applmbl'ryoftl ig p ! sa dp p - p o�o ofc p nenls espo til�yo�b Id gtl -g ll Oes9 ¢0 g hown
er 1 Atldtonalp o e ib cng ��ry ly. Atltl1'o ol�e Pzponstiltyofihebo st blryd ' qco t � � �I po -blllyol�M1e ���e� �
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' eall I t � �h Iltl 9tl :B ar_FOrgenamlgodorcer gad g
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Sal ty 1 I rmaHOn o oi bl 1 om imss Piate I t t te,�81 N Lee SVeel.Su1� 912,ql xontlrla.VA 2131 d_ Sulte 108
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R44532859
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�. ... 5-0_i_ _. �_ 8-6-] 15-1-13 __ . � 21.110 _. �
5-0-1 3-6-6 64-6 6-9-]
Scale:tl4"=1'
4x6 I I
5
i 400 r1 �
4r8 %
G
�. 300!12 6x8 %
� 3 /3x10% �
2 /
]x12 M185HS II / � '
' i i
r �
ml �I -
q - --__- . ._ ...__ _"- _ "" _ _- _ " .___ _ _
I � ���10 B � � 11 6
4x10 = 4x8 MT18HS=
3x4 = 5x10M18SH5 =
F ___.. e'6-] ._ _{._ _ 154-13 _� 21-11-4 _ . _ "
8�6-0 6-]-6 6 9-]
Plale Offsets IX Y)-- 13:0-4-0 0-3-8J,_�7:0-5-Q03-0_ _ ____ _. ._ _ _. _..
-- ._- - � .. __.. __-__ _ . -__ -__._ �- __. .. . ._- - __. __-
LOADING(psQ SPACING� 2-0-0 CSI DEFL in (loc) Ildetl l/d I PLATES GRIP
TCLL 100.0 plate Grip DOL 1.00 TC 0.56 Vetl(LL) -021 7-8 >999 360 MT20 169/123
(RoofSnow=100.0) i WmberDOL 1.00 BC 0.69 Vetl(TL) -029 7-8 >903 240 I M18SH5 169/123
TCDL 15.0 '�, Rep S�ress Incr YES WB 0.92 �I Horz(TL) 0.11 6 n/a n/a � MTiBHS 1971144
BCDL 10�0 Code IBC2012/TPI2007 (Matriz) Wind(LL) -0.02 6-7 >999 240 I Weight:1141b FT=O%
_ _ . _I.. - - __ .__-_-_ -_ _. . __. _ ..___.
LUMBER- BRACING�
TOP CHORD 2n6 SPF 2100F 1.8E TOP CHORD StmcWral wood sheatM1ing direc�ly applied or 43-8 oc purlins, except
BOT CHORD 2x4 SPF 2100F 1.8E end verlicals.
WEBS 2x4 SPF i650F 1 SE'ExcepC BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-8,3-8,4-T.2x4 VJNI Stud,1-9:2x8 SPF 1950F 1]E WE65 1 Row al midpt 5-6,3-7,4-6,2-9
�I MiTek recommends tha�S�abilizers and required cross bracing �
i be ins�alled during�mss ereclion,in accordance wi�h Stabilizer .
�I Installationgu_i_d_e._ . _ __ . _�'
REACTIONS. Qb/size) 6=2686/0-5-8 (min.0-3-9),9=2686/0-5-8 (min.0-4-1)
Max Horz 9=261(LC 30)
Max Uplifl9=-0i(LC 27)
Max Grav 6=2810(LC 14),9=32�8(LC 14)
PORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shown.
TOP CHORD 1-2=-969/15,23=-4679/79,3-4=-2831/105,4-5=-370/117,5-6=-618/26,1-9=-1061/19
BOT CHORD 9-10=-77/4245,8-10=-98/4245.7-8=0/4458,7-11=0/2484,6-11=0/2484
WEBS 2-8=-12/446.3-7=-2239/33.4-7=0/1191.4-6=3242/14,2-9=�4065/142
NOTES-
1)Wind:ASCE 7-10;Vu1�=115mph(3-secona gusp Vasd=91 mph',TCDL=6.Opsf;BCDL=6.Opst;h45ft;Cat.II;Exp B;enclosetl;MWFRS
(envelope);cantilever lefl and nght exposed;end veMical lett and righ�exposed',Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10:Pf=100.0 psf(�at roof snow)',Ca�egory II;Enp e',Partially Exp.;C�=1.1
3)Unbalanced snow loads have been consitlered for this design.
4)AIl plates are MT20 plates unless o�herwise indicaled.
5)This tmss has been designed for a 10.0 psf botmm chord live load nonconcurrenl with any o�her live loads.
6)'This truss has been designed for a live load of 20.OpsF on the bottom chord in all areas where a reclangle 3-6-0 tall by&0-0 wide will �PD 0 LICF
f�behveen lhe bo�tom chord antl any other members,wilh BCDL=10.Opsf. Q •'.."�. /1/S
7)Provide mechanical connec�ion(by olhers)of huss to bearing plale capable of wi�hstanding t001b uplift a�joinl(s)9. ��' �'�
8)This�russ is tlesigned in acwrdance wi�h the 2012 International Building Code section 2306.1 antl referenced s�andard ANSIITPI 1. V�',�Q AUl 9/L:��
9)This tmss has been designed for a total dra9load of 2401b.Wmber DOL=(1.33)Pla�e grip DOL=�1.33) Connect tmss�o resist drag •Q ��
loads along botlom chord from 0-0-0�0 1-0-0 for 240.0 plt �/ �R�D'
LOAD CASE(S) Standard •
'QO�� •��:��4
�SS�ONAL EN�'\�
May 21,201
�WARNING V rytl g 0 � dREADN0TE50NTHI5ANOMLLUOEOMITEKREFERANLEPAGEMl1)1]] .OL16/30158EFOREUSE ��
Oesg Itll o ly 1M1Mlekto e � .hi tl g -sbasedoNyupo paa ! ssha tl--i ld tl alb ld gco p n�. ��
Hpplcatil'lyofdef9npoo el tlp p - op tonolcomponenl p �bllYO�b Id gtlesq e - ot�vs tles9 .B Bshown
Is�o I f al ppotot' d-tl I b beso ly. Adtl'lonal�empororyb - gl 'soraslab'Itydo g � t � �I po 'b'll�yollhe �A �
Safetyl I Mon walablefmmimssPl �al sl� ��onantlb c 4�o ml1e314 qi a��ngtlesgierFO�g Igodancaregordig IVI�1Prk I
Bre 1 . qdd�onalpe�manen�b/OCng01�1 alls�mc� �h pon b�IYa��FBbwld
tob<olo qooliry conhol.sloroge del ry t � ANSI/IPII puality Ctlterla DSB B9 d BC51 Bplldin9 Componenl y)�p Graenback Lane �
� te.]81PLLeaS�e f Su antlri .VA2231d_ 31e109
_ ._. _. _ _ ._ _ . . _ ....._�.._CWSHeiqIVS.CA95fi1d _._
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�. , 940-05 _ _ _� .._ 2141-4 . _ , —
94045 12-0-5 -�
Scele:1l4'=1'
I a00�12 3x4 % 12
2x4 II 11
2x0 .' 10
2x4 G 9
2x4 I I e
� 300�2 6x6 % �
2x4 I 6
ql 2xa II 5
2x4 !I q�/
� Sx5; �x4 I 3 /
I �'i ��I � � I .I I I �� �
° � �-_ �- �� __ ! ___-� � � _ �--�
� , I � � _
za za zz zi zo is ie n is is ia is
2x< II 3x4= 2x4 II 2x4 il 2x4 II 2x4 II 2z4 II 2x4 II Sx5 = zK4 II 2x4 II 3x6 =-
� _. _ _. ._ 21-11.4_ _ _ _. � i
21-01-4 - -. .
_PIa�eORretsIXYl– fi'0-2-803-� f6:0-3-004-8],[16:0-2-80$-01 - – - --
LOADING(psfj� � � �
TCLL 100.0 SPACING- 2-0-0 CSI. DEFL. in Qoc) I/de� Ud i PLATES GRIP
(ROO/Snow=100.0) Pla�e Grip DOL 1.00 TC 0.14 Vert(LL) n/a - n/a 999 � MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.10 Vetl(TL) n/a - n/a 999
BCL� OD ` Rep S�ress Incr YES WB 023 I Horz(TL) -0.01 13 n/a n/a
BCDL 10.0___ ' _ Code IBC2012/TPI2007 _I (Matrix) I Weight:1351b FT=O%
LUMBER- BRACING-
TOP CHORD 2z6 SPF 1650F 1.5E TOP CHORD StmcWral wood sheathing airectly applied or 6-0-0 oc putlins, except
BOT CHORD 2x4 SPF 1650F 1.5E entl verticals.
WEBS 2x45PF1650FL5E BOiCHORO RigidceilingdirecUyappliedor6-0-Oocbracing, Except
OTHERS 2x4 SPF 1650F 1.SE 10-0-0 oc brecing:23-24.
WEBS iRowatmidpl 12-13
MiTek recommends�hat Stabilizers and required cross brecing
be installed tluring�mss erec�ion,in accordance wi�h Stabilizer �
i Installa�ion guide.
REACTIONS. Allbearings21-71-4. - -- – – – --- ��-�
(Ib)- Max Horz 24=192(LC 7)
Max UpIiR All uplik 100 Ib or less at join�(s)14,16,19 except 24=217(LC 45),
13=-115(LC 30),23=-291(LC 30)
Max Grav All reactions 250 Ib or less at joint(s)excep�24=462(LC 50),13=385(LC
1),14=338�LC 50�,15=480(LC 14),16=508(LC 14),17=499(LC i),18=504(LC 1),
19=580(LC 14),2�=658(LC 14),21=658(LC 14),22=662�LC 14),23=837(LC 23)
FOftCES. pb)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-24=-436/222,L2=-354/215,2-3=-324/195,3-4=-299/172,4-5=-280/150,
5-6=260/128,6-7=-256/106
BOT CHORD 22-23=-271/245
WEBS 11-14=-285/75,10-15=-440/34.9-16=-46&28.8-17=-459/23.7-18=-464/24.
6-19=-540/27.520=-618/21,4-21=-618/21.3-22=-620/23.2-23=-622/25.
1-23=274/444
Nores. pD0 Ll�
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp e�,enclosed;MWFftS QP ��.�.���F/jj
(envelope�;cantilever lefl and righ�exposed;end veMical left and right exposed;Lumber DOL=1.33 piate grip DOL=1.33 ��' �•'QPU� �. s�.
2) Truss designed(or wind loads in Ihe plane of the lmss only. For studs exposed�o wind(normal�o Ihe(ace�,see Stantlard Indus�ry V�Q� R/G�� �
Gable End Delails as applicable,or consult qualified building Designer as per ANSI/TPI 1. � �p:
3)TCLL:ASCE 740;Pf=100.0 psf(Aat roof snow�;Ca�egory II;Exp B;Patlialty Exp.;Ct=1.1 gggQ���
4)Unbalancetl snow loads have been considered for this design. ',�6q . .�Q'''�44594 D'
5)Gable requires continuous hottom chord bearing. "'�. � ���
6)Tmss�o be fully sheathed from one face or securely braced against laterel movement(i.e.diagonal web�. � � ��
7)Gable s�uds spaced at 2-0-0 oc.
8)This huss has been designed for a 10.0 psf bo�tom chord live load nonconcurrent wilh any o�her live loads. ��'. ' �
9�'This�mss has been designetl for a live load of 20.Opsf on(he bo�tom chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 witle will CC ���•�•••'���,•\ ��
ft belween lhe botlom chortl and any o�her members. sis/�NAL�\V�
10)Provide mechanical connection(by others)of Uuss b bearing plate capable of wi�hs�antling 100 Ib uplift at joint(s)14,16, 79 excepl
�r-m�za=zn,is=iu.z3=zsi. Ma 21,201
11)This imss is designed in accordance wi�h the 2012 Inlernational Building Code sec�ion 2306.1 antl referencetl standartl ANSIRPI i. Y
QWARNING V fyd g p t OREAONOTESONTHISANDINCLVOEOMITEKREFERANCEPAGEMII)qJ OL1L3015BEFOFEUSE. �
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Salefy InbrmoNOn availoble Ir imss Plole Ins0lpte.J81 N.Lee AreeL Soile dl2 Alexandrio.VA 2231 d. I � i
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NOTES�
12)This huss has been designed for a total drag load of 24016.Lumber DOL=(1.33)Plate grip DOL=�1.33) Connect Imss�o resisl drag loads along boUOm chord from 0-0.0 to
21-11-4 far 10.9 plf.
LOAD CASE�S) Standard
�WARNING-Vetl/ytlasi9npenmelenendREADNOTE50NIHISANDINCLUDEDMITEKREFERANLEPAGEMII-1QJiev.O]HN3015BEFOREUSE I
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� . 54-9 . 8-6-] 15-i-13 ._ _ 2L114
543 3.S.A � 6.]-6 � � 6 9] � .
Scale:tld"=1'
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8
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4x6%
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5 � I
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" - - _ 863 ____. 15-1_13 21-01�4 �
86-] _-- _ __ . _ 6�_6 -. .+_ _- . __
Pla(e Offse�s X Y- [1:Edoe 0-5-2],[6.0-2-0 Edgej_ if 0:0�4-0_Edgel � � - 6 9� -
TOADING(P5�00.0 I SPACING- 2-0-0 � CSI. DEFL. in Qoc) IIdeO L/d PLATES GRIP
(ROOf Snow=100.0) Plate Grip DOL 1.00 , TC 0.57 Vetl(LL) -0.79 10-11 >999 360 MT20 118/123
TCDL 15.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -027 10-11 >951 240 M18SH5 197/iqq
BCLL 0.0 ' Rep Slress Incr YES WB 0.86 Horz(TL) 0.11 9 n/a n/a
BCOL 10.0__ CodeIBC2012/rP12007 I (Malrix) I Wind(Ly -0.02 940 >999 240 � Weigh�:1201b FT=O%
__ _ _ . - _.. �'__ - __ _ __ . . -.- _ .-___ .- --__ _
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'ExcepP TOP CHORD SGUCWraI wood sheathing directly applied or 4-5-0 oc purlins, except
b2�.2x6 SPF 1650F L5E entl verticals.
BOT CHORD 2x4 SPF 2100F 1.BE BOT CHORD Rigid ceiling tlirec�ly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF i650F 1.5E'ExcepC WEBS 1 Rowat midp� e-9,5-10,7-9
4-11,5-11,7-10:2x4 VWV SWd,142:L5X725 Microllam WL 2AE TG MiTek recommentls�hat S�abilizers antl required cross bracing
be installed during�mss erec�ion,in acwrdance wilh Stabilizer
. I n_stalla�ion_Quide,
REACTIONS. Qb/size) 9=2686/0-5-8 (min.0-3-7), 12=2686/0-5-8 (min.03-11) -�-- �---- --
Max Hoa 12=262(LC 34)
Max Uplifl 12=39�LC 27)
Max Grav9=2706(LC 14),12=2923�LC 14)
FORCES. Qb)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less excep�when shown.
TOP CHORD L2=-84/502,2-3=2496/5Q 2-0=-1968/0,4-5=-4371/79,5-6=2715/109,6-7=-2687I106,
7-8=3701116,8-9=-614/26,3-12=-1640/33,1-3=-611/20
BOT CHORD 12-13=-80/4239,11-13=-57/4239,1�-11=0/4111,10-14=0/2368,9-14=0I2368
WEeS 5-11=�I251,5-10=-1961/27,7-10=0/1033,7-9=-3089/12,4-12=2653/125
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vastl=9lmph;TCDL=6.OpsF BCDL=6.Opsf;h=25h;CaL II;Exp B;enclosed;MWFRS
(envelope);caNilever leR and right exposed;end verlical left and righ�exposetl;W mber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10;PF=100.0 psf(Oat mof snow)�,Category II;Exp B;Patlially Exp.�,Ct=1.1
3)Unbalanced snow loads have been considered for Ihis design.
4)AIl plates are MT20 plates unless olherv�ise indica�ed.
5)This tmss has been designed tor a 10.0 psf bo��om chord live load nonconarren�with any o�her live loads. Pp Q ��C
6�'This imss has been designed for a live load of 20.Opsf on the bollom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 witle will Q� �.� F/jj
ft between Ihe bo��om chord and any other members,wi�h BCDL=tO.Opsf. Q� �.•'��U �• tS
7)Provide mechanical connection(by o�hers)of�mss�o bearing plate capable of wi�hstanding 1001b uplift atjoiN(s)12. O:��PA � 9j��FQ
8)This�mss is Oesigned in accordance wilh�he 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1 �Q ��
9)This tmss has been designed for a btal drag load of 2401b.Lumber DOL=(1.33)Plate grip DOL=�1.33) Connec�Iruss�o resis�dra� • Q � SI:
loads along boltom chord Gom 0-0-0 to 1-0-0 for 240.0 plf. (�4CJ9(}y'
10)Graphical purlin represen�a�ion does not depict the size or the orien�ation o(Ihe pudin along the�op and/or botlom chord. i �
•
LOAD CASE(S) Slandard � : � ��
•
o��SS�ONAL ENC'\��
May 21,201
QWARNING-VeiiytlesignparameleisanOFEAUNOIE50NTHISANOMLWDEDMRERREFERANCEPAGEMII-)IlJrev.OL1610f5BEFOREUSE ��
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21-11J
, __—_. _ -- . 21-11J -. .
Scale=1:45.3
4x4 II
4.00�12 Bx8% 15
14
13
12
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9
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3x6 II 6x6 =
"_ _ . . 21-01-0 _ _ ._ . .
21-11-0 -- - "- '
Plate Offsels(X V�-� 11:03-15 Edge],[8:0-4-0 0-4-8 174:03-0 O-0-0I f22:0-2-8 03-01
LOADING�ps� SPACING- 2-0-0 CSI. '� DEFL. in (loc) I/deFl L/d PLATES GRIP
TCLL 100.0 pla�e Grip DOL 1.00 �, TC OA2 Vetl(LL) n/a - n/a 999 MT20 197/144
(ROOtSnow=100.0) LumberDOL 1.00 �� 8C 0.66 VeM(TL) n/a - n/a 999
TCDL 15.0 RepStresslncr YES WB 072 Horz(TL) -0.08 17 n/a n/a
BCDL 10A CodeIBC2012/TPI2007 (Matriz) �i WeighC1371b FT=O%
_- .__. _- _ . __— . . . ._____—. . - . _—___—_ -__. . ..' - _ .
LUMBER- BRACING� �
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORO SUUCWraI wood sheathing direcqy applied or 3-10-14 oc pudins,
BOT CHORD 2x4 SPF 1650F i.SE except end verticais.
WEBS 2x4 SPF 1650F L5E BOT CHORD Rigid ceiling direcUy applied or 3-1-11 oc brecing.
OTHERS 2x4 SPF i650F 1.SE MiTek recommends Iha�Stabilizers and required cross bracing �,
be installed during imss erection,in accordance with Stabilizer �
Installa�ion guide. J
REACTIONS. Allbearings21-11-4.
(Ib)- Mac Horz 1=178(LC 34)
Maz Uplifl All uplift 1001b or less a�joint(s)19,20,21,22,23,24,25,26,28
exceptl=-1599(LC 27),16=-1188(LC 30),17=-962(LC 27),18=-345(LC 29)
Max Grav All reactions 2501b or less at joint(s)excep�1=1744(LC 34), 16=1194(LC
43�,17=1044(LC 34),18=579(LC 24),19=462(LC 14),20=457(LC 14),21=453(LC
14�,22=463(LC 14),23=455(LC 14),24=442(LC 14),25=395(LC 14),26=335�LC
1).27=369(�C 1).29=1128(LC 14)
FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250 pb)or less excep�when shown.
TOP CHORD b2=5310/507�,&3=-4217/4077,3-4=3836/3715.45=3524/3410,5-6=3183/3072,
6-7=2839/2726.7-8=-2513/2409,8-9=2159/2073.9-10=-1799/1724.10-11=-1484/1403.
11-12=-1106/1042,12-13=746/694,13-14=-552/510.14-15=307/280.15-16=-259/216
BOT CHORD 1-29=-4967/4947,28-29=-394fi/3926,27-28=3594/3574,26-27=-3306/3286,
25-26=2986/2966,2425=-2666/2646,2324=2346/2326,22-23=-2027/2007,
21-22=-1697/1677,20-21=-1387/1367.i9-20=-1067/1047.18-19=-747/127.
17-18=-427/407.16-17=317/297
WEBS 14-17=-909/895,13-18=-Sfi4/366,1249=-435/54,11-20=-430/50,10.21=-427/36,
&22=-436/17,8-23=-428/62.7-24=-416/61.6-25=367/27.5-26=313/17.427=324I16. �OQ�P�Q ��CF�j
2-29=-989/42.14-16=-1324/1332 � �.�.
O ,• QpU��'• SF
NOTES� V��� R/G�� O
1�Wind:ASCE 7-10;Vu11=115mph(3-second gus�)Vasd=9lmph;TCDL=6.Opsh BCDL=6.Opsl;h=25ft;Ca�.II;Enp e;enclosed;MWFRS •Q �:
(envelope);cantilever lefl antl right exposed;end veAical left and right exposed�,Lumber DOL=1.33 plate grip DOL=133 ��
2) Tmss designed for wind loads in the plane of lhe Imss only. Por sWds exposed to wind(normal to�he facej,see S�andard Indus�ry '�.. • E4�g�
Gable End Details as applicable,or consWl qualifed building designer as per ANSIlTPI 1.
3)TCLL ASCE 7-10;Pf=100.0 psf(Oa�mof snow)',Category II;Ezp B;Partialy Exp.;C�=1.1 .p� :
4)Unbalanced snow loads have been considered for Ihis design. � ' .� ��
•
5)All plates are 2x4 MT20 unless othervvise indica�ed. �T�•.���•.•����� �
6)Gable requires continuous bo��om chord bearing.
7)Gable studs spacetl at 1-0-0 oc.
SS��NAL EN�\
e)This Iruss has been designed for a 10.0 psf bo�tom chord live load nonconwrrent wilh any o�her live loads.
9)'This Uuss has been designed for a live load of 20.Opsf on�he bottom chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will May 21,201
fil between the bottom chord and any olher members.
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fobr �on,qml tV mnhol.sbroge def ry, lion ond b oc n .tonalt RN51/IPII Qoallly Critetla.DSB�89 antl BC51 BoIIdIn9 Component ])]]GreenbackLane I
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0302I 0-15B Ic�G GABLE
hlpineTruss. Monimse,CO-81dOt � � - ----- - �- -�-- ' I�o�ReferenGe(oplional ._ __ __ __ _
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ID:fiH?ocM16c4e8LHn�43d�bjzXm00-VSD9GBLHOvkpO?ieW?ov5Lx3 i3UADSMIBQPQzEIav
NOTES- —
10)Provide mechanical connection(by o�hers)of�russ�o bearing plate capable of withstanding 1001b uplif�atjoinl(s)19,20,21,22,23,2A,25,26,28 except Q�=16)1=1599,
16=1188,P=962,18=345.
i i)This imss is designed in accordance with lhe 2012 Interna�ional Building Code seclion 2306.1 and re(erenced slandartl ANSI/TPI i.
12)This Iruss has been designed for a�o�al drag load of 240 plf.Lumber DOL=(1.33)Plate grip�OL=(1.33) Connecl truss�o resis�drag loads along bottom chord from 0-0-0 to
21-11-4(or 240.0 Pif.
LOAD CASE�S) Standard
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2-0-0 E�6�0 E-3-0 4�0�0 3d40 ]�6�8 3-99 b044 0-0�8
6x12 Mi18H5 I Scale=1'.812
]
I 4.00 12
'� 9 00��,12
8 8x8 �
4x4 II
1] 9
4x8 i �� �
30�I�p s
{� Bx10 = �
Bx8% 5
In
3x6� � � I
� �J�/��� - -__. _-_ _ - _ .
^ L
Sx8 il 14 13 18 11 19 20 N
6x8 = vx5 - 6x8 - Sx10 M185HS��-
F._____ . e-B.A_. i 12-8-4 � 15-0144 �i ___ 2I3gG � 3pJ-12 .�
8�8-0 A�0-U 3340 113-15 3�044
Plate Offsels LX,Y)-.(2'.0-3-8 Edo,�[4'0 2 0,0-3_O1.f5:�-5-12.0-3-81,.�9.0.2-0,0-1_1�[13 0 2$0_3_4L __
LOADING(psQ SPACING 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP �
TCLL 100.0 plate Grip DOL 1,00 ' TC 0.59 Veh(LL) -0.09 12-13 >999 360 MT20 169/123
(ROOfSnow=100.0) WmberDOL 1.00 ', BC 0.64 Veh(TL) -0.1712-13 >999 240 MiBSHS 169/123
TCDL 15.0 RepStresslncr VES � WB 079 Horz(TL) 0.05 11 n/a n/a MTiBHS 197/144
BCDL �p.p CodeIBC2012/TPI2007 �atrix) Wind(LL) -0.031142 >999 240 I Weight20716 FT=O%
_ - _. . - - - - . _ _ - __ _ . _._.__ ... _ . _. ___ _- _
LUMeER- BRACING-
TOP CHORO 2x6 SPF i650F 1.SE'ExcepP TOP CHORD StrucNral wood shea�hing direc�ty applied or 6-0-0 oc putlins, excepl
4-5'.2z6 SPF 2100F 1.8E,5-7:2x8 SPF 1950P 1]E,1-4:2x10 DF No2 entl vetlicals.
BOT CHORD 2x4 SPF i650F 1.5E BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing, ExcepC
WEBS 2x4 SPF i650F 1.SE'Excep�' 6-0-0 oc bracing&14.
6-13,4-14,9-11,8-12,5-13:2x4 WW Stud WEBS 1 Rowat midpt 5-14,6-12,9-11,7-12,8-11
WEDGE MiTek recommends that Sta6ilizers and required cross bracing �
Left:2x4 VJVJ S�ud be inslalled during�mss ereclion,in accordance wi�h Stabilizer
�Ins�allation uiq de. _ _ _ _ __.
REACTIONS. (Ib/size) 2=1210/b5-8 (min.0-2-8),1 4=4 31 010-5-8 (req.0-6-12),11=2fi55/0-5-8 (min.0-040)
Max Horz 2=230(LC 9)
Max Uplift2=-87�LC 6)
Max Grav 2=1583(LC 30),14=4310(LC 1),11=2952(LC 16)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 2-16=871/348,3-16=538/470,3-4=-105/1251,4-5=88/1203,5-6=-2613/0,
6-17=-2007/7.7-17=-1297/37,7-8='1425/60.9-11=-697/49
BOT CHORD 2-14=323/559,13-14=-61i614,13-18=92136,12-18=-2/2136,12-19=-t9l713,
19-20=-19/713,1L20=-19/713
WEBS 6-13=-470/105,3-14=-1528/246,5-14=-3541/0,6-12=1421/58,4-14=-1578/54,
8-12=0I1025,8-11=-2305/0,5-13=0/803
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);can�ilever lefl and righ�exposed',end verlical left and righ�exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(Oat roof snow);Category II;Exp e;Pahially Exp.;C�=1.1 PPp 0 LICF
3)Unbalanced snow loads have been considered for lhis design. Q ��..�...� �/
4)This lruss has been designed for greater ot min roof live load of 20.0 ps�or 2.00�imes flat roof load of 100.0 psf on overhangs Q� •QP�J� '� sF
non-concurren�wi�h other live loads. V�Q.� R/G �
5)AIl plates are MT20 plates unless otherwise indicaled. � ��
6)This imss has been designed for a 10.0 ps(bo�bm chord live load nonconcurrenl with any o�her live loads. � •Q • ��•
7)'This Uuss has been designed for a live load of 20.Opsf on the bollom chord in all areas where a rectangle 3-6-0 tall by 2-0A wide , 44594 D�
f�behveen�he bottom chord and any other members,wi�h BCDL=tO.Opst. � '
6)WARNING:Required bearing size at joint(s)14 greater ihan inpu�bearing size. -O ��
9)Provide mechanical connection(by others)of�mss m bearing pla�e capable of withstanding 100 Ib uplift a�joinqs)2 'QO'� ����
10)This�mss is designed in accordance with�he 2012 Intema�ional Builtling Code sec�ion 2306.1 and referenced s�antlartl AN51/TPI 1. ,(������ .• ��
.�•.�• �?
LOADCASE�S) Standard sS�ONALEN
May 21,201
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3x8% 13 2x4 I 12 24 �� 25 28 10
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2x4 il
�. 8-8-0 . 12-8-4_� 15-11-1�_ . 2]-3.14 _ . _. 30 0 12 .
e-8�4 4�0�0 3-340_ _ _ 113-15 � 3-044
Plate Offse�s(X VI-- ft'.0-2-12 Edgel f4:0-6-0 0-3-81�0-2-0 0-1-121 112'03-12 0"3-Ol_ -� - � - - --- --
-�_.. _I ._ � _ . . _ . __ - _ - _ _ .. .. _ -
LOADING(ps� � SPACING- 2-0-0 C51. OEFL. in (loc) IltleFl L/d �LATES GRIP
TCLL 100A . pla�e Grip DOL 1.00 TC 0.58 ��etl(LL) -0.09 10-11 >999 360 MT20 169/123�
(ROOf Snow=100.0) � Lumber DOL 1.00 8C 0.57 Vetl(TL) -0.19 143 >539 240 I MT18HS 769/123
TCDL 15.0 RepSlresslncr YES WB 0.97 I Horz(TL) 0.05 70 n/a n/a
BWL 10.0 Code IBC2012RPI2007 . (Ma�rix) Wind(LL) -0.0310-11 >999 2q0 1 Weighl:1861b FT=O% -
LUMBER� BRACING-
TOP CHORD 2x6 SPF i650F 1.5E'Excepl' 70P CHORD S�mcWral wootl shea�hing tlireclly appiied or 6-0-0 oc purlins, excep�
i-4:2x6 SPF 2100F 1.8E,4-E 2x8 SPF 1950F 17E end vedicals.
BOT CHORD 2x4 SPF 1650F L5E BOT CHORD Rigitl ceiling direcUy applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.SE'ExcepP WEBS 1 Rowat midp� 5-11,840,6-11,7-10
5-12,3-13.8-70,7-11,4-12:2x4 W W S�ud MiTek recommends iha�Stabilizers and re uired cross bracin
OTHERS 2x4 WW Slud Q 9
be installed during tmss erection,in accordance with Stabilizer I
_Instzlla�ion guide._.
REACTIONS. (Ib/size) 1=565/0-5$ (min.0-1-8), 13=4436/0-5-8 (req.0-6-15),10=2641/0-5-8 (min.0-4-9) - - ----�
Max Horz 1=230(LC 9)
Max UpIiN 1=24(LC 6)
Max Grav 1=W7(LC 30�,13=4436(LC 1),10=2911(LC i6)
FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 1-21=-1333/217,2-21=-1239/285,23=-104/1861,3-4=-88/1690,4-5=2793I0,
5-22=1892/7,22-23=-1257112,6-23=-1170/38.6-7=1408/61.8-10=-684/48
BOTCHORD 1-13=-225/1205.12-73=-249/1263,12-24=42/2122.11-2 4=-1 2121 22.11-25=20/704,
25-26=-20/704,10-26=-20/704
WEBS 5-12=-461/117,2-13=2868/50,4-13=-3583/0,5-11=-1481/60,3-13=-1481147,
6-11=-45/260,7-11=0I1046,7-10=2276/0.4-12=0/1254
NOTES-
1�Wind:ASCE 7-10;Vult=115mph(3-secontl gusq Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;CaL II;Exp B;enclosed;MWFRS
(emelope);cantilever left and nght exposed;end vertical lefl and right exposed',Lumber DOL=1.33 plate grip DOL=1.33
2) Tmss designed for wind loads in�he plane oF the tmss only. For studs exposed lo wintl(normal�o[he tace),see Slandard Intlus�ry
Gable Entl Details as applicable,or consul�qualifed building designer as per ANSI/TPI t. PD Q ��C
3)TCLL:ASCE 7-10;Pf=100.0 pst(flat roof snow);Category II;Exp B',PaAially Exp.�,C�=1.1 �P �����.Fjvs
4)Unbalanced snow loads have been considered for this design. �� •�•'AUL �� �.
5)This�mss has been tlesigned for greater of min roof live load o(20.0 psf or 2.00 times flat roof load of 100.0 ps/on overhangs V�Q�Q 9/L��
non-concurrent with o�her live loads. �p:
6)All plates are MT20 pla�es unless otherv.ise indicated. � �
7)Gable sWds spaced a�1-4-0 ou .�44� 94'i
8)This t�uss has been designetl for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. '��
9�'This�mss has been Designed for a live load o(20.Opsf on lhe bottom chord in all areas where a rectangle 3-6-0�all by&0-0 witle wi -p �
f�between ihe bo�tom chord and any other members,wi�h BCDL=10.OpsC �
10)WARNING:Required bearing sire a�joint�s)13 greater�han inpu�bearing size. �0�,'���.• : ���
11)Provide melal plate or equivalen�at bearing(s)13 to suppotl reaction shown. (C •••• ,�` �
12)Provide mechanical connection(by o�hers)of Uuss to bearing plate capable of wi�hstantling 100 Ib uplif�at joint(s)i. SS�QNAL E\°�
13)This�mss is designetl in acwrdance with the 2012 In�ema�ional Building Code seclion 2306.1 and referenced s�andard ANSIRPI 1.
LOAO CASE(S) Slandard May 21,201
QWARNING�VeiirydesignparamatarsantlREAONOiE50NlHISANOINCLUOEOMITEKREFERANCEPAGEMI6)QInv.OLtN10158EFOREUSE. ��
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�ab ! ,q ahry conl ol.sloroBe tlaNery.emclon ontl b -g. poollfy Ctllerla DSB-B9 antl BC51 Bvllding Componenl )))p G�een�ack Lane I
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3x6 = 6 5x6 - 4x4-
��._. __. ..._.. ____.8-8-4 __ . _ 8�11A _ _ 1284 _ ___�
8-8-0 b2-12 3-9A
_Pla�e ORse[s(X,Y)- 1�:0-2-8 0-o-oi,j11 0-1-15 0-1-0
LOAOING(psf) SPACING 2-0-0 I C51. DEFL. in (bc) I/tleFl L/d r PLATES GRIP�
TCLL 100.0 plate Grip DOL 1,00 TC 0.39 Vert(LL) -0.08 1-6 >999 360 MT20 169/123
(RoofSnow=100.0) WmberDOL 1.00 BC 0.51 Vert(TL) -022 1-6 >471 240
TCDL 15.0 Rep S�ress Incr YES WB 0.67 Horz(TL) 0.02 6 n/a n/a
BCLL 0.0 ' CotleIBC2012/TPI2007 � (Matrix) _ _ _ Wind(�L) 0.01 1-6 >999 240_ WeighC551b FT=O%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD S�mclural wood shealhing directly applietl or 6-0-0 oc purlins, except
BOT CHORD 2x4 SPF i650F 1.SE end vetlicals.
WEBS 2x4WWStud'Excep�' BOTCHORD Rigidceilingdirectlyappliedor6-0-OOCbracing.
2-6:2x4 SPF 1650F 1.5E i Mi�commentls that Stabilizers and required cross bracing
OTHERS 2z4 WW S�ud �i, be installetl during lmss erection,in acwrdance wi�h Stabilizer
', Installa�ion uide_ �
REACTIONS. Qb/size) 1=839/0-5-0 (mirt�-1-8),6=2241/0-5-8 (min.0-4-5)
Max Horz 1=73(LC 7)
Max Grav 1=926(LC 14),6=2742(LC 14)
FORCES. (Ib)-Max.Comp.IMaa.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 1-14=1675/4,2-14=-1584/14,23=-90/921,4-5=392I12
BOT CHORD Y6=-19/1541,5-6=-728/31
WEBS &6=2341/40,3-6=-1 9 9 2164,3-5=-571826
NOTES-
1)Wind�ASCE 740',Vu1�=115mph(3-second gus�)Vasd=9lmph;TCDL=6.Opsf',BCDL=6Opsf;h=25fP,CaL II',Exp B',enclosed;MWFRS
(envelope)',cantilever left and ngh�exposed;end vertical lef�and righ�exposed;Lumber D0�=133 plate grip�OL=1.33
2) Truss designed for wind loads in the plane of lhe Uuss only. For s�uds exposed to wind(normal�o lhe face),see Slandartl Intlusiry
Gable End Details as applicable,or consNl qualified building designer as per ANSI/TPI 1.
3)TCLL'ASCE 7-�0;Pf=100.0 psf(Oat roof snow);Ca[e9ory II;Exp B',Patlially Exp:Ct=1.1
4)Unbalanced snow loads have been consideretl for ihis design.
5)Gable sNds spaced at 1-4-0 oc.
6)This Uuss has been designed for a 10.0 psf botlom chord live load nonconcurren�wi�h any other live loads.
7)'This Uuss has been designed for a live load of 20.Opsf on�he bo��om chord in ail areas where a rec�angle 3-6-0 tall by&0-0wide will p� �� q'
f�belween ihe bottom chord and any other members. ��P •••�F�yS
8)This lruss is designed in accordance wi�h the 2012 In�emational Building Code sec�ion 2306.1 and referenced stantlard ANSIITPI 1. ���'��'QA�f� �'•� �PO
/ �
IOAD CASE(S) Slandard �Q� L�;
,.�44�94';
.
'� . :�Q'
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�SS��NAL E��\�
May 21,201
�WARNING�Veritydeslpn Parametars antlREAD NOTES ONTHIS ANO MLLUOEO MIiEN REFERANLE PAGE MI4)0]]rev.OYfU]015 BEfORE USE.
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