HomeMy WebLinkAboutB14-0045 REV9 Truss approved Department of Community Development
� 75 South VaiI,tCO 87657
TOWN OF VAIL
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 lwo hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
__ _ _ _ _
j APPlication/Permit#(s)information applies . . . . . I
�to: . Attention: Q Revisions '�,
� PRJ13-0699 Martin A. Haeberle Q Response to Correction Letter
Qattached copy of correction letter
' [j Deferred Submittal
�'�� 874-0045 ...
�j OthBr
_ __ _ ___
_ ___
_ _ _ __
_ _ _ _. _
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Project Street Address: �i
' 1265 North Frontage Road '
' (Number) (Street) (Sulte#)
I Building/Complex Name: Lion's Ridge Apartment Homes I' Description of Transmittal/List of Changes, Items Attached: '
-_. . __.. .... ._ _._.... ... _.. . .... . . j Deferred Submittal: Building 4 Truss Shop Drawings
'Applicant Information
� '", 4 FLR1 -Bldg 4 Ploor 1 Trusses '�.
, (architect,contrector,owner/owner's rep)
`' 4 FLR2- Bldg 4 Floor 2 Trusses
Contact Name: Ben Marshall
� l 4 Roof-Bldg 4 Roof Trusses �,
Address: 200 N. Main St. ,
I +. BIdg4 TRS-Bldg 4 Trusses ��,
City Oregon State: WI ZiP: 53575
-�Contact Name: Ben Mal'Shall �',�� (use additional sheet if necessary) ��
Contact Phone: 608-835-5534 � ` "
, Building Permits: ,
bmarshall@gormanusa.com �Revised ADDITIONAL Valuations(Labor 8 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 !j Electrical: $
' to the town's zoning and subdivision codes, design review ap-
proved,Intemational Bu' ing an sidential Codes and other , Mechanical: $
ordinan f the To ap li hereta
�',�X ��,,Total: $0 ��..
Owner/Owner's R resentative Signature(Required) ' '
Date Received:
For Oftice Use Only:
Fee Paid:
Received From:
Cash Check# -
CC: Visa/MC Wst 4 CC# exp.date:
Authorization#
�- - ----- ---- ----�
�� I APPROVED DISAPPROVED �
�� APPROVED AS NOTED
� Resubmission not required NOTED-no action required I
� REVISE AND RESUBMIT (Check mark indicates action taken) �
MiTe k w �ppproval is only tor conformance with the design concept of lhe Project j
�an comp iance wi e in orma ion grven in e 'on rac ocumen s. �
�Contractor is tesponsible for all dimensions,quanfities,and performance �MiTek USA, IIIC.
�requirements to be confirmed and correlated at the job site;for all �7777 Greenback Lane
'information that pertalns solely to the fabrication processes orto � Suile 109
'techniques of construction;for all coordination of the work of all tredes; �Citrus Heighis,CA,95610
'and for assuring consistency with the Contrect Documents. �Telephone 9161676-1900
Re: 03021-1 5 I � Fax 9161676-1909
JApproval of drawings or items does nol relieve the Contractor of the
Lion's Ridge/H�'S�R4lqilj(y�f�lj�plying with all requirements of the Cont�act �
�Documents �
I I
I I
�oate: 05/29/2015 �
jrro�ecc No: LION14-00-01 ey. �
� Gorman & Com an , I c. �
ti_ _C� _1
The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my dircct supervision
bascd on the parameters provided by Alpine Truss-Montrose, C0.
Pages or sheets covered by this seal: R44532866 thru R44532870
My license renewal date for the state of Colorado is October 31, 2015.
Lumber design values are in accordance with ANSUTPI 1 section 6.3
These 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: OS/26/2015
Reviewer:SJM
Date Returned: OS/28/2015
���,pDO IICF,US Notes:
�o:• QpUL 9 ,.Fo 1 . Truss supplier is responsible for all
re'� �L�9: temporary and permanent bridging and
�� PE44594'� bracing of the trusses and truss
� ; connections.
�'; ,:a,� 2. GC note strongback recommendations
��' �'••.. ..••'���``' provided by truss supplier.
S —
May 21,2015
Reivera, Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
tn�ss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI I.
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2x4 h
3x4 li 4x8 = 2x4 II 3x6 -- 2x4 I��. 2x4 li 3x4 = 3x6 FP= 4x8= 3x4 II
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3x8 = 3x8 M185HS FP = 3x4 = 3x4- 4x8 �- 3x8 =
4x8 =
n4n
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-- _ .. � .�. _ _ -. . - . : . ._ __ ___ : .-
LOADING(ps� SPACING- 1-4-0 CSI. � DEPL. in poc) I/de0 L/d PLATES GRIP
TCLL 40.0 Pla�e Grip DOL 1.00 TC 0.35 Vert(LL) -0.19 15 >999 960 MT20 169/123
TCDL 25D WmberDOL 1.00 BC 0.87 Vert(TL) -0.5113-14 >509 480 MiBSHS 197/144
BCLL 0.0 Rep S�ress Incr YES � WB 0J9 Horz(TL) 0.10 12 n/a nla �
BCDL 15.0 � CodeIBC2012/TPI2007 I (Matrix) WeighL841b FT=O%F,0%E _
�
LUMBER- BRACING�
TOP CHORD 2x4 SPF i650F 1.5E(OaQ'Except' TOP CHORO Simctural wood sheathing direclly applied or 6-0-0 oc pudins, except
1-8:2x4 SPF 2100F 1 BE(Fla�) end vedicals.
BOT CHORD 2x4 SPF 1650F 1.SE(Fla�)'ExcepP BOT CHORD Rigid ceiling direc�ly applied or 10-0-0 oc bracing.
12-16�2x4 SPF 2100F 1.8E(Aat)
WEBS 2n4 WW Stud(Oat)'ExcepP
2-17,1�-13:2x4 SPF 1650F 1.5E(flap
REACTIONS. (Ib/size) 18=1144/0-4-4 (min.0-1-e),12=1744/0-4-4 (min.0-1-8)
Max Horz 18=-19(LC 6)
FORCES. Qb)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 23=-2928/0,3-4=-2928/0,45=-3992/0,5-6=-3992/0,6-7=3992/0,7-8=2926/0,
8-9=2926/0,9-10=2926/0
BOT CHORD 17-18=0/1684,16-17=0/3644,15-16=0/3644,14-15=0/3992, 13-14=0/3645,1349=0/1685,
1219=0/1685
WEBS 2-18=-1965/0,2-17=0/1461,4-77=-842/0.4-15=0/603.10-12=-1967/0.10-13=0/1458.
743=-844/0,7-14=0/603
NOTES-
1)Unbalanced floor live loads have been consideretl For Ihis design.
2)All plates are MT20 plates unless otherwise indica�ed.
3)This Imss is designed in accortlance with Ne 2012 Intemational Building Cotle sec�ion 2306.1 and referenced standard ANSI/TPI 1.
4)This Imss has been designetl for a�o�al tlrag load of i601b.Lumber DOL=(1.33)Plate grip�OL=(1.33) Connecl imss to resist drag
loads along bottom chord trom 20-8-12 to 21-8-8 for 163.4 plf.
5)Remmmend 2x6 strongbacks,on edge,spacetl at 10-0-0 oc antl fas�ened�o each tmss with 3-tOd(�.131"X 3")nails. S�rongbacks to ��, D 0 U F�,
be attached to walls al iheir outer ends or restrained by other means. P C
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3x4 II Ox6 = 2x4 II 3x4 = 2x4 II �d II 3x6 FP=2x4 il Ox8 = 1x9 II SxB = 2x4 il Gx6 = 2x4 II Cx0 - 3x4 II
1 2 3 4 5 6 ] 8 9 10 11 12 13 14 15 16 1]
� I �4
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E_— d�.—_. �&9— ._ _ .—_— . T6-�Y'—�
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�_ 5.1.8 tU3-� _1Q�]{ � _ 346-� �0 J99-0 � 3612 �
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LOADING(ps�- b4-0 CSI. i DEFL � in poc) I/Oe11 Ud 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 LumberDOL 1.00 BC 0.78 Vert(TL) -0.5925-21 >498 480 MiBSHS 197/144
BCLL 0.0 Rep Siress Incr YES WB 079 Horz(TL) 0.07 20 n/a n/a
BCDL 15A Code IBC2012/TPI2007 � (Matrix) . _ _ I Weight:1281b __ FT=O%F,0%E
LUMBER- BR4CING�
TOP CHORD 2x4 SPF 1650F L5E(Flat) TOP CHORO SimcWral wootl shealhing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2a4 SPF 1650F 1.5E(Fla�)'ExcepP end vedicals.
21-26:2x4 SPF 2100F 1.8E(Oal) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 WW Stud(fla�)'ExcepC
2-27.10-23,14-19,12-22,12-20:2x4 SPF 1650F 1.5E(Oat)
REACTIONS. (Ib/size) 28=1089�-4-4 (min.0-1-8),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 Uplifl 18=-401(LC 8)
Max Grav 28=1086(LC 8),20=2601(LC 1),18=117(LC 9)
FORCES. Qb)-Max,Comp/Max.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 23=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=2297/0,10-11=0/779.11-12=0/779.12-13=0/3391.13-�4=0/3391,
1445=0/1039,15-16=0/1039
BOT CHORD 27-28=0/1588,26-27=0/3357,25-26=0/3357,24-25=0/3583,23-24=0/3113,22-23=0/962,
21-22=20W/0.20-21=2050/0,19-20=-2128/0,19-29=-503/78.18-29=-503/78
WEBS 2-28=-1854/q 2-27=0/1347.4-27=730/0.4-25=-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=-1946/0.16-18=-49/668
NOTES-
1)Unbalancetl Ooor live loads have been considered for lhis tlesign.
2)AIl plates are MT20 plates unless o�herwise indica�etl.
3)Provide mechanical connection(by others)of tmss to bearin9 plate capable of wi�hstanding 100 Ib uplift at joint(s)excepl Qt=1b)18=401. OP D 0 LI Fn,
4)This huss is tlesigned in accordance wi�h Ihe 2072 Intemational Building Cotle seclion 2306.1 and referenced standard ANSIITPI 1. P`����� C v
5)This truss has been designed for a�otal drag load of i601b.Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connect�russ to resist drag Q� .•• UL �• tr�.
loads along bottom chord fmm 32-0-0 to 33-0-0 for 163.4 plC V � QA /������
6)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fas�ened�o each lmss with 3-10d(0.13Y'X 3")nails. Shongbacks lo jQ.� L •
be anached to walls at iheir outer ends or resirained by other means. �Q �9�
7)CAUTION,Do no�erec��mss backwards. �� 44594''
LOAD CASE�S) Standard �
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3x6 PP=
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� � 3 45 6 � 8 9 10 11 tp �3 �y
I . __. 9_ . __ 4¢
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103-0 0
23 22 21 20 19 18 1] 16 24 15
3x4
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H 5-e
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__� . . _ _ i _ _ — _ _ _,
LOAUING(psQ SPACING- 1-4-0 C51. DEFL. in Qoc) Udefl Lld i PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -023 78-20 >999 960 MT20 169/123
TCDL 25.0 LumberDOL 1.00 BC 0.54 Vetl(TL) -0.5918-20 >493 480 MiBSHS 169/123
eCLL 0.0 Rep Slress Incr YES . WB 0.92 Horz(TL) 0.10 75 n/a n/a
BCDL 15.0 �COdeI8C2012/TPI2007 i _ (Malrix) � Weight:1261b FT-0%F,0%E
LUMBER- —� � BRACING. .. .
TOP CHORD 2x4 SPF 2100F 1.8E(Flat)'ExcepP TOP CHORD S�mcWral wood shea�hing directly applied or 6-0-0 oc purlins, excep�
4-12:2a4 SPF 1650F LSE(Flary end veM1icals.
eOT CHORD 2x4 SPF 2100F 1.8E(Oap'ExcepC BOT CHORD Rigitl ceiling direcUy applied or 10-0-0 oc bracing.
17-22'2x4 SPF i650F L5E(Oal)
WEBS 2x4 WW SWd(Flat)'ExcepC
2-22,11-18,13-16,13-15:2x4 SPF 1650F 1.SE(Fla�)
REACTIONS. (Ib/size) 23=1296/0-5-8 (min.0-1-8),15=1296/0-0-4 (min.0-1-8)
Max Horz 23=-19(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=3592/0,3-4=3585/0,4-5=-3495/0,5-6=-5472/0,6-7=-5472/0,7-8-=5472/0,
8-9=-547D0.9-10=-4875/0.10-11=-4875/0.11-12=21 fi4/0.12-13=2162/0
BOT CHORD 22-23=0/197Q 2L22=0/465Q 20-21=0/5472,1&20=0/5407,18-19=0/5407,1748=0/3711,
16-V=0/3710,16-24=0I11fi1,15-24=0/1161
WEBS 7-21=379/Q 2-23=-2305Iq 2-22=0/1866,5-22=-1239/Q 5-21=0/1063,9-20=220/415,
9-18=-612/0.ib18=011339.11-i6=-1799/0, 13-16=0/1478.13-15=-1677/0
NOTES-
1�Unbalanced Floor live loads have been considered for this design.
2)AIl plates are MT20 plates unless o�herwise indicated.
3)This lmss is designed in acwrdance wi�h lhe 2012 Intema�ional Builtling Code section 2306.1 and referenced standard ANSIITPI t.
4)This�mss has been designetl for a to�al drag load of 1601b.Lumber�OL=(133)Plate grip DOL=�133) Connect tmss�o resist drag
loads along boltom chord from 23-6-12 to 24-6-8 for 163.5 pIE
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened lo each Imss with 3-10d(0.131"X 3")nails. Slrongbacks to o�n D 0 LI F�
be attached to walls al their ouler ends or restrained by other means �+ C
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Scale=t51 8
3x6 FP=
3x4 I I <x6 — 2x4 li 3x4 = 2x4 I I 2x0 I I 3x6 = 2x4 II 4x10 = 2x4 II 4x6 = 2x4 I I 3x4= 3x4 I I
1 2 3 C 5 6 ] 8 9 10 11 12 13 14 15
—__ _ _. ___ _._ __
I la
om' L
I _—_- _—_ _ __ — — Im'�
� 10 3-0 {
2G 23 22 21 20 19 18 V 25 16
3x6 = 4x8 '— 3x4 = 4x4 = 3x6 FP= 4x10 = 4x8 - Sx6 = 3x6 =
i _ 21-10-0 �
zi-m-o
_ zt.s-a �zi. o aoa-o _
� 216-0 . . _ . p}Rp gdp -i.
0.1-0
_
Plate Offsets(X YI-- f1:Edoe 0-1-81 15:0-1-8 Edael I6:0-1-8 O-0-OI f21:0-1-8 Edge],(22:0-1-8 Ed4e1
LOADING(ps� I SPACING- 1-4-0 CSI. ��� DEFL. in Qoc) I/defl LJd TALP ES GRIP
TCLL 40.0 i Piate Grip DOL 1.00 TC 0.58 Veh(LL) -0.19 22-23 >999 960 . 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 Siress Incr YES WB 0.87 Horz(TL) 0.05 18 n/a n/a
BCDL 15.0 I CodeIBC2012/TPI2007 (Matrix) Weight:ii5lb FT=O%F,0%E
_ —_ _ .. _.___._ __— _ - —.
LUMBER- BRACING�
TOP CHORD 2x4 SPF i650F 1.SE��a�) TOP CHORO S�mc�urel wood sheathing direclly applietl or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF 2100F 1.8E(flat) end vetlicals.
WEBS 2x4 WW Stud(Flat�'ExcepC BOT CHORD Rigid ceiling direcUy applied or 6-0-0 oc bracing.
9-19:2x4 SPF i650F 1.5E(fla�)
REACTIONS. (Ib/size) 24=968/0-0-0 (min.0-1-e),16=19I0-4-4 (min.0-1-e),iB=220510-5-8 (min.0-1-8)
Max H0rz 24=19(LC 5)
Max Uplifli6=-194(LC 8)
Max Grav24=973(LC 8),16=221(LC 9),18=2205(LC 1)
FORCES. (Ib)-Max.Comp.IMaz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-2368/0,3-0=-2368/0,4-5=-2804/4 5-6=-2804/0,6-7=-2804/0,7-8=4103/0,
8-9=-1103/0,9-10=0/2347,10-11=0/2347,11-12=0/2347,12-13=0/1042,13-14=0/1042
BOT CHORD 23-24=0/1407.22-23=0/2808.21-22=0/2804.20-21=0/2103,19-20=0/2103,18-19=-485/�.
17-18=-1645/0.17-25=-448/170.16-25=-448/170
WEBS 2-24=-1642/0,2-23=0/1130.4-23=5P/0.9-18=-2188/0.9-19=0/1793,749=1186/0,
7-21=0I899,14-16=-177/523,14-17=-697/0.12-17=0/9fi7,12-18=-1138/0,6-21=-295/0
NOTES�
i)Unbalanced Ooor live loads have been considered for Ihis design.
2)Provide mechanical connection(by o�hers)of Vuss b bearing plate capable of wi�hstanding 1001b uplifl a�joint(s)except(j�=1b)ifi=194.
3)This imss is designed in accordance wilh Ihe 2012 Interna�ional Building Code section 2306.1 and referenced standard ANSI/iPl 1.
4)This�mss has been designed for a total tlrag loatl of i601b.Wmber DOL=(133)Plate grip DOL=(1.33) Connect truss to resis�drag
loads along bo��om chord from 29-2410 30-20 for 163.5 plf.
5)Recommentl 2x6 strongbacks,on edge,spaced at 10-0-0 oc and lastened to each truss wilh 3-10d(0.131"X 3")nails. Strongbacks ro p,p 0 LI�
be attached�o walls al�heir ou�er ends or res�rained by other means. O� ����•.Fq,
6)CAUTION,Do not erec��mss backwards. �O� ��Q AU L ���IS�O
LOAD CASE(S) Stantlard :Q,�' �L�.
. Q �1 i
,,� 44594'i
:
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May 21,201
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1 2 3 42x4 II 5 6
�.. __ _ _ � . . - . _ _- � _ _ �
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11
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LOADING(psf) � SPACING- 7-4-0 TCSL � DEFL. in (loc) I/de� L/d � PLATES GRIP �
TCLL 40.0 Pla�e Grip�OL 1.00 7C 0.12 Vert(LL) -0.03 7-8 >999 960 MT20 169/123
TCDL 25.0 Lumber�OL 1.00 BC 023 Vert(TL) -0.08 9-10 >999 480 I
BCLL 0.0 Rep S�ress Incr YES WB 025 Horz�TL) 0.01 7 nla n/a
BCDL 15.0 _ _ Code IBC2012/TPI2007 _ � (Matnx) _ __ _ _ — - �eigh�:381b FT=0%F,0%E
LUMBER- BRACING�
TOP CHORD 2n4 SPF i650F 1.5E(Oa�) TOP CHORD Stmclural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SPF 1650F LSE�Oat) end verticals.
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=46810-5-B (min.0-1-8)
Max Horz 10=-16(LC 4)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-669/0,3-4=669/0,4-5=-669/0
BOT CHORD 9-10=0/450,8-9=0I669,8-11=0/470,7-11=0/470
WEBS 2-10=-584/0,2-9=0/323,5-7=-583/0,5-8=0/325
NOTES-
1)Unbalanced floor live loads have been considered for�his design.
2)This huss is designed in accordance with lhe 2012 Intemational Building Code sec�ion 2306.1 and referenced standard ANSI/TPI 1.
3)This Uuss has been designetl/or a to�al drag load of i601b.Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connec��mss to resist drag
loads along bot�om chord from&0-8�0 9-0-0 for ifi3.5 plf.
4)Recommend 2x6 strongbacks,on edge,spaced a�10-0-0 oc and fastened to each�mss wi�h 3-10d(0.131"X 3")nails. SUOngbacks lo
be at�ached�o walls a�their ou�er ends or reslrained by o�her means.
LOAD CASE(S) Standard
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��� I APPROVED DISAPPROVED �
�� APPROVED AS NOTED
� Resubmission not re uired NOTED-no action required I
� REVISE AND RESUBMIT (Check mark indicates action taken) I
MI��/�a �Approval is only for conformance with the design concept of the Project �
, mcmi�ltham�comrthe-hrtmnrattmrgto¢rriml�aemmactvocvrt .
�Contractor is responsible fo�all dimensions,quantities,and performance � MiTek USA, InC.
requirements to be confirmed and correlated at lhe job site;tor all
�information that peAains solely to the fabrication processes or to � ����Greenback Lane
�techniques of construction;for all cootdination of the work of all tredes; � Suite 109
�and for assudng consistency with the Contrect Documents. � Citrus Heights,CA,95610
� � Telephone 916/676-1900
Re: 03021-15/�Approval of drawings or items does nol relieve ihe Contractor of Ihe � Fax 9161676-1909
Lion's Ridg$F�R,�i�ytQh��n I�' g with all requirements of the Contrect �
'Documents i
� 05/29/2015 �v/ , /f I
�Date: �p ��/� i
jProjectNo: LION14-00-01 ey; d-- �
� Gorman & Com an Inc. ��_�_�
ti_ _��=
The t�uss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under nry direct supervision
based on the parameters provided by Alpine Truss-Montrose, CO.
Pages or sheets covered by this seal: R44532871 thni R44532875
My license renewal date for the statc of Colorado is October 31, 2015.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
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: OS/26/2015
Reviewer:SJM
Date Returned: OS/28/2015
��PpDO LICF�S Notes:
�o:• PAUL ,q�.,FO 1 . Truss supplier is responsible for all
:e'� ��9: temporary and permanent bridging and
i� PE44594D� bracing of the trusses and truss
• : connections.
"O�'•, ;'e,� 2. GC note strongback recommendations
��'F'•�•... ..••'�,���` provided by truss supplier.
s^�
May 21,2015
Reivera, Mark
The seal on[hese 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 ofthe building designer,per ANSUTP] I.
IJOb �Tmss --TmssType p(y p�y GonsaiageiR�ocarznaFiaar �- — -- - -
IOJOP45A F01 FLOOR R4�53I8J1�
AlpineTmss, Manim B1d01 � - ' �144 .�ReFe�e�.(O�gl)_ __ _ J
].fi10 s Mar D 2015 MiTek lnauslnes,lnc TM1U May21 084&58 2015 Paga 1
I�:6H?�cMI6rAe8LHn043DObjzXm00-RPVJVJEIfBKui LMEv4PVhL56wSe IedOL025CORI�zE IaJ
254
� _ ..� �.2 g�
Scale=LJ].1
4x0 I'
3xG 'I Ox8 = 2x4 II 3x4 = 2xJ I I 2x4 I I 3x4 = 3x6 FP�- 4x8= 3xa I I
1 2 3 4 5 6 P 8 9 10 11
� � � _ � -
�
�:
1030 — � ' _' _ _. 1090 . .
8 . . _ 1J � 16 � 15 14 13 _ �_ ._19 12
3x8 = 3x8 M185HS FP — 3x0 = 3x4 — 0x8 = 3x8 =
4x8 =
I1-0.0
�- _ "_ _ �—_ - .�9_tLO� � .. �fiq.n ��8 8
t0-3-0 0800�8�0' - "��- '
_ 5.00 _ � 5.�.g
Plate Of(se�s(X Yl-- f1:Edae 0�1-81 I5.0-1-B,Ed�e] 6:0-1-8 0-0-0 14:0-1-8 Ed2ey[15 0-i-8 Edge� - -- - -- -
� - - � .. - _ � _ _ . . - _ —
LOADING(psQ SPACING- 1-4-0 CSI. ' DEFL. in poc) I/de0 Lltl PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.19 15 >999 960 MT20 169/123
TCDL 25.0 LumberDOL 1.00 BC 0.81 Ved�TL) -0.5113-14 >509 480 I M18SHS 197/1qq
BCLL 0.0 Rep Stress Incr VES I WB �79 Horz(TL) 0.10 12 n/a nla �
BWL 15.0 I CodeIBC2012RP12001 I (Matrix) I _ _ I Weight:841b FT=O%F,0%E
�'
LUMBER- BRACING� �
TOP CHORD 2x4 SPF 1650F 1.SE(flat)'ExcepP TOP CHORD S�mcWral wood shea�hing tlireclly applied or 6-0-0 oc pudins, except
1-8:2x4 SPF 2100F iBE�flat) end verticals.
60T CHORD 2x4 SPF i650F 1.5E(fla�)'ExcepP 80T CHORD Rigid ceiling direc�ly applied or 10.0-0 oc brecing.
12-i6:2x4 SPF 2100F 1.8E(Oaq
WE85 2x4 WW Stud(flaq'ExcepP
2-17,10-13:2x4 SPF 1650F 1.5E(fial)
REACTIONS. (Ib/sire) 18=7144/0-0-4 (min.0-1-8�,12=11qq/0-0-4 (mia 0-1-8)
Max Horz 18=19(LC 6)
FORCES. (Ib)-Max.Comp./Maa.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2928/0,3-4=-2928/0,4-5=-3992/0,5-6=-3992/0,6-7=3992/0,7-8=-2926/0,
e-9=-2926/0,9-10--2926/0
BOTCHORD 17-18=0/1684,i6-17=0/3644,15-16=0/3644,14-15=0/3992,13-14=0/3645, 1349=0/1685,
12-19=0/1685
WEBS 2-18=-1965/Q 2-17=0/1461.4-17=-842/0.4-15=0/603,10-12=-1967/0,10-13=0/1458.
7-13=-844/0,7-14=0/6U3
NOTES-
1)Unbalanced floor live loads have been considered for ihis design.
2)AIl plates are MT20 plates unless otherwise indicated.
3)This Iruss is designed in accordance wilh�he 2072 In[ernational Building Code sec�ion 2306.1 and referenced slandard ANSIITPI i.
4)This�mss has been designed for a btal drag load o(i601b.Wmber DOL=(1.33)Plate grip DOL=(1.33) Connec��mss�o resis�drag
loads along bonom chord from 20-8-12 to 21-&8(or 163.4 plf.
5)Recommend 2x6 sirongbacks,on edge,spaced a�10-0-0 oc and fas�ened�o each Iruss wi�h 3-10d(0.131"X 3")nails. S�rongbacks to �P p 0 L CF
be a�tached to walls a�their outer ends or res�rained by other means. P. � n'
LOAD CASE S .vs
I 1 S�andard ��� •�ppUl�9/..(CO
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Appl abl'ly fd siqnp ete tlp pe ' p 1 Ico po �s a-p til'�yoib Id gtl -g - It tl �g .B g M1own
isfo I 1 Is pp tlol' d �d I eb b o ry.Atldl I� po ryb ' gb� res� bl�ytl ' g n� �i 's�larasp , �bll�yoflM1a '
erecto. Atldlo Ip o a Ib 'ngoliM1 II � I e� iF pon bl�� Ilheboild gtl g ecFO�qe Ig 'rl a<eregadng ���Q�(
!ab olo .qoal'ty to � I. � oqe.tlel ry.e eUlon antl b c q. nsul� qN51/iPll puoliry C It I .DSl�B9 d BC51 B Iltl�ng Component ))))Greenback Lane I
� Salety I 1 rmoXOn ova'I b f m Loss PI � I �iWte.]81 N L 51 � �.Soile 312 Ale ntlna.vA 2231 d_ S l 109
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R445328I2
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Scale=1:S6J
Ox0 =
3x4 II 4x6 = 2x4 II 3x4 = 2x4 II 2xJ II 3x6 FP=2xJ U qxg = 2x4 II Sx8= 2x4 I�� 4x6 = 2x4 P 4x0 - 3x4 �'
1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 1l
� � _.1030 __ __ . - � �a ._.._ g � �m
28 2] 26 25 24 23 24 21 20 19 29 18
3x8 = 3xe M185H5 FP = 3x4 = 3x4 = 0x10 = 6x8= 4x8 = Ox8= 3x6 =
i�_ _. _ _ .AkH.O __. _ _ - . 24-8-0 . . . 3bFP°�
1YS8
r. 5-0.8 10J.0 1 -00� ..___ . 24fi-0 P< 0 29d-0 ._I 3b04_ I
S.bB ' 5-1.8 -]- - ..-. . 1}0.8 0..0 49-0 ].6-02
o-�-a
PlateOHsetslXJ-=f1:Edqe0-1-81,L0-1-B,Edge],f6:0=1-80:0-0�,.[249_1_8Ed°e1�L:_0_1-8,Edge1_____ . ____ _
LOADING�ps� SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 076 Vert(LL) -022 25-27 >999 960 MT20 169/123
TCOL 25.0 Lumber DOL 1.00 BC 0.78 Vert(TL� -0.59 25-27 >498 480 �S 1971144
BCLL 0.0 Rep S�ress Incr YES WB 079 Horz�TL) 0.07 20 n/a n/a ;
BC�L 15A CodeIBC2012/TPI2007 (Matrix) _ L i Weigh�:12816 FT=O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF i650F L5E(Oat) TOP CHORD ShucNral wood shea�hing direc�ly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF 1650F 1.5E�Oa�)'ExcepP end verticals.
21-26'.2x4 SPF 2100F 1.SE(flal) BOT CHOR� Rigid ceiling direc�ly applied or 6-0-0 oc brecing.
WEBS 2x4 WW SWd(Flat)'ExcepC
&27.10-23,14.79,12-22,12-20�.2x4 SPF 1650F 1.5E(flaq
REACTIONS. (Ib/size) 28=1082/�-4-4 (min.0-1-8),20=2601/0-5-8 (min.0-1-12),18=-189/0-5-8 (min.0-1-8)
Maz Horz 28=-19(LC 4)
Max Uplifll8=-407(LC 8)
Max Grav28=1086(LC 8),20=2601(LC 1),18=117(LC 9)
FORCES. pb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 23=-2735/0,3-0=2735/0,4-5=3583/0,5-6=3583/0,6-7=-3583/0,7-8=2297/0,
8-9=2297/0,9-�0=2297/0.t041=0/779.11-12=0/779.12-13=0/3391,13-14=0/3391,
14-15=0/1039,15-16=0/1�39
BOT CHORD 27-28=0/1588,26-27=0/3357,25-26=0/3357,24-25=0/3583,23-24=0/3173,22-23=0/962,
21-22=-2050/0,20-21=-2050/0,19-20=-2128/0, 19-29=-503/78,18-29=-503178
WEBS 2-28=-1854/q&27=0/1347.427=-730/0.4-25=-13/470.7-24=0/718.7-23=-967/0.
10-23=0/1576,10-22=-1989/0,1420=1755/0.1 4-1 9=011 33 5. i6-19=-740/0.
12-22=0/1830.12-20=-1946I0, 16-18=-49/668
NOTES-
1�Un6alanced floor live loads have been considered for lhis design.
2)AIl plates are MT20 plales unless o�herwise indicaled.
3)Provide mechanicai connec�ion(by o�hers)of Uuss�o bearing plate capable of withstanding 100 Ib uplifl at join�(s)excepl Qt=1b)18=401. D O LI
4)This imss is tlesigned in accoraance with ihe 2012 Intemational Building Code section 2306.1 and referenced slandard ANSI/TPI 1. PP` CF
5)This tmss has been designed for a total drag load of i601b.Wmber DOL=(133)Plate grip DOL=(1.33) Connect truss to resist drag ����. •P��'4�ir�
loads along bottom chord from 32-0-0 b 33-0-0 for 163.4 plF. V:Q�Q R���Q
6)Rewmmend 2x6 s�rongbacks,on edge,spaced at 10-0-0 oc and fas�enetl�o each truss with 3-10d(0.131"X 3")nails. S�rongbacks�o • �p:
be attachetl to walls at�heir outer ends or resirainetl by other means. � �
7)CAUTION,Do not erect truss backwards. ,. • E44 !1 A ➢'
7`h
LOAD CASE�S) S�andard '
4 �
:�C`�
�oF�sS��NAL EN�\�
May 21,201
�WARNING V TyE Ig P � a tlREADNOTE50NTHI5AN01NCWOEOMRERREFERANCEPAGEMll10) OLiN]OfSBEFOREUSE. i.
Desg ftll oily 11 AAi k ne b .�F tl �gn�sbasetloilyupo p at ifio o tl' fo a Ltl d ib ld g p nf.
Applcatilly ftl ignp � tlp p - p tio�dtomponenl eipo �tilly Ib Id' gtl �g �� tl g .B cn9ihown �1 li
isfo Ia�eals ppotlol' d�tl al eb be o N�. AtlCflonollerporaryb ' g� - rest til�ytl - g 1 lo Slle espo till�yotlhe '
eclac Addlonolpermanen(broc'ngof�heovemlls�mcNre'sPoeresponstilM1�o��M1abultlingtlafBner.FO�generalgudonceregordig M�TQ�
lob�icotlon.qua�ry coniml.s�omge,tlelive,ry.erec�ion antl brocing.<onsull AN51/iPlt puallty Crllarb,DSB�B9 antl BC51 Bulltling Component ])))Greenback Lane
Salety Inb�moXOn av lable irom imss Plate InsfiWte.]8i N.Lae SlreelSOlte 312.Alexontlria,Vn 2231 d_ Sulle 10B ��
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4� �L44�-I
Scale=tA28
3x6 �I
3x6 FP-
3x4 II 4x10 - 2x4 'I 6x6 - 3x6 9 4xfi II 3x6 II 6x8 = 3x4 II Sx6 = 3x0 ��I
1 2 3 OS 6 ] 8 9 10 11 a12 13 14
� � � �. — . _ . _`�
� � . � _ — _ Rlm'�
10-3-0
. - - � - -� .� o
23 22 21 2a 19 18 1] 16 24 15
3x4 -
4x6 = Sx10 M185HS= 5x6 I I px6 h 3x8 M18SHS PP-- 3x4 = Sx8 = 4x6 =
6x8 = 3x4 =
11-&8
F_. 5.1.8 _ � 103.0 1 -ia 16-5.8 16].0 20.6-8
5 1 8 5 1 8 . . ]3 5.a.0 �..�.8� - - .-�
0-1 ).1Y8
0-I E
_PlateOffsets(XYI-- fi:Etlqe04-8118'03-00-0-07,�15:Edoe0-1-81120:03-O,Edne�l f21'03-OEdael � -- — �
LOADING(psQ i SPACING- � 1-4-0 � CSI. �I pEP�, in (loc) I/deFl L/d �� PLA7E5 GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vetl(LL) -023 18-20 >999 960 � MT20 169/123
TCDL 25.0 LumberDOL 1.00 BC 0,54 Vert�TL) -0.5918-20 >493 460 MiBSHS 169/123
BCLL 0.0 ' RepStresslncr YES WB 0.92 Horz�TL) 0.10 15 n/a n/a
BCDL 15.0 l CodeIBC2012/TPI2007 I (Matrix) i Weight:1261b FT=O%F,0%E
LUMBER- BRACING� � � �
TOP CHORD 2x4 SPF 2100F 1.8E(FlaQ'ExcepP TOP CHORD SimcWral wood sheathing direc�ly applied or 6-0-0 oc purlins, except
4-12:2x4 SPF i650F 1.5E(Flat) end vehicals.
BOT CHORD 2z4 SPF 2100F 1.8E(flat)'ExcepC BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
17-22:2x4 SPF 1650F 1.SE(flat)
WEeS 2a4 WW S�ud(Oat)'ExcepP
2-22,11-18,13-16,13-15:2x4 SPF 1650F iSE(�at)
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/Max.Ten.-All(orces 250 pb)or less except when shown.
TOP CHORD 2-3=3592/0,3-4-=3585/0,45=3495/q 5-6=-5472/0,6-7=5472/0,�-8=5472/0,
e-9=-5472/0.9-10=-4875/0,10-11=-4875/0,1L12=-2164/0.12-13=-2162/0
eOT CHORD 22-23=0/1976,21-22=0/4656,20-21=0/5472,1&20=0/5407,18-19=0/5407,1748=0/3711,
16-V=0/3710, 18-24=0/1761.15-24=0/�161
WEBS 7-21=379/0,2-23=-2305/0,2-22=0/186Q 5-22=1239/Q 5-21=0/1063,9-20=220/415,
948=-612/0,11-18=0/1339,11-16=-1799/0,13-16=0/1478,13-15=-1677/0
NOTES-
1�Unbalanced�oor live loads have been considered for this design.
2)All plates are MT20 pla�es unless olherwise indica�ed.
3)This Iruss is designed in accordance with ihe 20121nterna�ional Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4)This Imss has been designed for a�otal drag load of 16016.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect�mss b resist drag
loads along bonom chortl from 23-6-72�0 24-6-8 for 163.5 plf.
5)Remmmend 2x6 sirongbacks,on edge,spaced a�10-0-0 oc and fastened lo each Uuss wilh 3-10d(0.131"X 3")nails. Shongbacks to o� D 0 L/ F2
be attached to walls at their outer ends or restrained by other means P C
� . ' �'• S
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Applcotilty Ide'gnpaa t dpop � po to ! po e 1" p 'b'llyolb Id gtle�g nott tl g .B gfiavn
-sbrl teals pp tl I' d"d al b bes ly_Hdtl'YO I� p oryb -g� - eslobTlytl gc nsl 1' 'slle po�itilltyo�lhe
arac� htldto alpa �bac g ��h o e II �ucl e siM1 spoiftil'tyoitM1 b ltlingdesgner Forgenamlgutloncereg tllg ���Q�
fob�imf .q ol ry<oi 1 I. f age.tlel v ry (on ontl b - g co sol� ANSI/IPII Qoality Crllerla DSB 89 and BC51 Bo Itling C ponen� ]]]]Greenback Lane I
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Scale=1�.51.8
3x6 FP=
3x4 4 dx6 = 2x4 il 3x4 = 2x4 il 2x4 II 3x8 = 2xC �I 4x10 = 2x4 '�I 4x6= 2x4 II 3x4- 3xG II
1 2 3 4 5 6 ] 8 9 10 11 12 13 14 15
_ . _— _- __ .—. _- I.
m� — ----" —- - Im
103-0
24 23 22 21 20 19 18 1] 25 16
3x6 '= 4x8= 3x0 = 4xJ = 3x6 FP= 4x10 = 4x8 = Sx6 - 3x6 =
_ 2140-0 _._.. __ _ _ _�
2Ytoa
41-6-0 P( p 0p2a �
21-6.4 0-P�2 8-4.0 - .
0-0 0
Plate Oflsets(X Y)-- 11:Edae 0-1-81 15:0-1-8 Edoel I6:0-1-8 0-0-0],_�21_0-1-8 Edoel f22:0-1-8 Edael
LOADING(psQ SPACING- 1-4-0 CSI. DEFL, in Qoc) I/dell l/tl . PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.19 22-23 >999 960 MT20 169/123
TCDL 25,0 LumberDOL 1.00 BC 0.55 Verry7L) -0.522&23 >492 480
BCLL 0.0 Rep S�ress Incr YES WB 0.87 . Horz(TL) 0.05 78 nla n/a
BCDL _ 15.0 CodeIBC2012/TPI2007_—_� (MaUix) 'I _ _ _ _ Weight:1151b FT=O%F,0%E
LUMBER- BRACING-
TOP CHOR� 2x4 SPF 1650F 1 SE(t1aQ 70P CHORD Simctural wood sheathing directly applied or 6-0-0 oc purlins, excepl
BOT CHORD 2x4 SPF 2100F 1.8E(flaQ end vedicals.
WE85 2a4 VJVJ SWd(Flat)'ExcepC BOT CHORD Rigid ceiling direc�ly applied or 6-0-0 oc brecing.
949:2x4$PF 1650F 1.SE(flat)
REACTIONS. (16/sire) 24=968/0-4-0 (min.04-8),16=19I0-4-4 (min.0-1-8),18=2205/0-5-8 (min.0-1-8)
Max Horz 24=19(LC 5)
Maz Uplifti6=-194(LC 8)
Max Grav24=973(LC S), 16=221(LC 9),18=2205�LC 1)
FORCES. Qb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2368/0,3-4=-2368/0,4-5=-280410,5-6=2804/0,6-7=2804/0,7-8=1103/0,
8-9=-1103/0.940=0/2347.10-11=0/2347,11-12=0/2347,12-13=0/1042.13-14=0/1042
BOT CHOftD 23-24=0/1407,22-23=0/2808.2L22=0/2804,20-21=0/2103,19-20=0/2103,18-19=-485/0,
17-18=-1645/0.77-25=-448/170.16-25=-448/170
WE85 2-24=-1642/0.2-23=0/1130,4-23=-517/0,9-18=2788/0,9-19=0/1793.749=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�
1)Unbalanced Floor live loads have been considered for lhis design.
2)Provide mechanical connection(by others)of Uuss to bearing plale capable o(withslanding 1001b uplift aljoinqs)except�t=16)16=194.
3)This lruss is designed in accordance wilh the 2012 International Building Code sec�ion 2306.1 and referenced s�andartl ANSV7PI 1.
4)This Iruss has been designed for a lo�al dreg load of 1601b.Wmber DOL=(1.33)Pla�e grip DOL=(1.33) Connect Uuss to resis�drag
loads along botlom chord from 29-2-410 30-2-0 for 163.5 plf.
5)Recommentl 2x6 SUOngbacks,on etlge,spaced at 10-0-0 oc and tastened�o each Vuss with 340d(0.131"X 3")nails. SUOngbacks lo o Pp 0 LI� 2
be attached to walls at their outer ends or resirained by other means. Q. F
6)CAUTION,Do not erect tmss backwards. �0� ,.P A�� q' tS'�.O
LOAD CASE�S) Standard jQ.� �L •
��
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�SS�ONAL EN�
May 21,201
�WARNING-Veiitydesl8�penmelen entl READ NOTES ON THIS AND INCLUDED MIiEN REFEftANCE PAGE Mll-04)J iev.OL1V3015 BEFOFE USE �.
Oesig aldio useonly 'ihMlekm recb .iM1' tl gn'sbasedorlyupo p � ssho� .o d slo a ind tl albuld'ngm po e L �� i,
qppl 61ry �tl g p � tlp p - p � 1 po n� espo stil'�yoib Id gtl g � oil des9 .Ba ' g lown �
ilorl t I pp tl ( tl� I b b ry.Atltll olte poaybaa 9l ' e9 tilNd � g ^9 f - fl P stillly fihe 1,
Saetyl'lormao alp o e Ibac 9oflM1eo ealls� cl a' �Ye ponsbl�y I�Y b Iltlingtlesqne¢forqe ealg�tlancarag d�g ���eM1 �
B:ECIO Atltl
ol'ry<0 10l. lo o9e.tl I' ry (on antl b - g. ul� ANSI/iPil QooIIN C 0 tlo,OSB�89 antl 9CSI Bvl�ding Co ponenl ])A Greenback Lane
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Scale=1�.1].0
3x4 " 9x0 = 2x4 .'� 3x4 = 3x4 I�
1 2 3 y2x4 II 5 6
' �—� —��
- � - _� I
�
- - -� - _ -: _ - �
0 g g 3x4 °
11
3x4 --
3x6 ° 3x6 —
� - __ _ _. 9.0-0
q.0-4
PlateOHSets.(X,Yp- 11:Edoe0-1-8�. 30-1-eEdge] f4.0-1-80-0-0] �8:0-1-SEdae] [90-1-BEdge] � � - -
LOADING(psf) SPACING 1-4-0 � i CSI. DEFL. in Qoc) I/defl Ud I� PLATES GRIP
TCLL 40.0 Plale Gnp DOL 1.00 TC 0.12 Vert(LL) -0.03 7-8 >999 960 MT20 769/123
TCDL 25.0 Lumber DOL 1.00 BC 023 Vert�TL) -0.08 9-10 >999 480
BCLL 0.� RepSiresslncr VES WB 025 �orz�TL) 0.01 7 nla n/a
BCDL 150 CodeIBC2012RP12007 (Matrix) Weight:381b FT=O%F,0%E
LUMBER- BRACING�
TOP CHORD 2x4 SPF 1650F 1.5E(Flat) iOP CHORD S�mctural wood sheathing directly applied or 6-0-0 oc purlins, excep�
BOT CHORD 2x4 SPF 1650F 1.5E(Oat) end verticals.
WEBS 2x4WWSNd(�a�) BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS. (Ib/size) 10=468/0-5-8 (min.0-1-8),7=46810-5-8 (min.0-1-8)
Max Horz 10=-i6(LC 4)
FORCES. (�b)-Max.Comp.IMax.Ten.-All forces 250 Qh)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=0Ifi69,8-11=0/47q 7-11=0/470
WEBS 2-10=-584/q 2-9=0/323,5-7=-583/0,5-8=0/325
NOTES�
1)Unbalancetl Floor live loads have been considered for�his design.
2)This imss is designed in accordance wi�h the 2012 Interna�ional Building Code section 2306.1 antl referenced standard ANSIRPI 1.
3)This�russ has been designed for a total drag load of i601b.Wmber DOL=(133)Pla�e grip DOL=(1.33) Connect Imss�o resis�drag
loads along bo�tom chord fmm 8-0-8 to 9-0-0 for 163.5 plf.
4)Recommentl 2x6 strongbacks,on edge,spacetl at 10-0-0 oc antl fas�ened to each imss wi�h 3-10d(0.131"X 3")nails. Strongbacks�o
be atlached�o walls at their oWer ends or reslrained by other means.
LOAD CASE(S) Standard
o�°PQD'ou�I CF�sF
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�SS��NAL EN�'
May 21,201
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Suita 109 �
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�- --------- -----------�
��a I APPROVED DISAPPROVED I
�� APPROVED AS NOTED
� Resubmission not re uired NOTED-no action required I
� REVISE AND RESUBMIT (Check mark indicales action taken) �
Mi Te k �qpproval is onty for conformance with the design concept of the Project �
�a�m-eammr�R€Wrnrar€nna�matmrr�ro�cirrirnre-cmmaeroaemr�nts. �
�Contractor is responsible for all dimensions,quantities,and peAormance � MiTek USA, 111C.
irequirements to be confirmed and correlated at the�ob site;for all 7�77 Greenback Lane
information that peAains solely to the fabricalion processes ar to � Suite 109
'techniques ot construction;far all coordination of the work of all trades; � Ciirus Heights,CA,95610
1 and for assuring consistency with the Contract Documents. � Telephone 9161676�1900
Re: 03021-15�Approval of drawings or items does not relieve the Contractor of the I Fax 916/676-1909
Liods Ridg�����N��bf%�R.���ith all requirements of the Conlract i
I ocu nts I
j oate: 05/29/2015 � /y/��1
jaro�e�cNo: LION14-00-Oisy: ^' (
� Gorman & Com an , Inc. _____�
ti_ _ _��
The htiss drawing(s)referenced below have been prepared by MiTek Industries,Inc. uuder my direct supeivision
based on the parameters provided by Alpine Truss-Montrose, CO.
Pages or sheets covered by this seal: R44532876 thru R44532897
My licensc renewal date for the state of Colorado is October 31, 2015.
Lumber design valucs are in accordance with ANSI/TPI 1 section 6.3
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
Reviewec SJM
Date Returned: 05/28/2015
��,p,DO LI�FZS Notes:
�o�;:•QA�L R�.�FO 1. Truss supplier is responsible for all
:e� ��,9: temporary and permanent bridging and
�� PE44594'� bracing of the trusses and truss
; ; connections.
'O � ��,� 2. GC note strongback recommendations
���'F'••., ''���` provided by truss supplier.
/ ��EN�' -
.�.r
>---�
May 21,2015
Reivera, Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. "fhe suitability and use of this component for any paiticular Uuilding is the
responsibility of the building designer, per ANSI/TPI I.
�ONP'neirvss. Monlmse.0 Ip81401 .��.... ___ICOMMONOe Qry PIY--�'620�sMar�D920t5�MT F�IndoTSlrieselnc. TM1UMaY�10d09tl92015 P ge5'28)fi i
J
ID:6H?�cM I6c4e8LHnD43dQbjzXm00-KRHSewvMOLLNOT?28PZGO%IoSmiZplv8wzz2_VzEla_
I__ _ ]-9-] 15-0-14 .. 18-3-5 _F 2141d __ 25-11-4
]9] � I��---- ]-3-1 3-2-] &]-05 4-0�0 �
12xt2 � Scale=l:]].8
I 9A0 12 �
� IOx�O ��
� 5
12
Bx8 �� 8x8 =
14
3 6 15 '
q �
4x0 G �/
]
Bx8� � �
� rv
1 �� � �� o
I � - . . �� _. . I �m
16 1] �� �8 10 9 �9 8
6x10 II pKd II exi� - 3x8 = 3x6 =
i ]-9-] 15-044 _ � 183-5_�21-11-0
_._ . ____ ]-9-] _�.� ]-34 3-2-1 9.]45
Plale Offsels IX VLj1;0-5-10,0-2-11�,_[3:0-4-0 0-5-41 f4:Edae 0-5-e1 IS'0-5-0,0-7-8� I6:0-2-12 0-3-01 f109-4-0 0-48].
LOADING(psf) SPACING- �2-0-0 CSI. DEFL in (lac� I/deB� � L/d PLATES GRIP �
TCLL 100.0 plate Grip DOL 1.00 ��. TC 0.92 Vetl(LL) -0.06 1-11 >999 360 � MT20 118/123
(ROOfSnow=100.0) �
TCDL �5,4 i LumberDOL 7.00 BC 0.55 Vetl(TL) 0.14 1-11 >999 180 �
BCLL Q,0 ' , Rep S�ress Incr NO WB 0.59 , Horz(TL) 0.03 8 Na n/a
BCDL 10.0 __L_Code IBC2012/TPI2007 _ (MaVix) _ Wind(LL) 0.01 1-11 >999 240 WeighC2901b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'ExcepP TOP CHORD S�mclurel wood sheathing direc�ly applie0 or 6-0-0 oc pudins, except
4-7:1.5X9.5 Microllam LVL 2.OE TG end verticals.
BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling direc�ly applied or fi-0-0 oc bracing.
WEBS 2x4 SPF 2100F 1.8E'Excep�' WEBS 1 Rowal midp� 3-10,4-10,6-8,5-9
3-11:2x4 W W S�ud,4-10,5-9:2z6 SPF i650F 1.SE MiTek recommends�hat Stabilizers and required cross bracing
6-8:1.5X5.5 Microllam LVL 20E TG be installed during�mss erec�ion,in acwrdance wi�h Stabilirer
OTHERS 2x10 DF No2 Ins�allation guide.
LBft SCAB 5-7 2x10�F No 2 bo�h 5ides -
SLIDER LeR 2x6 SPF 1650F t5E 4-11-2
REACTIONS. Qb/size) 1=2594/0-5-B (mirt 0-4-1�,8=3861/0-5-8 (min.0-1-8)
Max Horz 1=281(LC 27)
Max Uplifli=-111(LC 28),8=4(LC 31)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less eacep�when shown.
TOP CHORD i-13=2505/851,2-13=-2667/648,23=-2220/655,3-4=-1402/504,4-5=-8941510,
5-12=-1198/0,12-14=-1455/0,644=-1514/O,fi-15=0/ll50,7-15=0/1043,6-8=-3830/2
BOT CHORD 1-16=-740/1587,i6-17=-620/1587,11-17=-620/1587,11-18=-620/1587,10-18=-620/1587,
aio=siaizao
WEBS &10=-1104/516,4-10=-861/0,6-9=41571577,5-9=-462/1109,5-10=0I1592
NOTES�
1)Atlached 10-0-0 scab 5 to 7,both face(s)2x10 DF No2 wi�h 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.excepC starting at 0-1-10
from end at joint 5,nail 3 row(s)at 4"o.c.for 2-0-0;statling a�2-5-W from end at join�5,nail 3 row(s)at 4"o.c.for 3-5-12.
2)Wind:ASCE 7-10;VuIb115mph(3-second gusl)Vasd=9lmph;TCOL=6 Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFftS p 0 LI
(envelope)�,canlilever lefl and righ�exposetl;end vedical lett and righ�ezposed;Lumber DOL=1.33 plate grip DOL=1.33 OQ�P` ��� CFn,
3)TCLL�.ASCE 7-10;Pf=100.0 psf(Oat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 O� ��QA�� ���ir�.
4)This lmss has been designed for greater ot min roof live load of 15.0 psf or 2.00 times Aat rooF load of 100.0 psf on overhangs V i �Q � Q
non-conwrrent with other live loatls. :Q,� �L��
•
5)This lmss has been designed for a 10.0 psf bottom chortl live loaa nonconwrreN wtlh any o�her live loads. Q -���.
6)'This Iruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' C A A G(1 A y•
f�belween the bo�tom chord and any olher members,wilh BCDL=10.Opst r...� . . G`Y`+J�`-h
•
7)Bearing al join�(s)8 considers parallel ro grein value using AN51/TPI 1 angle to grain formula. Building designer should verify capa ' �: -�
o(bearing surtace. � :� •��
8)P_;itle mechanical connec�ion(by o�hers)of�mss to bearing plate capable of wi�hstanding 100 Ib uplift at join�(s)8 excepl Q1=1b) ��,•.��.• ��'��
9)This tmss is designed in accordance with Ihe 2012 In�ema�ional Building Cotle section 2306.1 and referenced s�andard ANSI/TPI L �SiS'�QNAL�\V�\
10)This�mss has been tlesigned For a to�al drag load of 2401b.Lumber DOL=(1.33)Plate grip DOL=(133) Connec�Imss to resis�drag
loads along botlom chord from 20-11-4 to 21-11-4,0-0-0 to 1-0-0 for 120.0 plF.
11�Hanger(s)or other conneclion device(s)shall be provitled sufficient to support concentrated load(s) at 0-0-0,and at 1-0-0 on top May 21,2��
�WAFNING V tytl g p � tlREA0N0TESONiNISANOINCLUDEOMITE,CREFERANCEPAGEMII)11J OL1N1015BFFOREUSE. j
�e g �tl� eo I� �I mt7 k � .Ili d 'g�ibasetlonlyopo p t ho tl t o 'ntl tl alb ld gt p n� �� '
Applmb'Ityoftlesi5 Poa ele o dp p - p tonolcomponer� aspo ib'flyofb Id gtl -g � �� d�'g -BOC' BsM1Own
isl I � i pp !o�' d 'd al b e be ly. Addtonaltempomryb � gl - oaslabltyd ' gt st � - tl p til�yol�M1e
aratlar. Atldtonalpe anenfbmcng 1��eovemllsVO<N�e's�M1eresponstiltyotiM1ebultlingtlesgnecFOrgeneraly�tlanceregordng ���Q�
fab�icotlon,qooliry conlrol.storoge,tlefaery,a�ec0on ond bracing.mnsult AN51/iPll qvality Crltetla.DSB�B9 antl fiCSI Balltling Componenl ' ppyy Greenbeck Lene
Safely InlormaMOn avallpble hOm Im55 PIp�B InS�l�ui¢.]81 N.Lee 54ea1,Soi�e 312 hlceandd0.VA 2291 d_ �.
Sule 109
- _.-. --._.. I. .CiIm.cHei9M1IS.C.A956ID __ _
Job Tmss ITrussType aty Pty uan'samgelemg4lROOrtmsses
03041459 A1 — �ICOMMON �� I � Job RB(g[�nce(ool00dl) R445328]6
NpinaTmss. Mon�mse,CO-81401 ` ]620sMarD2015MITeklnduslnes,lnc. TM1OMay2108E9:192015 Page2
ID:6H?ocM I6rAe8LHnD03a06jzXm00-KRHSewvMOLLNOT?28PZGoXIuSmIZpN8wzz2_VZEIa_
NOTES-
12)In lhe LOAD CASE(S)sec�ion,loads applied to the face of�he truss are noted as(ront(F)or back(8).
LOAO CASE�S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.00,Pla�e Increase=1.00
Uniform Loads(pl�
Vert:1-4=-230,4-6=-230,6-7=-230,1-8=-20
ConcenUated Loads(Ib)
Vetl:1=-1800 13=1800 14=1800(B)15=-1800(F)
Horz 1=1350,13=-1350,14=1350(B),15=-1350(F)
AWARNING-Verl/ytlesignpa�emelersenEREA�NO�ESONTNISANDMLLIIOEOMITEKREFERANLEPAGEM14101rev.OLiN]0156EFOREUSE. ��
�esg al'tli eo IV IM1Mtekm � �� d 'g 'sbasetl ly p paa et sfi d� lo o d' tl Ib ldng<o po t.
Appl bl�y Itl sig paa e�e tlp pe ' copom�o t p ne Is ep 'tiltyolb Id qdes9 er- 1� tles9 e 0 g hown
� potof d tl I b e ba I/. Addt I�e poaryb gl - eslablryd � g � � 'S�1 ep b'llty Ithe �A'Te�
rs( I 1 I p
ere<lo Add'io al p t b oc' g ��I II tmct e'i tha p b fly of�Fe b lld 9 d -gner.For ge e al g tl nce eg d'g IVI 1 �
tob<of ,quollV�o I ol.slo og tlel' ry. e<fon antl b - 9,consWl ANSIpPII Ooollly C It Ia.D58-B9 tl BC51 BWlding C p enl ))p Greenback Lane
Snl ly I 1 emaXOn O O IOble fmm Imss PIOI¢I StIN�e.I81 N.lee$h¢¢I.SNfe 312 AI xantlrb VA P4}I d_ 3u'le 109
_ — ..__._ . .__ ' ���tass�m
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1
OJ021 15B R445328)]II
� Z � J
_� Job Reference 9plional
Alpinaimss, Monlmse.CO-81401 �b20sMar2]2p15MITeklnauslnes,lnc TM1UMay21 08 4922 2015Payei
ID:6H?QCM I6c4e8LHnOA3d�bjzXm00-kOzbHyxEgGjxFwkcpX�zQAwZaz?IOCiadxCiaqzElZx
�_ _. __ 15-0-10_ _ _ � 21-]-II 21-1�-4
15-0-14 6-6-04 0-9-8
Sx5 = Swla=1:682
11
9D0.12 �0 12
Jx6 =
9 � 13 3x4 II
8 14 3x8��
� ] 15
16
6
8x8 O 5 �
�
� �
�
n
., I. � � � �� �m
I , ,, 'fi� I� I �I � �� I ,� � �, � � �e
,; ,s=- �- � - I � _I�I I
� _. ,
32 31 30 29 28 D 26 25 24 23 22 Y1 40 19 1833 V
3x4 i 5x5 = 3xB=
, _ 21-11�4_ . _ . _ _ _
21did
- . __ - _ _ - _ - _ -_ ._ _—__ —
PlateOff@e�s XY- �4:0-4-O,Q=4-81,�16:0-2420-0-B]�1&f .03-8,04-8 25:0-2-803-Oj_
LOADING(PS�� � � � -�- � - � - - -
TCLL 100.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d � PLATES GRIP
(ROOf Snow=100.0) p�a�e Grip DOL 1.00 I TC 029 I Vetl(LL) n/a - n/a 999 . MT20 169/123
TWL 15.0 LumberDOL 1.00 BC 0.08 Ven(TL) n/a - n/a 999
BCLL 0.0 ' � RepSlresslncr NO , Wg pJ1 Horz(TL) -0.01 17 n/a n/a
BCDL 10.0 .� Code IBC2012/TPI2007 'I_ (Malrix) I Weight 1841b FT=O%
LUMBER- BRACING�
TOP CHORD 2z6 SPF 1650F 1 SE TOP CHORD Struclural wood sheathing airectly applied or 6-0-0 oc purlins, excep�
BOT CHORD 2x4 SPF 1650F 75E end verticals.
WEBS 2x4 SPF i650F 1 SE 80T CHORD Rigid ceiling direcUy applied or 6-0.0 oc bracing.
OTHERS 2x4 W W Stud'Excepl' WEBS 1 Row at mitlpt 1 L22,10-23,9-24,12-21,13-20,14-19,
1 L22:2x4 SPF 1650F 1.SE 15-18
MiTek recommends Ihat Stahilizers antl requiretl cross bracing �
be installed during�mss erec�ion,in acwrdance with S�abilizer
Inatallation guide. �
REACTIONS. All bearings 21-i t-4. - - � � ----
(Ib)- Max Horz 1=279(LC 26)
Max Uplifl All uplift 100 Ib or less at joint(s)22,23,24,25,26,27,28,29,30,
31,20,19 exceP�17=-108(LC 22). 1=-212(LC 19),18=-109(LC 19)
Max Grev All reac�ions 2501b or less a�join�(s)3�except 17=898(LC 1),1=380(LC
42),22=418(LC 7),23=313(LC 1),24=338(LC 1),25=336(LC 1),26=333(LC 1),
27=336(LC 1),28=343(LC 1),29=332(LC 1�,31=832(LC 1),21=317(LC i),
20=638(LC 1),19=1378(LC i),18=2007(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 1-2=-478/513,2-3=-410/378,3-4=376/373,4-5=340/370,5-6=309/342,6-7=-283/379,
7-8=-258/296,8-9=-235/D1,13-14=-202/331,14-15=231/632,15-16=-790/Sfii,
16-17-=857/108
WEBS 11-22=392/69,10-23=-286/32,9-24=310/28,8-25=-309/33,7-26=-30&29,
6-27=308/28,5-28=318/29,4-29=-298131,231=-547/45.12-21=289/13,
13-20=-614/25,14-19=-1341/31,15-18=-1564/22.16-18=-513/149
Nores- D�pDO LI�Fn'
1�Wintl:ASCE 7-10;Vu1�=115mph(3-second gusq Vasd=9lmph;TCDL=6.Opsf;BCDL=6.OpsF h=25ft;Ca�.II;Exp B;enclosed;MWFRS Q�' •'QpUI� �.vs(C
(ernelope);canlilever IeR and right exposetl;end vertical lef�and righl exposed;Wmber DOL=1.33 pla�e grip�OL=1.33 V��� 9j���
2) Truss designed for wind loads in�he plane of�he iruss only. For studs ezposed to wind(normal�o the face),see Standard Indus�ry Q- �p:
Gable Ena Details as applicable,or consul�qualifed building designer as per ANSI/TPI 1. �Q' "'�
3)TCLL:ASCE 7-10;Pl=100.0 psf(Oat roof snow);Category II;Exp 8;Partially Exp.;Ct=1.1 E44594 D'
4)All plates are 2x4 MT20 unless otherwise indicated. �� � �
5)Gable requires con�inuous bollom chord bearing.
6)Gable sWds spaced at id-0 oc. • ��'
A�
7)This�mss has been designed for a 10.0 psf bo�tom chord live load nonconcurrenl wi�h any o�her live loads. ���.'���•• :���
8�'This Uuss has been designetl for a live loatl of 20.Opsf on�he bottom chord in all areas where a rectangle 3-6-0�all by 2-0-0 witle will CCS ••�•'�� ��
fi�beN+een the bo��om chord and any other members. S�ONAL�N
9)Provide mechanical connec�ion(by others)ot�mss to bearing plate capable of wi�hstanding 100 Ib uplift at joint(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 tlesigned in accordance with Ihe 2012 In�ernational Building Code section 2306.1 antl referencetl standartl ANSI/TPI 1. M2y P"I,ZO'I
QWARNING V rytl Ig p 1 tlREAONOIE50NiHISANpINCLUDEOMITEKREFERANCEPAGEMl1)IlJ .OY1N]OISBEFOftEUSE II
De y al'tl lo I� �I fdiek lo s.�M1 tl �g � ba tl ly po po � s sho d' b a � tl d al b ld g p ne V. �� I
nppl bllyoltle-g p fesa tlp p ' copo Y Ico p � espo Sf�y Ib Id' Btl -g - ot� d g e.0 ' qshown
islo lol I pp �pi tl �tl I b e b ly_Atldt I� po ryb glo' 1 blrytlo' g l ct'o - I' po till�yollM1a �����
re � Atld� Ip� e Ib � g I� eo II � - Ih po sblty fIF bdld Btl �g �_FO g mlgodanceregod'ng
lob Y .qool ly t l f mge.tlel ry c�ion ontl b =g.mnsol� ANSIpPII QuaIIN Crltetla,DS!-89 antl BC519vllding C mponent I ))))Greenback Lane
Salely I 1 rmaMOn avo'bble fmm imss Pa1 I sY�ute.)81 M.L St eL$olle 914.Alexontlna,Vn 2291E. Su la 109
LiWSHeigtJS,CA35610 _ _ __
09021-0SB —.:.A1G5 GAO�ETYPe . . .����— � �ly Ply ' jlonRgfgfqngg(opfonal�msses R445ffi8�
NpineTmss. Monlmse.CO-81901 Z620sMar3>4015MITeklndusines,lnc. ThuMayP108:E9224015 Page2
I�:6H?QcMI6c4eeLHnD63d�bjzXm00-kOzbHyxEgGjzFwkcpXlzQAwZaz?IOCIadxCiaqzElZz
NOTES-
i i)This huss has been designed for a total drag load of 24016.Wmber DOL=(1.33)Pla�e grip DOL=(1.33) Connec�Vuss�o resis�dreg loads along bol�om chord(rom 20-11-4�o
21-11-4,0-0-0to 1-0-0for 120.0 plf.
LOAD CASE(5) S�andard
i)Dead+Snow(balancedg W mber Increase=1.00,Plate Increase=1.00
Uniform Loads(pl�
Veh:i-11=-230.11-13=-230.1-17=-20
Trapezoidal Loads(pl�
Veh:13=345-to-16=-2030
�WAFNING-Verily tlasign paremeters antl READ NO�ES ONTNIS AND INCLUDEO MITEK REFERANCE PAGE Mll-0I)3 rev.OL1N1015 BEFOftE USE.
Oesg I41 only "tM1 Miek<o t .iFi tl g �s based ly po p le s Pio tl- fo a 'i 3 tl I b 'Id g po e L ��
Applt tilly Itl 9gnpaa 1 tlp p - copoofo � p � Po itilry tb Id gde'g e � f� tl g e.8oc 9sM1Own
Islo lote Is ppo�toi d tl I bm beso ly_Atld� I� poarybac' gl sbbl'ry0 9 � cfo SI'e ep blllyol�M1e MiTek'
ec�or_Add't'o al permanenl bmc'n9 of ihe ovemll s�mcb�e 11M1e respons 6fry al�pa bo'Id�og tleigner.For qeneral gu dance regardig
fobnm�lon,qualltycon�ml.slom9e.0ellvery,araction ontl bmdng.c nsWt ANSIpPII Ooallly Criterla.050-09 antl BC51 BWitling Camponent )p�Greenback Lane
Sa�erylnbfmaXOn avallablefmmimssPlatelnslilole.I8lRLeeSbeeLSoite312AlexanCno.VA22914. 9uI1e109
. _ ._ _ _._ _ .. — __.. — —.___.. �. CiWSNei9hIS.LA95fi10-- _
Job rjN55 �TNSSType Q�y ply �Lion'sRltlge/BItlg4/ROOlimsses
RJ45I28)8
00021�15B IB1 ROOFSPEQAL I� � �
NlpinaTmss. Monlrose.CO-81d01 - - " - -- --L- I--1.19bRefe�enpe o IipndJ_ _
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�_ _ �-6"6 .___ . 15-0-04 �_ 18-10.6_ 21.i1i�
�.6"6 �5 8 3-9.8 3-0-10 0-0.8
6x12 MT18HS I'� Scale=1:80]
9_OOI12 4
4.0a 12
5 Bxe �
12 4x4 !I
Bx10 �i 6
] I
- 3 �I1Ie
Yli I
� �
4x4 i
8x8�i y e
1 " I I�
� I� : ��I _ . I
ffi 14 �Q 15 9 16 1I 8 ,
6x8 II
2x4 i�i ex8 = 4x8 MT18HS= �
� ._ 766_ ' _ _ 15-0-04 . . _. 21q1-4 . .
. -_ -�66 .. . _].fi_8. __ � 640�6
_Plate ORSe(s IX VI- [3:0-5-0 0-4-81 f6:0-2-0,0-1-12 9:03-0 Edael_ - - - � -� ---�--- �
LOADING(psp � � �� i � - _ -. . � - I - � -
TCLL 100.0 SPACING 2-0-0 CSI. DEFL. in (loc) I/de� L/d PLATES GRIP
(Roof Snow=100.0) Plate Grip DOL 1.00 TC 0.82 Vetl(LL) -0.09 8-9 >999 360 � MT20 169/123
TCDL i5A . WmberDOL 1,00 � BC 0.82 Vert(TL) -020 9-10 >999 240 MT18H5 197I144
BCLL p,0 ' Rep Slress Incr NO WB 0.83 Horz(TL) 0.05 8 n/a n/a
BCDL 100 Code IBC2072RPI2007 (Matrix) Wind(LL) -0.03 B-9 >999 240 I Weight:1481b F7=0%
.- _ .�_ . �- _ _ .. - L
LUMBER- BRACING � �
TOP CHORD 2x6 SPF 1650F 1.5E'ExcepP TOP CHORD S�mcWrel wood shea�hing directly applied or 4-&4 oc purlins, excep�
3-4:2x8 SPF 1950F 1]E,13:2x6 SPF 2100F 1.8E end vedicals.
80T CHORD 2x4 SPF i650F i5E BOi CHORD Rigid ceiling tlirec�ly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 1650F iSE'Excepl' WEBS 1 Rowat midpt 3-9,4-9,6-8,5-8
3-10,5-9:2x4 W W SWd �MiTek recommentls�ha�Stabilizers and required cross bracing
SLIDER Left 2x6 SPF 1650F 1 SE 4-9-0 be installed during lmss erec�ion,in accordance with Slabilizer i
I Installalion quide_ J
REACTIONS. (Ib/size) 1=2863/0-5-8 (min.0-4-8),8=2705/0-5-8 (min.0-4-4) - - -�-- - --
Max Hoa 1=230(LC 34)
Max UpliftB=-160(LC 37)
FORCES. pb)-Max.Comp/Max.Ten.-All(orces 250(Ih)or less except when shown.
TOP CHORD 1-17=2900/6�1,2-11=-3098/368,2-3=-2fi63/392,3-12=-1803280,4-72=-1331/259,
4-5=-1453/210.6-8=-612141
eOTCHORD 1-13=-637/1874.13-14=507/1874.10-14=-507/1874,10-15=508/1872.9-15=-508/1872.
9-16=-94q24.i6-17=-94/724.8-17=-94/724
WEBS 3-10=0/301,3-9=-1156/568,4-9=-293/131,5-9=-73/1082,5-8=2269/214
NOTES�
1�Wind:ASCE 740;VuIt=115mph(3-second gust)Vasd=91 mph;TCDL=6.Ops/;BCDL=6.OpsF h=25ft',CaL II;Exp B;endosed;MWFRS
(envelope);cantilever lefl and righ�exposetl;end vertical lek and right exposed;W mber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 pst(�at roof snow�;Calegory II;Exp B;Patlially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This Iruss has been designed for greater o(min roof live load of 20.0 psf or 200 times flat roof load of 100.0 psf on overhangs
nomconcurren�wi�h other live loatls. O�PD O L/C�
5)All plates are MT20 pla�es unless o�herwise indicatetl. O� .••��� �.. n,
/�
6)This�russ has been designed for a 10.0 psf bonom chord live load nonconwrrent with any other live loads. � cr
7)'This Uuss has been designed for a live load of 20.Opsf on the bo�lom chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will V QAUL '9� F�
f�belween lhe bo�tom chord antl any other members,with BCDL=10.OpsL jQ,� �L i
B)Pmvide mechanical connec�ion(by others)o(imss b bearing plate capable of withstanding 100 Ib uplik at joint(s)except(jt=1b)8=160, �,�';? mSl i
9)This huss is designed in accortlance wi�h Ihe 2012 In�ernational Builtling Code section 2306.1 and referenced standard ANSI/TPI 1. /�� �_�`r r�59(�D:
10)This�mss has been designed for a total dreg load of 24016.Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connect Imss to resist drag �� � ���
loads along botlom chor0 fmm 0-0-0�0 1-0-0 for 240.0 plt A� •
11 Han er s or o[her connection device s shall be rovided suKCienl to su : �
� 9 ( � O P ppoh concentreted load�s) at 0-0-0,and at 1-0-0 on�o
chard. The desigNSelection of such conneclion device(s)is�he responsibility of o�here. P ���,`�� �����
(C` '��....�•' ��
�OADCASE(S) Standard SS�ONALEN
May 21,201
�WARNING V lyEe lg p t tlREqDNOTE50NiHISANDMCLUDEDM?EKREFERANCEPAGEMII)4)J .OL16/Ia158EFOREUSE �'
Defg atllo ly YM1Mi k o 1 .Ih' de'g - b do ly p p o el I N o tl- b � tl U alb ld gco p enl ��'
Appl Fillyofde-g P a eta tlpope � p �o ofc po e 1' p 'b'I'tyofb Id gtle'q e -n �� tlesg er.Bat g lo�m
slOrlplB I pp0101-d-tlpl ¢b b SOIy. Adtll I�B p rybOC g1 � ulei�Obl�ytl ' g O51VCI - �IC+I�Spo �bllly I�IIf
ec�o-Atld� Ipe a tb ' qol� Ilitott � IFerasponsbfrypllFeboiltlingtle�g .Frge alq-tl ceregdg ���Q�(
lobrcalon,qool tY conirol.storoge,tlel'�ery ecYOn ontl b oc g onsN� ANSI/LPIt Qpallly C Iter�o,�SB�89 antl BC51 Bolldin9 Componenf '� )»)Greanback Lane
Sa�ely InlormaMOn ova lable fmm Ross PI � I stlNte.J81 N_L S�ee�SUrle]I2 Alexa drio.VA 2211n. � S 'le 109 �
n
_ - - _---_ _ . - . .._I_...C4usHV91VS.CA.956ID .
Job TN55 TmsSType � Qly 1PIy Lion'sRl4gelBldg4lHOOfimsses
Rd45328]8
03021-0SB 81 — ROOF SPECIAL 33 �
ab Reference loofonall
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LOAD CASE�S) Slandard
1)Dead*Snow(balanced):Wmber Increase=1.00,Pla�e Increase=1.00
Uni(orm Loatls(pIQ
Vert:i-4=-230,4-5=230,5-6=-230,6-7=-230, i-8=-20
Concenirated Loads Qb)
Vert 1=-180011=1800
Horz:1=1350,11=-1350
AWSRN�INtlb ,ryoly9ThMik' QRaADNOtlES�ONT�HISA�N�INC��E�MITENREFE�ANCE�AG�M�I]4�tl �Ib��dng�pF�REUSE.
Appl til�y Itl�slgnpao etesa dpop p aY olco p f p tilryoibold qtle�9 e - �� tlesg o-B g M1 wn ��
isfo lole I ppo�tof' d�d I b b ly. Htld't'o It p ryb c Blo'nsvres� bllytl -g niVClo ilh p till�yol�M1e
ere<br. Atldtonolpermoien�bmcrgoitFeoveinilslmcture-s�lera5ponsblryollhebulldigtlefgner.FOrge omlgutlancaragatl'rng MiTek'
fabrico�ion,qoalify coniml,slomge.tlellvery,eredior�ond bmting<onsult AN51/iPll poapty Crl�erlo.D39�B9 antl BC51 Bullding Component ))))Greenback Lane
Salery InlormaXOn availoble lrom imss Piale InstiW�e.]81 N.Lea SVeel Suite 312 Alexantlno.vA 2231 a. Sule t09
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22-&12
I . 15-0]4 18-00�6 31-11-0
15.0-0A - .. - .— �-98 J.0-04 0�-�8
6x6 = Scale=l]8.5
H
I2z4 II � 2xE II 400i12
900I11 � 10x1p �
2x4 �', � � 6x6 �
2x4 li F K �
M f
2x4 I' E I
8x8 �i D I
P
6x6 �i � Sx12 II
�A Sx8 �i �� �
Sx8 � e
� � A -' u _ � � _ � _ u_ � �
Bx8 II % W V U T S R p P O N
3x611 yx9 II 2x4 II px4 II yx4 115x5 = 3x6 II 2x411 3xBM18SH5 'I
6x6 =Tx4 I I
� _ _ 18.10-6 _ 21.11-0
- ._ 1840-6 � 3.p.�q
Plate Offsets fX Y)- �A:0-544 0-0-17 [A�2-7-3 0-2-81,[8:0-1-4 0-2-81 1C:0-4-0,0-4-81 fJ:03-0 03-81 IL:P2-4,0-4-41 1S:0"2-8 0-3-01 � - �
� � _. . - _ . __
�OADING (PS�00.0 I SPACING 2-0-0 � CSL � OEFL. in (loc) IPoefl L/d PLATES GRIP
(ROOBnow=100.0) Plate Grip OOL 1.00 TC 0.43 Vert(LL) 0.00 M Nr 180 MT20 197/144
TCDL 150 LumberDOL 1.00 �, BC 0.63 Vetl(TL) 0.00 M Nr 80 MiBSHS 197/144
Rep S�ress Incr VES WB 1.00 Hoa(TL) -0.07 N n/a n/a
_BCDL 10.0 _ CodeIBC2012/TPI2007 (Matrix) i Wind(LL) -0DO �-M n/r 120 � Weight19016 FT=O%
LUMBER- BRACING-
TOP CHOR� 2x6 SPF i650F 1.SE TOP CHORD Sheathed or 4-0-1 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD RigiO ceiling tlirectly applied or 33-7 oc bracing.
WEBS 2x4 SPF 1650F LSE WEBS 1 Row a�mitlp� L-N,H-R,GS,FT,I-0,J-P
OTHERS 2x4 SPF 1650F 1.5E JOINTS 1 Brace al Jf(s):Y
SLIDER Lefl 2x8 SPF 1950F 17E 3-9-8 MiTek recommentls�ha�S�abilizers and required cross brecing '
be mstalled during tmss erection,in accordance wilh Slabilizer �
. Ins�alla�lon guitle _
REACTIONS. Allbearings21-11-4. ---- -- -�
pb)- Max Horz A431(LC 34)
Max Uplift All uplift 100 Ib or less a�joint(s)T,U,V except N=-2039(LC 35),
A=-0446�LC 28),R=1081(LC 31),5=228(LC 31),W=405�LC 37),X=-790(LC 37�,
Q=-214(LC 39),0=-294(LC 29),P=-2097�LC 28)
Max Grav All reactions 2501b or less at join�(s)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=479(LC 15),X=1128(LC 48),Q=700�LC 26),0=578(LC 26�.P=2179(LC 35)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD A-6=-6571/6462,&C=5010/4958,C-D=-4387/4344,�-E=3753/3663,E-F=-3141/3077,
F-G=-2496/2491,G-H=-1800/1795,H-1=-1153/1199,6J=-673I714,J-K=-606/594,
K-L=-593/568,L-N=-1940/1904
BOT CHORD A-X=-4604/4665,W-X=3940/3928,V-W=3464/3450,U-V=2984/2970,T-U=-2504/2490,
S-T=-202412010,R-S=1564/1551,a-R=-1062I1048,P-Q=582/568,O-P=-73fi/718
WEBS H-R=-1203/1111,G-5=-643/252,P-T=-543/95,EU=457/43,D-V=-479/78,C-W=-448/132,
B-X=-1058/808,b�=-663/239,O-Y=-593/340,J-P=-737/274,P-Y=-1981/1995,
L-V=-2328/2343,K-Y=-860/696 �PpD 0 L ICFiL
,......, s
NOTES- 0����� PUL • CC
1)Wind:ASCE 7-70;VuIt=115mph(3-second gus�)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.OpsF',h=25ft;Cat.II;Exp 8;enclosed; V�,�P 9/L��
MWFRS(envelope);can�ilever lef�antl righ�ezposed;entl vetlical lefl and right exposed;Lumber DOL=1.33 pla�e grip�OL=133 Q m�
2) Tmss designed for wind loads in the plane of the Uuss only. For s�uds exposed b wind(normal to�he face),see Standara Industry �•
Gable End Delails as applicable,or consult qualified building designer as per ANSI/TPI 1. Eq.[�, 94 D•
3) 7CLL ASCE 7-10;Pf=100.0 psF(fla�mof snow);Ca�egory II;Exp B;Partially Exp.;Ct=1.1 � •
: •
4) Unbalanced snow loatls have been considered for lhis design. .p : :�
5)This imss has been designed for greater of min mof live load of 20.0 psf or 2.00�imes�a�mof loatl of 100.0 ps(on overhangs 'f� . f �
nomconcurrent with o�her live loads. O�, . : \�
6)All plales are MT20 plates unless o�herwise intlicated. CC �����••• � ��
7)Gable requires continuous boltom chora bearing. sis/�NAL�N�
8)Gable s�uds spaced at 2-0-0 oc.
9)ihis tmss has been designed for a 10.0 psf bo�tom chord live load nonconcurrent wi�h any other live loads. MaY 2�,2��
10) 'This tmss has been designed for a live load of 20.Opsf on the bo�tom chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide
li C0116�(LAIA�9E��irytlesignparamefeisanJREAONOTESONTHISANDINCLUDEDMITEKFEFERANCEPAGEMII-0�]]iev.0L1610158EFOREUSE. ��
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NOTES�
11) Provide mechanical connec�ion(by o�hers)o(�mss b bearing pla�e capable of wilhstanding 10016 uplifl atjoint(s)T,U,V except Qt=Ib)N=2039,A=4446,R=1081,5=228
.W=105.X=790.Q=214,0=294,P=2�97.
12) This lruss is tlesigned in accordance with the 2012 Intemational Building Cotle sec�ion 2306.1 and referencetl s�andard ANSI/TPI 1.
13) This Imss has been designed for a total drag load of 240 pl(Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connec�Imss lo resis�drag loads along bottom chord from 0-0-0
l0 27-11-4 for 240.0 pif.
LOAD CASE(S) Standard
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� 21-6-12 _ .
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Plate Offsets fX Y)- f1:0-0-0,0-3-01 I2:0-3-9,0-4-0 71:0-2-13 0-4-4�,[17'.0-2-8,0-3-�_ � - � �
LOADING(ps� SPACING 2-0-0 CSL � OEFL. in �(loc) I/defl L/d PLATES GRIP
TCLL t00A . plate Grip DOL 1.00 TC 0.60 Vetl(LL) n/a - n/a 999 MT20 169Ii23
TCDLSnow=10050 I LumberDOL 1.00 � BC 0.91 , Verl(TL) n/a - n/a 999 MTiBHS 169/123
BCLL 0,0 ' Rep SUess Incr NO I WB 0.82 Horz(TL) -0.07 14 n/a n/a
Code IBC2012RPI2007 MaUix _ o
( �
eCOL 10A i ' Weight:i851b FT-0%
_ _ __ _
LUMBER- � BRACING� �
TOP CHORD 2z6 SPF 2100F 1.8E'ExcepP TOP CHORD SUUCWreI wood sheathing Oirec�ly applied or 43-1 oc putlins, except
9-17,11-13:2x6 SPF 1650F 1.SE entl vehicals.
BOT CHORD 2x4 SPF 1650F 1.SE 80T CHOR� Rigid ceiling direc�ly applied or 3-1-4 oc bracing.
WEBS 2x4 SPF 1650F 1.SE WEBS 1 Row at midpt 13-14,9-17,8-1g,7-ig,10-i6,12-75,13-15
OTHERS 2x4 VJVJ Stud'ExcepP � MiTek recommentls tha�Stabilizers and requiretl cross bracing I
9-17,8-18,2-23,10.16:2x4 SPF i650F 1.5E be installed durin Imss erec�ion,in accordance wi�h S(abilizer
SLIDER Left 2z10 DF No2 3-9-8 I 9 .
I_nstallatio_n_quide, _ _ _ �
REACTIONS. qll bearings 21-6-12.
Qb)- Max Horz 1=273�LC 34)
Maz Uplifl All uplift 1001b or less atjoinqs)19,2q 21 except 1=3754(LC 45�,
74=-2092(LC 30�,17=-1087(LC 30), 18=287�LC 30),23=-2111(LC 36), 16=-234(lC
38),15=-2012(LC 27)
Max Grav All reactions 2501b or less at join�(s)23 except 1=5754(LC 34�,
14=2102(LC 31�,17=1250(LC 31),18=740�LC 23),19=534(LC 14),20=511(LC 14),
21=502(LC 1),22=626(LC 1),16=800(LC 15),15=2156(LC 34)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All torces 250 Qb)or less except when shown.
TOP CHORD 1-25=-7023/6052,2-25=7061/5665,&3=-5000/5119,3-4=-4425/4403,45=3835/3806,
5-6=-3492/3444,6-7=-3230/3157,7-8=-2589/2592,8-9=-1863/1863,9-2fi=1202/7253,
10-26=-983/1015,10-11=-6791764, 12-13=-597/578,13-14=-7452/1458
BOT CHORD 1-23=-4705/4677,22-23=-3953/3939,2b22=-3487/3459,20-21=-3007/2936,
19-20=-2527/2499, 18-19=2047/2019.17-18=-1567/1539.16-17=-1104/1077.
15-16=597/570.14-15=597/571
WEBS 9-17=-1220/1124,8-18=-702/309.7-19=-494/100,6d0=-469/61.421=-469149.
a-xz=-sszio,z-zs=iosizons.io-�s=-�enzaa,iz-is=-�isias,ia-za=-sisiszo. ��pDO UCF^I
15-24=2030/1995, 13-24=-1444/1416 � � . �•••.. 'Us
VO��PpU� 9L��`O
NOTES- �
1)Wintl:ASCE 7-10;VW1=115mph(3-second gust)Vasd=9lmph;TW L=6.Opsf;BCOL=6.Ops(;h=25ft;Cat.II;Exp B;enclosetl;MWfRS ���
(envelope�;cantilever lefl and righl exposed;end vertical left and righ�exposed',Lumber DOL=1.33 plate grip DOL=1.33 �/ �R^r� r ^ y!
2) Truss designed for wind loatls in�he plane ot�he�russ onty. For sWds exposetl to wind(normal�o(he face),see Slandard Inaustry ti'
Gable End Details as applicable,or consul�qualified buildinq designer as per ANSI/TPI i. .
3)TCLL:ASCE 7-10;Pf=100.0 psf(flal roof snow);Category II;Exp e;Partially Exp.�,Ct=1.1 q��� .���
4)Unbalanced snow loads have been considered for this design. •
5)All plates are MT2�pla�es unless olherwise indica�ed. ����'..� � �. ' ��
6)Gable requires continuous bo��om chord bearing. �SS� �� � N�?�
�l cabie swas saa�ea a�vo-o o�. ONAL E
B)This Imss has been designed for a 10.0 psf bottom chord live load nonconcurren�with any o�her live loads.
9�'This lmss has been designetl for a live load of 20.Ops/on ihe bo��om chord in all areas where a reclangle 3-6-0 tall by&0-0 wide will May 21,2��
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NOTES�
10)Provide mechanical connection(by o�hers)of tmss�o bearing pla�e capable of withstanding t001b uplift aljoin�(s)19,20,21 excep�Q�=Ib)1=3754,14=2092,17=1087,18=287,
23=2111,16=234, 15=2012.
11)This tmss is designed in acwrdance with�he 2012 Intemalional Building Code seclion 2306.1 and relerenced standard ANSI/TPI 1.
12)This truss has been designed for a lotal drag load of 240 pIL Lumber DOL=(133)Plate grip DOL=(1.33) Connecl�mss b resist drag loads along bo�tom chord from 0-0-0 to
21-6-12 for 240.0 plf.
13)This Uuss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure imss against upward movement at the bearin9s.Building designer must
provide for uplift reactions indicated.
14)Hanger(s)or other conneclion device(s)shall be pmvided suRicient�o suppotl concen�ra�ed load(s) at 0-0-0,and at 1-0-0 on bp chord. The desigNSelection o�such
connection tlevice(s)is the responsibili�y of o�hers.
LOAD CASE(S) Slantlartl
i)Dead+Snow(balancetl�:Lumber Increase=1.00,Plate Increase=1.00
Uni(orm Loads(pl�
Vert:1-9=230,9-11=230,11-13=-230,1-14=-20
Concenlra�ed Loads(Ib)
Vert:i=-1600 25=1800
Horz:1=135Q 25=-1350
Q WARNING-Veiiry tlasign penmelers and READ NO�ES ON THIS ANO MCLUDED MITEH REF£RANCE PAGE MII-0<IJ rev.OY1N1015 BEFORE USE.
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5x5= 9x6 II yx6 II
Sx5=
�_ _ 21-11J __ _ ..
21-11-4 �
Plale Offsets(X,Y)-__�i'.0-3-5 Edoe�,�5:0 4-0 0-4-8yj12:03-0 0�-2-01 f15.0-2-13 0-4 41 118;0-2-6 0-0-0�,[20:Edae 03-8�,_2� 1:�'2'8 03-01 L9_0-2-8 0-3-0�
TOADING(Ps�00D � SPACING� 2-0-0 I CSI. � DEFL. in Qoc) I/deFl Ud � PLATES GRIP
Plate Grip DOL 1.00 TC 0.98 � Vert(L�) 0.00 18-19 nlr 180 ' MT20 169/123
TCDLSnow=10050 LumberDOL 1.00 BC 0.68 Vert(TL) 0.0018-19 Nr 80 '
BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) -0.08 20 n/a n/a
BCDL 10.0 CodeBC2012/TPI2007 (Matrix) ._ Wind(LL) 0.0018-19 nlr 120 Weight1831b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.SE'Except' TOP CHORD Struclural wood shea�hing direc�ly applied or 3-10-10 oc purlins,
12-15,15-19:2x6 SPF 1650F 1 SE excepl end vedicals.
80T CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling tlirec�ly applied or 3-1-7 oc bracing.
WEBS 2x4 WW Stud WEBS 1 Rowat midp� i&20,12-25,11-26,10-27,13-24,1423,
OTHER$ 2x4 WW StUtl'ExCep�' 78_21
WEDGE 12 25:2x4 SPF 1650F 1.5E MiTek recommentls�ha�Stabilizers and required cross bracing
be installed during�russ erection,in accordance wi�h S�abilirer�
Lefl:2x4 SP No.3 Inst@Ilation guide.
REACTIONS. All bearings 21-11-4.
(Ib)- Max Horz 1=207(LC 34)
Max Uplift All uplik 10016 or less al IoiN(s)27,28,29,30,31,32,33,34,35,
23 except i=-3774(LC 32),20=-1026(LC 31),25=-1341(LC 31),26=-413(LC 31),
24=393(LC 39),22=-210(LC 38),21=962(LC 28)
Max Grav All reactions 2501b or less at joint(s)except 1=3829(LC 31),20=1051(LC
32�,25=1468(LC 32),26=609(LC 24j,27=437(LC 15),28=392(LC 15).29=341(LC
15),30=335(LC 1),31=343(LC 1),32=333(LC 1),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. Qb)-Max.Comp./Max.Tea-All forces 250 Qb)or less excep�when shown.
TOP CHORD 1-2=-6356/6311,2-3=-5942/5882,3-4=-5528/5464,4-5=-5149/5121,5-6=-4737/4713,
6-7=-4314/4260,7-8=-39�5/3858,8-9=3506/3504,9-10=3082/3091,10-11=-2652/2667,
17-12=2025/2041.12-13=1597/1647,13-14=-1403/1486,14-15=954/987.
15-16=-646/658,ifi-17=-485/499,17-18=-262/226,18-20=-1003/979
BOT CHORD 135=-5007/4992,34-35=-4690/4674,3334=-4338/4354,3233=-4050I4034, O�PDO ��G'�
31-32=3733/3716,30-31=-3413/3396,29-30=3093/3076,28-29=-2773/2756, n'
27-28=2453/2436.26-27=-213312116,25-26=-1813/1796,24-25=-1493/1476. O�. . ' U h.'vs
23-24=-1173/1756,22-23=-853/836,21-22=-533/516,20-21=-3851362 V � QA � /�'.:FO
WEBS 12-25=-1448/1364.11-26=-582l428,10-27=-404/61,9-28=365172.8-29=-314/42. i Q� /L�i
730=308/31,631=316/62,5-32=307/98,433=-290/75.334=304/39,&35=-329/60, �Q
13-24=-fi09/407.14-23=-468/99,i6-22=521/233.17-21=-424/122,18-21=4015/1013 � 44594 Di
NOTES-
1)Wintl:ASCE 7-10;Vu1�=115mph(3-second gusp Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;Ca�.II;Exp B;enclosed;MWFRS .fj : �:(VQ
(envelope);canlilever lefl and right exposed;end vertical left and right exposed;Wmber DOL=1.33 plate grip DOL=1.33 ���. � ��
2) Truss designed for wind loads in�he plane of Ihe�mss only. For sNds exposetl to wind(normal to ihe face),see Slandartl Induslry F �•• .•.•��'�,` \
Gable End Details as applicable,or consW�quali(ed building designer as per ANSIRPI 1. ss'��NAL�\�
3)TCLL ASCE 7-10;P(=100.0 ps/(flat roof snow�;Category II;Exp B;Patlialty Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for ihis design.
5)This Uuss has been designed for greater of min roof live load of 20.0 psf or 2.00 times fla�roof load of 100.0 psf on overhangs May 21,201
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NOTES�
6)All plates are 2x4 MT20 unless otherwise indica[ed.
7)Gable requires con�inuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 oc.
9)This�mss has been desi9ned for a 10.0 psf bottom chord live load nonconcurrent with any other live loatls.
10�'This imss has been designed for a live load of 20,Opsf on ihe bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide will fit belween ihe boltom chora and any
other members.
11)Provide mechanical connection(by others)of lmss to bearing plate capable of wilhstaneing 100 Ib uplift at joint�s)27,28,29,30,31,32,33,34,35,23 except(jl=1b)1=3774,
20=1026.25=1341,26=413.24=393,22=210.21=982.
12)This Uuss is designed in accordance wi�h the 20121n�ema�ional Building Code sec�ion 2306.1 and referenced s�andard ANSIRPI 1.
13)This lruss has been designed for a to�al drag load of 240 pIE W mber OOL=(1.33)Plate grip DOL=(1.33) Conneci Vuss�o resist drag loads along botlom chortl from 0-0-0 to
21-11-4 for 240.0 plf.
LOAO CASE($) S�andard
QWARNING Vetliytl g p e�ers tlREADNOTE50NTHI5ANDINLLUDEDMITENREFEftANLEPAGEMll4C1) OLtN1015BEFOREUSE. :
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0302
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�_. ]-6-6 _� 1&0-14 � 18-10-6 �21-6-12 I
1-6.6 ]-6-8 9-9-8 2-8-6
fix12 MTi8H5 I I Scale=t80]
I 9D0112 4 13 4.00 12
5 Bxe�
I � 12 Ax4 II
6
I 8x10 i �
J I 3 li 0 4
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� � 4
4x4 �
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11
1
I I � IJ j -
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14 15 10 1fi g ii 18 8 ] .
6x8 I!
pxy II Bse =' Sn10 MiBSHS -
F_ . ].6-6 __. ._ 15-04A . _ _ 21-6-02
. _ ]-6-6. 1-fi-8 6-544 --
Plale ORSe�s_LX YL- �3:0-5-0,0-4-81 f9:03-0 EdaeJ � - - - -- -- - -
TCADING(Ps�00A TSPACING 2-0-0 CSL DEFL. in (loc) I/deFl L/d PLATES GRIP
(Roof Snow=100.0) Pla�e Grip DOL 1.00 TC 0.81 Vert(LL) -0.09 1-10 >999 360 I MT20 169/123
TCDL 75.4 I WmberDOL 19� BC 0.80 i VeA(TL) -0.20 9-10 >999 240 M18SHS 197/iq4
BCLL 0.0 ' Rep Shess Incr NO ' WB 0.87 Horz(TL) 0.05 6 n/a n/a MT18HS 197/144
� Code IBC2012/TPI2007 Ma�rix Wind L > _
I ( L -0.
BCDL 1p.0�1 I ) O 03 8-9 999 240 Wei h�:1461b FT-0%
. . - _ ._ _ _ . ._- �. 9
LUMBER- BRACING�
TOP CHORD 2x6 SPF i650F 1.5E'Excep�' TOP CHORD S�ructural wootl sheathing directly applied or 4-1 b2 oc purlins, excep�
3-4:2x8 SPF 1950F 17E,13:2x6 SPF 2100F 1.8E end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x45PF1650F1.5E'ExcepP WEBS 1ROwatmidpt 3-9,4-9,6-8,5-e
3-10,5-9:2x4 VJW Slud -
SLIDER Lett 2x6 SPF i650F L5E 4-9-0 MiTek recommentls�ha�Stabilizers and required cross brecing �
Ibe installed during Uuss eredion,in accortlance with S�abilizer �
Installa�ion.auide. �
REACTIONS. Qb/size) 1=2817/0-5-8 (min.0-4-7),8=2535/Mechanical - � - -�- - -� --
Max Horz 7=238(LC 29)
Max UpliftB=-i66(LC 36)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 1-11=-2830/fi10,2-71=3029/367,23=-2594/390,3-12=-1731/278,4-12=-1235/254,
4-13=-924/207,5-13=-1327/196,6-8=396/43
BOT CHORO 1-14=-644/1822,14-15=508/1822,10-15=-508/1822,10-16=-509/1819,9-16=509/1819,
9-77=-91/629, 17-18=-91I629.8-18=-91/629
WEBS 3-10=0/304,3-9=-1147/568,4-9=290/59,5-9=84/1130,5-8=-2238/220
NOTES-
7)Wind:ASCE 7-10;VWt=115mph(3-second gusq Vasd=9lmph;TCDL=fi.Opsh BCDL=6.Opsf;h=25ft;Cat.II;Exp B�,enclosed;MWFRS
(envelope);cantilever lefl antl righ�exposed;entl vetlical left and righl exposetl;W mber DOL=1.33 pla�e grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 psf(Oat rwf snow�;Category II;Exp B;Patlially Exp.�,Ct=1.1
3)Unbalanced snow loads have been considered for Ihis design.
4)AIl pla�es are MT20 plates unless olherwise indica�ed.
5)This�russ has been designed for a 10.0 psf bonom chord live load nonconwrrent wi�h any other live loads. PD Q �/C
6)'This iruss has been designed for a live load of 20.Opsf on�he bo��om chord in all areas where a rec�angle 3-60�all by 2-0-0 witle will QQ` F/jj
ft belween lhe boVOm chord and any other members,with BCDL=10 0 sf V . ' ����'
� P . �O � Q U �� (r
7)Re(er to girtler(5)for imss to tmss connec�ions. A � /� FO
8 Pmvide mechanical connection b o�hers oF(mss to bearin late ca able of withstandin 100 Ib u lifl at oin�s exce t t-Ib 8=166. /
� ( Y 1 9 P P 9 P I O P G- 1 �Q`� �:
9)This�mss is designed in accordance with ihe 2012 In�emational Building Code seqion 2306.1 and referenced standard ANSI/TPI 1. Q ""' �5.1 i
10)This huss has been designed(or a�otal drag load of 2401b.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connec��mss lo resist dr E44594':
loads along botlom chord from 0-0-0 to 1-0-0 for 240.0 plf. r--� � � �
11)Hanger(s)or other connec�ion device(s)shall be provided suKcien��o suppotl concentrated load(s) at 0-0-0,ane a� 1-0-0 on�op � .Q: �
chord. The design/selec�ion o(such conneclion device(s)is�he respansibility of others. : • �
LOAD CASE(S) Standartl �OT�� ., ���� '•���
1)Dead+Snow(balancetl�:W mber Increase=1.00,Plate Increase=1.00 �SS�ONAL EN�'\
May 21,201
�WARNING V !lyde g p f ntlREAUNOTE50NTNISANDINLLUDEDM?EKREFERANLEPAGEMII]d]3 OL1N3015BEFOREUSE
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tobr t .q I ty �ol. I g ,tl II ery. (on o�tl b oc g. o isWl AN51/iP0 qpallly C 11e la,DSB�B9 tl BCSI Bplltlln9�omp nent A]p Greenback Lane
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YP Y
R44532882
W021-0SB "92 RWF SPECIAL 12 I
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LOADCASE�S) Standard
Uniform Loads(plf)
Verf.1-4=230,4-5=-230.5-6=-230.1-7=2�
Concen(ratetl Loads(Ib)
VeA:1=-1800 11=1800
Horz:1=1350,11=-1350
AWARNING-Vetlly Easign peramefers anE READ NO�ES ON THIS ANOINCLUOED MITEK REFEFANCE PAGE MI6]O]iev.OYfN3015 BEFOFE USE.
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fabrica�lon.quoliry mniml.zbw9e.delivery,erection ontl brociny.<onsult ANSI/IPII�oality Q�leria,DSB�89 ond BC51 Bolltling Componen� y))y Greenback Lane
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Job -
03021-0SB B%GO IFLNT GIROER 9
R4E532883�
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I- � 3-��15 --� 6'9'9 -�9">>-8 �
3-1-15 3-]-it 3-0-05
1�x10 = 2x4 9 Sx8 = 4x6 = Scale=1:53]
� � 3 4
� -�,- I -� _ _ . �
I
I � _ II :
I I u �l
�� 9 � 10 6 11 5
Sx10 M185H5 II 12x12 -. ]x12 M16SH5 -
]x12 M185H5 '�'
` 3-t_15 � 6-9-9 _�. 9.11-�
3g45 3-�-11 3-145
._ _ _ _ .. _... _. _— -
- _ - " -
_Plale Oflsels IX Y1"" [3:0-4-0 0-i-el,.�¢Edc1e 0-2-OJ,[6.0-6-4 03-8� 7:0-6-0,0-6�_ -
TOADING(PS000.0 SPACING 2-0-0� CSL� � DEFL. in (loc) I/tlefl Ud r pLpTES GRIP
(Roof Snow=100.0) P�ate Grip DOL 1.00 TC OA2 Vetl(LL) -0.10 6-7 >999 360 � MT20 ��g/�p3
TCDL 15.0 I LumberDOL 1.00 eC OA2 Vert(TL) -0.13 6-7 >908 240 I MieSHS 113/123
BCLL 0.0 ' RepSUesslncr NO WB 070 Horz(TL) 0.01 5 n/a n/a
Code IBC2012/TPI2007 (Matrix
BC�L _ 10.0 _�_ _ __ . _ �__ � Wind(LL) 0.01 6 >999 -240 i Weighf.3501b -FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F iSE TOP CHORD 2-0-Ooc pudins(6-0-0 max.�:1-4, excep�end verticals.
BOT CHORD i.5X725 Microllam LVL 2AE TG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing.
WEBS 2x4 SPF i650F 1.5E'ExcepP WEBS 1 Rowa�midpt 1-8,4-5
1-8,4-3 2x6 SPF i65�F LSE ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR
LOADS SHOWN IN NOTES. ALL NAIL HOLES MU57 BE FlLLED AS
REACTIONS. (Ib/size) 8=12129/0-7-0 (mia 03-10�,5=15361/0-7-0 (min.0-4-9) pER HANGER MANUFACTURERS INS7ALLATION PROCEDURE WITH A
Max Horz 8=-180(LC 6) MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER
MANUFACTURER FAILURE TO COMPLY MAY REQUIRE ADDITIONAL
FORCES. (Ib)-Max.Comp./Max.Tea-All forces 250(Ib)or less except when shown.CONSIDERATIONS TO DISTRIBUTE LOA�S BETWEEN THE PLIES.
TOP CHORD 1-8=-11218/0,1-2=-0Ofi9/0,23=-4069/0,3-4=273/41,4-5=-fie9/16
BOT CHORD 7-10=0/4039,6-10=0/4039,6-11=0/4039,5-11=0/4039
WEBS 1-7=0/N237,2-7=542/110,3-6=0/9795,3-5=-1 09 3 8/0
NOTES�
1)Special connec�ion required to disiribu�e bo�tom chord loatls equally between all plies.
2)3-ply�mss to be connected�oge�her wi�h 10d(0.131"x3")nails as follows:
Top chords connec�ed as follows:2x6-2 rows s�aggered a�0-9-0 oc.
Bo��om chords connected as follows:1.5x725-4 rows s�aggered a�0-4-0 oc.
Webs connectetl as follows:2z4-i row a�0-9-0 oq Except member 3-6 2x4-2 rows staggered a10-5-0 oc.
3)All loads are considered equally applied to all plies,except if wled as fron�(F)or back(B)face in Ihe LOAD CASE�S)sectioa Ply to ply
connections have been provided�o dishibute only loads no�ed as(F)or(B�,unless otherwise indicated.
4)Wind:ASCE 7-10',Vult=115mph(3-second gus�)Vasd=9lmph;TC�L=6.Opsf;BCDL=6.Ops(;h=25ft;Cat.II;Exp e�,encbsed;MWFRS
(envelope);cantilever lefl and ngh�exposed;entl vetlical lett and righ�exposed',Lumber DOL=133 plate grip DOL=1.33
5)TCLL ASCE 7-10;Pf=100.0 psf(flat roof snow);Category II;Exp B',Partially Exp.;Ct=1.1
6)Provide adequale dreinage to preven�water ponding.
7)All pla�es are MT20 plates unless olheiwise indicated O�P,�� ��C[�^'
8)This�mss has been designed for a 10.0 psf bo�bm chord live load nonconcurrent with any other live loatls. �� �.��AU�'•���s�.
9�'This imss has been designed for a live load of 20.Opsf on the bo��om chord in all areas where a reclangle 3-6-0�all by 2-0-0 wide will � Q /�� 0
fl between(he bottom chord antl any other members. �Q`�- L��
10)This�mss is tlesigned in accordance with ihe 2012 Interna[ional Building Cotle section 2306.1 and re(erenced standard ANSIRPI 1, j Q ��
17�Graphical putlin representation does not tlepic��he sire or Ihe orienta�ion of the pudin along ihe bp and/or bo�lom chord. ��7 G n n y:
12)Hanger(s)or o�her connec�ion device(s)shall be provided sufficieM b suppoh conceniratetl load(s)3621 Ib down a� 2-6-4,26581m✓ `'FJ��Y
�
own and 431b up at 2-6-4,3621 Ib down at 4-6-4,26581b tlown and 431b up al 4-6-4,3621 Ib down a� 6-6-4,265816 tlown and •
Ib up a� 6-6-4,and 3621 Ib down a� &6-4,and 26581b tlown and 431b up a� 8-6-4 on boltom chord. The desigNSelection of such : �
connec�ion device(s)is(he responsibili�y o(others. �� •� f�(V�
LOADCASE�S) Stantlard �FS��� "" ��•G��
i)Dead+Snow(ba�anced�:Lumber Increase=1.00,Plate Increase=1.00 S��NAL EN
May 21,201
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Sfo lote I pp 1p1 d tl I b e b ly. Addtonallenpomryb � g�o' sfabfryd ' g st <fo � tl p "til'�yo�lne MiTek'
rec� Atltlt Ipe o e ib -g (�leo e II �ru<�o�eS�M1ereiponsblly I�h b 'Itlingd �g r.FOrga Igudancerag d g
lob� t .q oRty co � I, � o9e.tlelv ry cYOn ontl bmc nq,consup qN51/IPII Q�allry Critetla OSB�B9 ontl BC51 Bullding Camponent '/pp Greenback�ane
Saf¢N In10lmoXOn p�plpbla Irom illhs PIO�B I 5��ute.I81 N.lee ShB¢�.Su�B 312.AI¢xpntlra,VA 2231d. i
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030Y115B BXGD FLAiGIR�ER J
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ID:6H?�cMI6c4e8LHnD43d�bI�m00-ovNG�4]e81cpVENVBeuUXK25k02vt?dn3nK?cSzEIZi
LOAD CASE�S) Standard
Uniform Loads(plf)
Ven:1-4=230,5-8=-20
Concenlrated Loads Qb)
Vert:6=-6279(F=3621,8=-2658)9=-fi279(F=-3621,B=-2658)10=-6279(F=3621,B=-2658)11=-6279(F=-3621,6=-2658)
' �WARNMO V ry� g p f tlREADNOTE50NTHlSANOINLLUDEDMITEKREFERqNCEPAGEMll11)] .OLiNP0156EFOREUSE.
�e g Itlf o I� 'IFMTekm ect IYi d 9 b edo lyopo pa 1 ho d' fo i d �d olb 'Id 9co po e L
Applc blly Itlei9 Poa etes dp p � P �'o ofco p e � p bTlyotb Id' 9de g olto tl 'g .B g hown � �
Isb Ioleal ppotol' d-tl I b be o I/. Addf I� p ryb �ngto'nmresblillyd - g ont ( � ih p itillly IIM1e � M1Tek
ec�or.Atldionol parznanen�braco9 of tho overall s�mcNre�s 1M1e respons'ti I'�y of tFe buld g desgne[Forg newl Bo dance�eB rdng
fobrimtion.Qaolity�oNrol.storo9e.tlelivery,erec�ion ontl bmcing conzNl ANSIpPII OoaIIN��Iteria.�SB�09 and BCSI Bullding Component y))�Greenback Lane �
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03021-0SB IC1 ft00F SPECIAL Iqy �
R94531084�
- .. � Job R fergnGe(o lional)
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�.].0.0 _ B.P.< .�12-5��.�__ _�21_fi,t-; 2Eifi. �➢_LL9 �212]t1.d
2-0 0 � 8�8-0 3-9-0 J-545 q-6-15 4-0�3 I 19�9 J�p-1q�V B
Scale=199.0
6x6=
]
I 400 12
9 00�12
8 6x8 �
I 4x8 6 Ox0 I I
6 16 9
� 3.00 12 � 10 ,
6x8=
5
�� � 9x10 M18SHS% Sx10°
� -' /
3 `O
m
15
uS --
. . I:1' ZG�. .. _ . . .I� . - . _ _
5x12 II � 1) �8 �. �3 19 2a �2 21 22 11 �
6x8 - 6x10 - 5xe= Sx10Mie5H5 --�
8�8-4 1641-J
�� -- . . . 26-G.6__ 304-14 33-2-02
� 9'8A 83-0 9"¢'Y 3-9.8 � 3-040 i
. Pla�e Offse�s fX Y)- .f2:o3-8 Edoel.[3:0-2-80-5-01 f5'0-4-0,0-1-01 I8:0-40,0-3-12 9:0-2-0,0-1-121�[13:03-�],[14:03-8,0-�_
TOADING(ps�QO O SPACING 2-0-0 CSI. DEFL. in (lac) I/deA L/d� PLA7E5 GRIP
Plate Grip DOL 1.00 TC 0.71 . Vetl(LL) -0.30 12-13 >989 360 MT20 169/123
TWLSnow=10050 � LumberDOL 1.00 8C 0.82 Vert(TL) -Q5212-73 >568 240 M18SHS 197/144
BCLL 0.0 ' � RepSiresslncr VES � WB 076 ' Horz(TL) 0.04 ii n/a n/a �
BCDL 7p.�Code IBC2012RPI2007 � (MaVix) Wind(Ll) -0.031142 >999 240 I WeighC2161b FT=O%
. . _ _ . _ - __ . .L- _
LUMBER- BRqCING�
TOP CHORD 2x6 SPF 2100F 1 BE'ExcepP TOP CHOR� Simctural wood sheathing directly applied or 4-10-2 oc purlins, ezcept
7-8,8-10:2x6 SPF 1650F 1.SE,13:2x10 DF No2 end vehicals.
80T CHORD 2x4 SPF i650F 1.5E B07 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, ExcepC
WEBS 2x4SPFi650F1.SE 511-7ocbracinq2-14.
WEDGE WEBS 1 Row a�midp� 6-12,9-11,8-11,4-14
Lefl:2x4 N/VJ Stud �MiTek recommends that Stabilizers and required cross bracing
Ibe ins�alletl during tmss erection,in accordance wi�h Stabilizer
Ins�allation guide._
REACTIONS. (Ib/size) 2=1057/0-5-e (min.0-1-15),14=4851/0-5-8 (req.0-7-10),11=2960/0-5-8 (min.0-4-15)
Max Horz 2=233(LC 34)
Max UpIiN2=109(LC 28),14=14�LC 36)
MaxGrav2=1236(LC 14),14=4851(LC 1),N=3148(LC i6)
FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)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,
6-16=1897/79,7-16=1459/74.7-8=-1662/82,9-11=-708/50
BOT CHORD &17=-1342/53,14-17=-1342/23,14-18=-56/1430,13-18=-106/1430,13-19=-22/2041,
19-20=-22/2041.12-20=-22/2041.1221=-28/816.2L22=28/816.1 L22=28/816
WEBS 3-14=-2058/67.413=0/1974.5-13=2358/79,6-12=1795172.7-12=41/751,
8-12=0/1137.8-11=-2568/13,6-13=0/1590.4-14=4081/68
NOTES-
1�Wind:ASCE 7-10',VuIt=115mph(3-second gusl)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft',Ca�.I I;Exp B;endosed;MW FRS
(envelope);can�ilever IeR antl righ�exposetl;end vertical left and right exposed;W mber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 psf(�at roof snow);Category If Exp B;Partially Exp.;Ct=1.1 �o pD 0 LIC �iS
3)Unbalanced snow loads have�een considered for Ihis design. P l�
4)This Uuss has been designed for greater o/min roof live load of 20.0 ps/or 2.00 times Oat roof load of 100.0 psf on overhangs � �
non-concurreMwi�hotherliveloads. Q�Q�QPU� /�jG��Q
5)All pla�es are MT20 plates unless othern�ise indica�ed. �
6)This�mss has 6een designed for a 10.0 psf bo��om chord live load nonconcurren�wi�h any other live loads. i Q J1:
7�'ihis truss has been designed for a live load of 20.Opsf on�he bottom chord in all areas where a rectangle 3-fi-O lall by 2-0-0 witle will 44594 D'
ft between ihe bonom chord and any o�her members,with BCDL=1�.Op5L 4`� .
8)WARN W(�i.Required bearing size a�joint(s)14 grea�er than input bearing size. '
9)Provide mechanical connection(by others)of�mss to bearing plate capable ol withs�anding 100 Ib uplifl at joinqs)i4 excep���=Ib) QO�� •����
2=109. \�
10)This�mss is designed in accordance with�he 2012 Intemational Building Code section 2306.1 antl referenced s�andard ANSI/TPI 1. �(C•��' �•�•'��
11�This�russ has been designed for a btal drag load ot 2401b.Wmber DOL=(1.33)Plate grip DOL=(1.33) Connecl imss to resis�drag SS�ONAL EN�
load5 along bo�tom chord From 8-2-0 lo 9-24 for 240.0 plf.
LOAD CASE�S) Standard May 21,201
�WAFNING V t/ytl g p t pREAONOTE50NTHISANOINLLIIDEOMITEKREFERANLEPAGEMII)O] OLiNP0159EFOREUSE
� Oa g Id� oseo ly IM1mT k e lo IM1' tl -g � b ado IY�p p tesiM1 tl' fo 0 1 d tl Ib 'Id gc ponent � ���
Applc tilty Itl sig paa elesa tlp p ' copoat f p nls e-p til�y Ibvld gtl �g oll tl g .B gsliown
Izl I �eals ppotol-d-� I eb e b ly.AddTO all p ryb ' gb� surest bllVtl -g n� db �SiFaresp ib'llilyol�he MiTek'
� . Hdd� olpe en�brocngoltleo II �mcNre'siheresponstilryot�heboltl gtlasgner_FOrg Iguitlance�eg dlg
lobr<olon.qual ry co Vrol.stomqe.tlel very.erec�ion ond brocing,consoll qN51/iPll puoliry Ctlletla,DSB�89 and BC51 Bollding Companenl ]]]]Greenback Lane
Salelylnio�moHOn walablefmmLOSiPlatalns�l�ule,)BIN_LeaSt�ae�,5uife312Alexontlno,VA2211d_ Su11e109
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ID:6H?acMl6c4e8LHnD43d�bhXm00-CU30269XRO_OPh6GiJRB9zgbNEIeEPVDIkZI�nzE¢f
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5-04 2-10-9 3-C-8 2-8-8 3-0-0
Scale=1:30.8
1xA I
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2x0 II �
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3x6 � 3x6 �- qx�p�_ 3x4 -�
3xfi -
11-9-0
- - - —--�--113-9 iT-9� ___ 1L0.0
�__. __ 643 0-8-5 -58 . _ &9-0 ___. .•
Plale Oflsets(X VI- f1:0-2-12 Edaej�l3'.0-2-0 0-0_10j��11_03'0,0-0-8],�18;0-1-14.0-1-0]_ . -. . .. _ _ - _.-
: _ _ . . _ _ . . -- ..—� . _- -.. ..- _-
LOADING(ps� SPACING 2-0 0 CSI. DEFL. in Qoc) IIdeFl L/d I PLATES GRIP
TCLL 100.0 pla�e Grip DOL 1 00 TC 0 46 � Veh(LL) -0.09 741 >999 360 , MT20 169/123
(Roo(Snow=100.0) i
TCDL 15.0 LumberDOL 1.00 BC 0.61 Vert(TL) -0.i6 1-11 >845 240
BCLL p,0 ' Rep Slress Incr YES We 0.50 Horz(TL) 0.03 10 n/a n/a
BCDL �pp CodeIBC2012/TPI2007 (Ma�riz) —�_ Wind(LL) 0.01 1-11 >999 240 Weight851b FT=O%
.__— - _ - _...
LUMBER- BRqCING� �
TOP CHORD 2x6 SPF 1650F L5E TOP CHORD SbucWral wootl shea�hing direc�ly applied or 4-1 L13 oc pudins,
BOT CHORD 2z4 SPF i650F 1.SE exceptentl verticals.
WEBS 2x4 SPF i650F LSE eOT CHORD Rigitl ceiling diredly applied or 10-0-0 oc bracing, Eacep�:
OTHERS 2x4VJWStud 6-0-OOCbracing:9-10.
MiTek recommends ihat Stabilizers and required cross bracing I
be ins�ailed during iruss erection,in accordance with Stabilirer I
_Installation ui� J
REACTIONS. (Ib/size) 1=1056/0-5-8 (mia 0-1-12),10=3137/0-6-8 (min.0-63)
Max Hoa 1=99(LC 7)
Max Grav 1=1098(LC 14),10=3934(LC 14)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250 pb)or less except when shown.
TOP CHORD 1-2=-2474/q 2-3=-1228/0,3-4=-88/1801.4-5=-76/1728.6-9=-449/13
BOT CHORD 1-11=01231 9,10-11=0/486,9-10=386/12
WEBS 2-11=-1441/42.3-11=0/1039,3-10=-2378/0.4-10=1068/31.5-10-=2036/45.
5-9=-04I638
NOTES-
i)Wind:ASCE 7-10;Vult=115mph(3-second gus1)Vasd=9lmph;TCDL=6.Opsf,BCDL=6.Opsf;h=25fC,Cat.II;Exp B',enclosed;MWFRS
(envelope)',cantilever left and righl exposed;end vehical lef�and righ�exposed;W mber DOL=1.33 plate grip DOL=1.33
2) Truss desi9ned for wind loads in ihe plane of the truss only. For studs exposed to wind(normal to ihe face),see Standard Indusiry
Gable Entl De�ails as applicable,or consW�qualifed building aesigner as per ANSIRPI 1.
3)TCLL ASCE 7-10;Pf=100.0 psf(Oa�roof snow)',Ca�egory II;Exp B;Partially Exp.;C�=1.1
4)Unbalanced snow loads have been considered for�his design.
sl cabie swas svaoea a�i-a-o o� �p,pp UCF
6)This huss has been designed for a 10.0 psf bottom chord live load nonconcurren�wi�h any other iive loads. �Q ••�"••. /j/s
7)'This Uuss has been designed for a live load of 20.Ops!on�he bo�fom chord in all areas where a rec�angle 3-6-0�all by 20-0 wide will Q �'Q �J� 4 �!`
f�belween(he botlom chortl antl any other members. V�',� A 9/G �
8)This Iruss is designed in accoraance wi�h�he 2012 Intemational Building Code section 2306.1 and referenced stantlard ANSIITPI 1� �� ��':
LOAOCASE(S) Standard E44594D:
,--- •
t -��,
-� . ¢-
90•.,. ,:��
��SS�ONAL EN�\�
May 21,201
Q WARNING-VeAtyEezlgn Peramaters antl READ NOTES ON iH15 AND INCLUDED MITEK REFERANCE PAGE MII-0Q)iev.OLtN1015 BEFORE USE
�esg altlloruseo ly thMi k n � .Iti tl g lbosedo lyopo poa elesfio a d I nl d tl Ib ld g p nenL �t �
Nppl blty Itleslgnp le a tlpope �copoa�'o ofc p ent p bTtyofb Ia gtl -B o- oll sidesg e.B c 9ihown
Isb I � I ppotlol-d 'd ol eb ne be o ly_Adrl'f II p ryb � gl - uras� bllyd '9con1 lo ' tl p sbI111YOfihe �����
areclo. Atld'tlondpe anenlbmcng ftl erallshuctora�stM1eresponsbll�oitM1ebollrll qtleS9ner_FOrg emlgutlanceragatlng ,
ov
fobricolion.qoollry wnlml,s�orage,tlelivery,erection ontl bwcing.<oniult RNSIpPII QooliN���e�a�DS0�89 ond BCSI Bollding Component ))))Greenback Lane I
Salery InformaMOn available Irom iross Plole InsNOte.J81 R Lee Street,Suita314,qlexandna.vA 4231 n_ Swte ID9
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Job I .
� I R44532886
. I �_ � �b Re/erence lool'onall
Alpine iruss,Monlrose,CO 91E01 Run:].60�5 Ocl 3 2014 Pr f 1.6205 Mar 2]PO15 M'Tek Indusiries,Inc. iM1U May 21 1 L44:55 2015 Page 1
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3-0-0 4-5-12 _� 83-0 13-8-2 11-4-8_. 21q1-4 _. �
3"0'0 4-5q2 3-9-8� - 5'4-14 � 3�8-6 ' - 4-642
4x4 I Scale=l'.4]5
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a oo Fz
5x5 % /
j� /
4x6 %
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N _ _.. . _ L - . K _ _ - ._ _.
]xt0 - �
Sx10M185HS °' 4x6 = 4x6 - 5x10Mi85H5=
�_. 4-5-12 � 83-0 . 13-8-2 _.. �_. 1]4-8 � 21-01-4 �
. _ . - - . ..__ _ _
4-¢42 3-9-8 5-4]4 . 3-8-6 . _ 4-¢42
Plale Offsets fX,Y)- �B:0-1-8 0-3-41 fE-0-2-0,0-3-OyfG:0-2-0 0-1-121 fJ:0-2-8 0-1-B�,JL:0-5-0 03-OL
- _ �. . _.. .__T_ _ I _ -� -_ _ _ _ � -�-- ._ --
TOAOING (PS�OOA SPACING� 2-0-0 CSI. DEFL. in (loc) I/de11 LPo I PLATES GRIP
(ROOf Snow=100.0) ' Plate Grip DOL 1.00 TC 0.98 Vert(LL) -021 K-L >999 360 , MT20 769/123
TCDL 15.0 LumberDOL 1.00 BC 0.93 Verl(TL) -028 K-L >915 240 Mi8SH5 169/123
BCLL 0.0 ' Rep S�ress Incr YES WB 0.87 Horz(TL) 0.73 I nla nla
BCDL 10.0 Code IBC2012/TPI2007 � (Malrix) Wind(LL) 0.02 K-L >999 240 Weight:1471b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E'Excepl' TOP CHORD Shealhed or 2-2-0 oc purlins, except end vetlicals.
A-E:2x10 DF No2 BOT CHORD Rigid ceiling direc�ly appliea or 2-2-0 oc bracing.
eOT CHOR� 2x4 SPF i650F L5E'ExcepP WEBS 1 Row at midp� H-I,F-J,G-I
B-L:2x4 SPF 2100F i.BE MiTek recommends�ha�S�abilizers and required cross brecing �
WEBS 2x4 SPF i650F 1.5E'ExcepP be mslalled during truss erec�ion,in accordance wilh Stabilizer
D-L,E-L,FK:2x4 VWV SWa Insfallation au tle,_ �
SLIDER Left 2s4 WW SWd 2-119 �-- - -� -- ----
REACTIONS. (Ib/size) 1=2635/0-5-8 (min.0-5-e�,B=3526/0-5-8 (mia 0-4-15)
Max Horz 6=255(LC 31)
Max Uplift B=-119(LC 28)
Max Grav 1=3523(LC 15),B=3910(LC 15)
FORCES. pb)-Max.Comp.IMax.Ten.-Alllorces 250 Qb)or less except when shown.
TOP CHORD B-C=-5147/127,C-D=-0671/118,D-E=-5252/90,E-M=-3860/104,F-M=-357382,
F-G=2258/88,G-H=2811131,H-1=-62V23
BOT CHORD B-N=268I4187,L-N=-26814187,K-L=0/4948,J-K=0/3374,I-J=-6/1957
WEBS D-L=-22/862,E-L=259/209,E-K=-1834/10,F-K=0/1036,F-J=2463/13,GJ=0/2075,
G-1=3440/0
NOTES�
i)Wind:ASCE 7-10;Vu11=115mph(3-secontl gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;Ca�.II;Exp B;endosed;
MWFRS(envelope);canlilever lett and righl exposed;end verlical left antl right exposed:Lumber OOL=1.33 pla�e 9rip�OL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(Aa�roof snow);Category II;Exp B;Padially Exp.;C�=1.1
3) Unbaianced snow loads have been considered for this desiga PD O LIC
4)This huss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Oa[roof load ot 100.0 psf on overhangs �� ������Fj�j
non-conarren�wi�hotherliveloads. 0�. �.PAUL s�,
5)All plates are MT20 plates unless otherv,ise indicated V•�� �Q�� Q
6)This lmss has been designetl for a 10.0 psf botlom chord live load nonconwrren�wi�h any other live loads. �•.
7)'This Uuss has been designed for a live load of 20.Ops/on�he bo��om chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 wide j Q' p�
will Ot between Ihe boflom chord antl any other members. A A G!1 A y:
8) Provide mechanical connec�ion(by others)o(�mss[o bearing pla�e capable of wilhstanding 100 Ib upliR al joint(s)excepl(�=1b) 6.� `+�+J 94 �
8=119. •
9)This�mss is designed in accordance with�he 20121nternalional Building Code section 2306.1 and referenced s�antlard ANSI/TPI L � �
10) This truss has been designed for a btal tlrag loatl of 2401b.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect�mss to resis� �OT•����. '•�/�
drag loads along boltom chord from 0-0-0 to 1-0-0 for 240.0 plC (C •...�•'� \�
LOADCASE(S) Stantlard SS��NALEN�
May 21,201
�WARN/NG V /yE Ig p 1 atlFFAONOiE50NTHI5ANDINCLUOEOMRERREFERANCEPAGEMIIIOJ OL1N$0158EFOFEVSE '�
�e g Idi I� ThMiekm e t .iti d 'g - b tlo lyupo pao t F a" lo o -nci tl Ib ld g po en� �� ..
Applmbl�yoltlefg p � dpoGe ' copo Y 1 p � p pltyofb Id gtl -g � oil sidesy e.B gshown
isl I t I ppoto�' d'tl al b b I�. Addt'o alte p ryb -g1 - esl blty0 � g ns� f - �I � opo -tillry �iha ��I��
�e 1 AdQt�onal p e t bmcnq ��I oil s�m � � � ihe espons'bl'ty oi iM1 b ltli g d �g e.Wrqa I�-tlance rega d g
fob co�o .qvolilV c � I. � ge,tlel' ery.e eclion ontl b - g o sulf ANSI/IPII poolify Crtetla.DS0�89 and BCSI Bollding Componen� � )�)y Greenback Lane
SaIN�� Hono'oloblefomimssPl � I �tta.l8lRLeaStaeLSOitedl2.Alexantlfa.vq22�14 � Sm1e109 ��
-- _ _ .- -_-. --.._ _--__-_ _-_-_ "-- . . I,_. Cilm.cHeigM1IS.CA95610 �;
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ID:6H?�cMl6�'Ae8LHn0A3dQbjzXm00�d3kXh8CPkjNzG9rlVS?umbH?SRz?RgkgSinJp6zEIZc
h "3_0"0. 4-542 . �_. e-3-0 �_ . 13-8-2 _ ... 1]L'B_ _I. .. 22-342 _�
3-0-0 4-5�12 3-9�8 5-0-14 � 3-8-6 O�i1J
Scale=1�.50 2
4x4 I
89
4 00� �
Sx5 %
]
4x6 % /
/�
� 8x8 % ' i �
15
5
3x6 �
8x12 � < �
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2 / i
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j'
� ,, - _. .__- — --_ ___ '
16 —__ - .- _. . -.. 10
13 12 11
]x10 =
5x10 M18SHS = dx6- 4x6 - Sx10 M185HS =
�,.. 4"542 _ __ _ .8 9-4 I .. ___ 13-8-2 _ _. � 1]-0.8 . _. � 22-3-72 �
..4-542 3-9-8 5-440 3.8-6 J-11-0 --
_Plate Offrets(X YI- f2:0-1-12 0-3-41 rs o 2-0,03-01..I7�0 2-0 0-1-121 112:0-2-8 0-1-81� 1f 4-0-5-0.0-3 0) � �
TOADING(P5�00.0 SPACING- 2-0-0 �I CSI. OEFL. � in (bc) I/tleFl L/d II PLATES GRIP ��
(Roof Snow=100.0) Plate Grip DOL 1.00 TC 0.94 Ved(LL) -022 13-14 >999 360 MT20 169/123�
TCDL 15.0 Lumber DOL 1.00 � BC 0.95 i Vetl(TL) -029 13-14 >901 240 �I M18SHS 169/123
BCLL 0.0 ' Rep SUess Incr VES WB 0.85 Horz(TL) 0.13 11 n/a nla
Code 18C2012RPI2007 (Matrix) Wind(LL) 0.02 13-14 >999 240 Weigh�: 1481b FT=O%
_BCDL —__10A .. . . . .._- - - �_._- . —_- _. . _.___-_ . ._ _ __ _--. _ _ _ _
LUMBER- BRACING�
TOP CHORD 2x6 SPF 2100F 1.BE'Excep�' TOP CHOR� Slmctural wood sheathing direc�ly applied or 2-2-0 oc pudins, except
1-5'.2x10 DF No2 end venicals.
BOT CHORD 2x4 SPF 1650F 1.5E'ExcepP BOT CHORO Rigid ceiling tlirectty applied or 2-2-0 oc bracing.
2-14:2x4 SPF 2100F 1.8E WEBS 1 Row at midp� 8-11,6-12,7-11
WEBS 2x4 SPF i650F 1.SE'ExcepP :fMiTek recommends Iha�Stabilizers antl required cross bracing '
4-14,5-14,6-13:2x4 WVJ SWd be installea during�mss erec�ion,in accordance with Stabilizer
SLIDER Lefl 2x4 WW Stud 2-17-9
�. Ing�allztionouid_e. ._ _ _ __ ._ _ _
REACTIONS. (Ib/size) 11=2722IMechanical,2=3569/0-5-e (min.0-5-0)
Max Horz 2=258(LC 31)
Max Uplifl2=-118(LC 28)
Max Grav 11=3641�LC 15),2=3949(LC 15)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less excep�when shown.
TOP CHORD 2-3=-5230/124,3-0=-4753/104,4-5=-5347/88,5-15=3986/102,6-15=-3708181,
6-7=2418/87,7-8=305/142,8-11=-729125
BOT CHORD 2-16=-255/4260, 14-16=-255/4260,13-14=0/5038, 12-13=0/3502,11-12=-4/2117
WEBS 4-14=-22/882,5-14=-2fi8/20fi,5-13=-1790/11,6-13=0/1013,6-12=2407/13,
�-ir-oizoas,�-ii=-ssaaio ��p,p0 LICFiU
NOTES. O� �•' "•��• s
i)Wind:ASCE 7-t0;Vu1�=N5mph(3-secontl gust)Vasd=9lmph;TWL=6.Opsf;BCDL=6.Opsf;h=25R,Cat II;Exp B;enclosed;MWFRS V � pAUL R�' (CO
(envelope)',caNilever left antl right exposed;end verlical lek and right exposed;W mber DOL=1.33 plate grip DOL=1.33 jQ,� L�
2)TCLL:ASCE 7-10;Pf=100.0 psF(fla[mof snow);Ca�egory I I;Exp B;PaAially Exp.',C1=1.1 � Q mp�
3)Unbalanced snow loads have been considered for this design. _/ 44594 D�
4)This tmss has been designed(or greater of min roof live load of 20A psf or 2A0 limes Fla�roof load of 100.0 psf on overhangs �i -
non-concurrent wilh other live loads •� ��
5)All plates are MT20 plates unless otherwise indica�ed. :
6)This�mss has been designed for a 10.0 ps�bo��om chord live loatl nonconcurrent with any other live loads. �O � .����
7)'This Iruss has been designetl for a live load of 20.Opsf on the bo��om chord in all areas where a rec�angle 3-6-0�all by 2-0-0 witle will 'C���•�.....••��,\ \
f�between�he botlom chord and any other members. sS��NAL�\V�
8)Refer to girder(s)(or Uuss lo tmss connec�ions.
9)Provide mechanical connection(by o�hers)of Uuss�o bearing plate capable of wi�hs�anding 100 Ib uplifl at joinqs)except(jt=1b)2=118.
10)This tmss is designed in acwrdance with ihe 2012 Intema�ional Building Code seclion 2306.1 and referenced s�andard ANSI/TPI i_ May 2�,20�
�WARNING-Verl/ytleslgnperamerorsentlftEAONOiE50NTHISANOINCLUDEDMITEKREFERANCEPAGEMII-0OJrev.OYfNPO158EFOREUSE. �� li
Deig Itll seonly �hMlekco neclo .!ti d g ➢basetlonlyupo p � M10 tl- I ind tl Ib 'Itllgcompo 1.
Applcatilty Itl Ignp � o tlpope ' copoat'onotcomponanl ep -b'I'lyolb ltl qtl -g - �1 tl -g�e¢BO � q lown
Isto lol als pp �of' tl'-tl I bm b I/. Atld(onQl�emporarybac 9�0' s�ab'fryd ' gco 1 t�o - IFe espo b'llly I�M1e �
lab�cot q �nalpe o e �brotng itl Ilstmcl - �I espon b(ry tlM1ebultlingtlesgner.Porqenerolgvtlancere9ard'n9 ���Q� �
erac . A �O
I�y m � I, � �age.del' ery.e ect�o and b -g,c nsul� ANSI/iPll Qvallly Ctlterla �SB 89 antl BCSI Bulltling Componenl
Solety I lo Xon av l bl I m�mss PI f I �� � .I81 N_Lee SI eet.Suite 311.Ale onCdo.VA 2291J, »�1 Greenbeck Lane
Su le 109
__ _ - - —_ . _ . __- . ._. .. ClmsHeiqlVS Cd55fi10.
IJob Tmes ITmssTypa Q(y pty �uon'sRitl9eleitlgalROOiTmssas
�,W021-0SB D1q IMONOPIiCH �2 � Rd4534B8)
�-. - . _�I.lop Ref@renG@(o Iionall �
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ID:6H?QCMI6c4e8lHnD63d�bjzXm00-d3kXh8CPkjNzG9RVS?umbH?SRzYRgkgSinJp6zERc
NOTES-
11�This lmss has been designed for a btal drag load of 240 Ib.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect�russ to resist drag loads along bo��om chord fmm 0-0-0[o
1-0-0 for 240.0 pif.
LOADCASE�S) S�andard
�WARNING�Veii/ytlesiB�paiamelersenJREAONOTE50NTHI5AN0/NCLUDEDMITERREFERANCEPAGEMILIO]iev.OL1N10/SBEFOREUSE ��
De g altllo seo ly iM1Miekco etb .ThSd gn� b - tl ly p p 1 sho .o tlTl n tl tl Ib idlg<o p nenL ��
Applmb'I'lyolde�9 p �esa�dpope � wpoafo ofm po e t p -bl�yofb Id gtl '9 er otl tl -gne_BOC gsM1Own
� Pp ry. A t ! p aryboc g�o s e t til�yd � gm t t'o siFe esp 'b'll�yo�iFe
aclor. Atld.bnol permonent b ating oi ihe ovamll sb � re�s Ihe responsti fly o��he bulltl g tles'gner.Porg I g itlance a9 d 9 I� M��pi�
fobiico�ion.yuoll�y mnVOl.s�oro9e.tleliveiy.erec�ion ond bro<ing.convli pN51/IPII poallN Crller�a.�SB-89 and BCSI Bolltling Componenf '� J)JJ Greenback Lane '
Safety IniarmaXOn avoilable from imss Plale Ins�i�ute,J81 N_Lea S�reet Sulte I12 Alexantlria.Vn 2291d. � Sulle 109 �
.--. . .____--__ _.—_. _.___._..'...CiWSHei9hLS.GA95fi1Il
Job 'Tmss ITrussType Qty IPty �onsamgeiemgaraoo�rmsses �� � I
. �
W021-058 I DIRO IMONOPITCH � R49532880
1 p4 Refe�ence(op094a1)
NpineTrvss. Mon�m5e.00-81401 1fi205Mar4]2015MITeklnEusines.lnc. TM1UMay2108:d9942015 Page1
ID:6H?acMl6c4e8LHnD43dQbjz%m00-SFIvuUC1 V1 VpuJ4r69W]JpqArrPlABVpgMXsMVzEl26
-3�-0 .___ 4-5-12 .I 8"3-0 I 13-8-2 �_ 1]-0.8 � 21-7p0�
3-0-0 4-5.11 3-9.8 5-G4J 3-8-6 � 0-6-12
Scale=t53.3
4x0 II
8
4 00�
4x6% /
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4x8%
6
Bx8%
¢i 5 13
3x6 Q
�� 6x1a3-� - I
d 2 / I \ III I
�{��_ . --.__ \\��.d. �\��__ -_\� ��,
6x10 = 5x5 = 3x8= 5x5 -
12 15 if f0 9
Sx10 M185H5=
�___4-542 .�__ 83.4 13.8.2 �_ . 11-4-8 �. _ 21-01-4 _^.
4-542 3-9-8 5-0-1A 9�8-6 4�fi-02
PlateOffsets(X,Yj-. f2:0-0-803-OI�L02-0.¢2-��I9:0-2-803-0111003=8,0-1-8].[11�020,0-3,0],j12:0-5-003�___ . ___ _____ .. _
LOADING(ps� SPACING 2-0-0 CSL � DEFL. in Qoc) I/deFl L/d PLATES GRIP
TCLL 100.0 plate Grip DOL 1.00� TC 0.94 Ved(LL) -0.07 2-12 >999 360 MT20 169/123
(RoofSnaw=100.0) ' LumberDOL 1.00 BC 0.51 Vetl(TL) -0.14 2-12 >999 240 MiBSHS 169/123
TCDL �5.� ' RepS�resslncr YES WB 0.82 Horz(TL) 0.06 10 n/a n/a
BCLL 0.0 ' I CodeI6C2012/TPI2007 (Ma�rix) Wind(LL) 0.05 &12 >999 240 Weigh�:1471b FT=O%
BCDL 10.0_ I .- _._ ._.__ _ . . _ .
LUMBER- BRACING- �
TOP CHORD 2x6 SPF 2100P 1.8E'ExcepP TOP CHOR� Slmcturel wood sheathinq direclly applied or 2-2-0 oc purlins, except
1-5:2x10 DF No2 end verlicals.
eOT CHORD 2n4 SPF 1650F 1.SE'ExcepP BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing.
2-12:2z4 SPF 2100F 1.8E WEBS 1 Row at midpl e-9,5-11,6-11,7-10,7-9
WEBS 2x4 SPF i650F LSE'ExcepP MiTek recommenes�hat Stabilizers and required cross bracing �
4-12,5-12,6-11:2x4 W W Stutl be installed during truss erection,in accordance with Stabilizer I
SLIDER Left 2x4 WW SWd 2-11-9 Installalion uide. f
REACTIONS. All bearings 13-4-4 except Q�=1eng�h)2=0-5-B.
(Ib)- Max Horz 2=251(LC 35)
Max Uplifl All uplifl 1001b or less al joinl(s)except 9=-1235(LC 31),2=-1541(LC
28),11=-1229(LC 36),10=370�LC 36)
Max Grav All reac�ions 2501b or less al loint(s)except 9=1310(LC 24),2=3147(LC
25�,11=3063(LC 25�,10=1705�LC 15)
FORCES. Qb)-Max.Comp.IMax.Ten.-All(orces 250(Ib)or less excep�when shown.
TOP CHORD 23=-4143/3033,3-4=-3046/2051,4-5=3355/2420,5-13=-1848/1785,6-13=-1598/1002,
6-7=-1264/1199.7-8=1171/1097.8-9=-620/27
BOT CHORD 2-14=-2706/3335,12-14=2424/3123,12-15=3011/3647,11-1 5=3 01113 64 7, OPP�O ��CF�j
10-11=-1469/1373,9-10=-880I872 s
WEBS 4-12=-718/728,5-12=-248/466,5-11=-2124/262,6-11=-2191I1472.6-10=-1338/1399. . �•••••••
•
•
�-io=-zsasnsoz,�.s=-iassneai GO��QAUL h,�G,FO
NOTES- / Q' ""� �p�
1�Wind:ASCE 7-10;VuI1=115mph(3-second gus�)Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;CaL II;Exp B;enclosed�,MWF��% E44594':
(envelope�;canlilever lefl and ngh�exposed;end vertical left and right exposed;Lumber DOL=133 plate grip DOL=1.33 ��--� � �
2)TCLL�ASCE 7-10;Pf=100.0 psf(fla�roof snow);Category II;Ezp B',Partially Exp.',Ct=1.1 q:���
3)Unbalanced snow loaas have been considered for ihis design. � .� � CV
4)This tmss has been designetl for grea�er of min mof live load of 20.0 psf or 2A�times Aat roof load of 100.0 psf on overhangs ��.•���• : ��
nommncurrentwi�hotherliveloads. Crs ••�••���`Cj�
5)All plates are MT20 plates unless otherwise indicated. S��NAL�`
6)This�mss has been designed for a 10.0 psf bottom chord live load nonconcurren�wi�h any other live loads.
7)'This tmss has been designed for a live load of 20.Opsf on the bo��om chord in all areas where a rec�angle 3-6-0�all by 2-0-0 wide will
fit between�he bot�om chord and any olher members. MaY 2�,2��
�WARNING V tyd Ig p t tlFEAONOTE50NiHI5ANOINLWDE�MITEKREFERANCEPAGEMII>III OL1NP0158EFOREUSE I
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AUPlwblryolde g p eiesa tlpope � p �al olm po e � p tilly Ib Id� gde L �� �� tl g .8a - g hown
' izl 1 1 I ppo��ol� d''tl al 'ebm b nly. Add't'o all po ryb -ng�o-nsoreslab'llyd - g n� Y 3�he�esp itilltyollhe ^�
ac�or. Addtonalpermo�ei�bm lgo�lM1eo erollstm � re�stM1eresponib'I'tYOfiFebuld gtlefB^a�.Porgenerolqudance e9ardlg IVI��e� �,
fobiicotlon.qodiry conhol.sbmga.tle�ery.erectlon ond bmcing.consol� AN51/IDIl Ooallly Crl�edo,OS9-09 antl BC51 Bulltling Component )p))Greenback Lane
SaleN���ormaXOn avodoble from iruss Pla�e InstlNfe,�81 N.tee 9reeL Sulte SI2 Al�ontlna.VA 2231 a. BWte 109 �
_. __ ._ __ _ . .__.LiW5Ha9�.LA95610 __ ..
Job 'Tmss � - TmssType r�ly Ply Iuo�sRitl9e�emgarROOlTmsses -
I RJ453288�
03021-0SB Diqp MONOPIiCH I6 1
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NOTES-
8)Pmvide mechanical conneclion(by o�hers)of�mss to bearing plate capable of wi�hs�anding 1235 Ib uplift at joinl9,1541 Ib uplift a�joint 2,1229 Ib uplifl at joint 11 and 370 Ib
upliN at joint 10.
9)This�mss is designed in accordance with the 2012 Intemational Building Code sec�ion 2306.1 and referenced sfantlard ANSI/TPI 1.
W�This truss has been designed For a total dreg load of 240 plE Lumber DOL=(1.33)Plate grip DOL=(133) Connect�mss�o resis�drag loads along bottom chortl from 8-7-0 to
21-11-4,0-0-0�0 1-0-0 for 3fi6.8 pl(.
LOAD CASE�S) S�andard
QWARNING�VeritytleslgnparomefeisanJREAONOTE50NTHISANUMCLUDEOMITEHFEFERANCEPAGEMI6)O]ievALiNI015BEFOREUSE. ��
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SaleNl l rmaMOn�wal bl�IromlrassPlate� I o�e,J81�N.L S� e�L r� � bllYd - 9 om� 1 ' �M1e e�P bIIIYO��Fe � �����
i o II p ryb glo es
ere 1 Atltl� Ip o e ib -g ��leo e II I � ' Ile esp bl�� tiFeb Jtlmqd �g e Forge Ig tlance2g d g �
lab � ,q ol'tY � I � oge.tl I ry Yon ontl b g ult ANSIpPII puoll�y Ctll n DSB�B9 o d BC51 Bolltling Co p nent p))Greenback Lane
. Ite�12qIB tl ,VA2201d. Sute109
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Job �Tmss Tmssiype - -- �ry Ply �obRe�tlge/em9a�aoortmsses
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3 0 0 _. ;__ ._ _ _ . __ .21-11-4 �
� 300 -�� 21-01-0
Scale:11A"=1'
4x6% 14
400�12 2x4 �I 13
2Kq II �2
2x4 I"i ��
2x4 II ��
2xA li 9
� 6x8%Zxp �I Z� 8
� 3x6 ',i 6 ] I
4x3 I 3x� / I . . I I 11
/ I I n I II�I ��
111
2
�1��,-� � ���fi ��. . I __.� li6ti. _ _.�J . .�,. . . . .. �Il . T�. ,�, .... . II° 1__l
�........ " _
Bx10 - 26 25 24 23 22 21 20 19 18 1] 16 15
4x6 II 1x4 II 2x4 II 2aA II 2x4 II 2x4 II Sx5 ° pxy II 2x4 II 3x6 II Sx5 =
r—._. _ - ._ 2i-7i-a _ . _
__ -_ _ .
2Lt1-0 — -
Plate Oflsets IX Y)-- 12:Edqe 03-8],[3;0-6-1 0-0-e1 I6:0-0-0 Edqel (15:0-2-4,03-0],[19'0-2-0 0-0-41
_ _ __... __. -- � _ __ . ._._ I . . _..-
LOADING(psf) SPACING� 2-0-0 CSI. DEFL. in Qac� I/deFl L/d PLATES GRIP
TCLL 100.0 pla�e Grip DOL 1.00 TC 0.82 Vert(LL) -0.01 1 Nr 120 , MT20 169Ii23
(ROOfSnow=100.0) LumberDOL 1.00 BC 070 Ved(TL) -OA2 1 n/r 120
TCDL 15.0 Rep SUess Incr YES WB 0.89 Horz(TL) -0.08 15 n/a n/a
BCLL 0.0 ' CodeIBC2012lTPI2007 (Matrix) Weight:1461b FT=O%
BCDL 10A . _______ -- _- ____ .
.... .. ._ ___.. _- —. _ . . _ -- ___ .
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1.SE'ExcepP TOP CHORD SimcWral wood sheathing direc0y applied or 4-1-10 oc purlins, except
1-6:2x10 DF No2 end vediCals.
BOT CHORD 2x4 SPF i650F 1 SE BOT CHORD Rigid ceiling direcUy applied or 3-1-8 oc bracing.
WEBS 2x4 SPF i650F 1.5E'Excep�' WEBS 1 Rowat midp� 14-15,13-16
14-15:2x4 W W Stud I MiTek recommends Ihat Stabilizers and required cross bracing
O7HERS 2x4 W W S�ud j be inslalled during truss erection,in acwrdance with S�abilizer
WEDGE �I Ins�allation quide. .
LeR 2x4 SPF 1650F 1.5E - -� � -
REACTIONS. All bearings 21-1 L4.
(Ib)- MazHOrz2=204(1C34)
Max Uplifl All uplifl 100 Ib or less at join�(s)18,20,21,22,24.25 except
2=-2938(LC 28),15=-1024(LC 31),16=-925(LC 28),17=-203(LC 30),23=-153(LC
37).28=-1228(LC 14)
Maz Grev All reac�ions 250 Ib or less a�joint(s)excep�2=3443(LC 25).15=1239(LC
24), 16=1027(LC 35),17=660(LC 25),18=712(LC 15),20=697(LC 15),21=700(LC
15),22=678(LC 15),23=529(LC 24),24=532(LC 1),25=541(LC 1),26=997(LC 28)
FORCES. (Ib)-Max.Comp.IMaz.Ten.-All forces 250 pb)or less except when shown.
TOP CHORD 23=-5891/5679,3-4=-4921/4767,4-5=-4339/4198,5-6=-3886/3744,6-7=-3647/3525,
7-27=-3315/3197.8d7=-3107/2991,8-9=-2817/2693.9-10=-2307I2190.
10-1�=-1794/1696, 11-12=-121711141.12-13=-826/767.13-14=5011464.14-15=-256/142
BOT CHORD 2-26=5007I5002,25-26=-4557I4489,2425=-4077/4057,23-24=3597/3577,
22-23=3117/3097.2 b22=-263712617.20-21=21572137.19-20=-1677/1657,
ia-is=-i3eanaoa »-�a=-iisnim.is-n=-�viss�,is-is=-sasiazs pD0 LI�
WEBS 13-16=933/917,12-17=-624/236, 11-18=-672172, 10-20=-657/31,9-21=-660/28, �P � FZs
&22=639/28,7-23=-489/177.5-24=-496/98.4-25=-487/69,3-26=942IN52. • •••••
•
ia-is=-iissniso oO��QPU� 9�G F�
NOTES� CQ',� �p�
1)Wind:ASCE 7-10;VuIt=115mph(3-second gus�)Vasd=9lmph;TCDL=6.OpsC BCDL=6.Opsf;h=25fl;Cal II;Exp 8:enclosed;MWF.RaS� : _$�+�-'44594 D�
(envelope);caNilever lefl and right exposed;end vertical lef�and righ�exposeQ Wmber D0�=1.33 plate grip DOL=133 �i `���,
2) Tmss designed for wind loads in the plane of the Imss only. For stutls exposed to wind(normal to the face),see S�andard Indus�ry :
Gable Entl Details as applicable,or consult qualified building designer as per ANSI/TPI 1. : � �
3)TCLL:ASCE 7-10;Pl=100.0 psf(Oa�roof snow)',Category II;Exp B',Patlially Exp.;Ct=1.1 ���,�. .'�<Cr�
4)Unbalanced snow loads have been considered for lhis desiga Fs�'••...��'� ��
5)This truss has been designed for greater ot min roof live load of 20.0 psf or 2.00 times Oa�mof load of 100.0 psf on overhangs S/pNAL EN
nornconcurrenl with other live loads.
6)Gable requires continuous bo��om chord bearing.
��came smds sPa�ed a�z-o-o o�. May 21,201
QWARNING V lytl 9 p I dREAONOTE50NTHISANOINCLUOEDMITEHREFERANCEPAGEMII)�A OYIUIOISBEFOREUSE 1
� Desg fd� only ThMi kco eclo .11' tl 9n� b tlo ly po paa � fio tl- 1 0 �nd"tl Ib Id g p neM. -.Y' ..
Appl bTly �tl signpaa Blesa tlp p � p ti Ito po e ! p -tiltyo�b IQ gtlesg e � 1� tl �g e.B c 9sM1Ow�
is fo lole al s ppo�l oi d' tl I b b nry.Atl01 o al�e p ry b -B lo'nswe itabl'ty tlo' g � <fo 's tl e p b'll ly ot�M1e
ere<�or. Add'fonolperma en�bmcngoitheovemllsWC� e-s�M1erasponsbTtyotlhebNlcllig�esgnecFOrge emlgu'lancaregardng � ���8�
labiico�ion,quality conlml,sbro9e.dellvery,erection antl brocing.consolt AN51/IPII poality Ctlletla,DSB-89 antl BC51 Bollding Camponent �PP)Greenback Lane
Salety InlormaXOn walloble Gom�mss Plale Instllota,J81 N.tee Sheet Sui�e 312 Alexantlrio.VA 2231 d_ I guile 109
. ____ . � CiWSHagNS.LA9561d___.
7ob Tur ss �.TrussType - - - Ory ply Lion'sRitl9eiBia9aiHaolrmss I
es
R4453PBBB I
03021-059 I�1AG GABLE I2 , � I
N ineTmss. Monlmse.CO-B1401 �� �obReference o liona�l_ _ . _ __�
P )620sMar2]2415MiTeklnJosLies,lnc. TM1UMayt108C9412015 Fage2
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NOTES-
9)'This Uuss has 6een designetl(or a live load of 20.Opsf on�he bottom chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 wide will fi�behveen the 6ot(om chord and any
other membere.
10)Provide mechanical connection(by olhers)of�mss�o bearing plate capable of withstanding 1001b uplif�at joint(s)1$2Q 2L 22,24,25 excepl Qt=1b)2=2938,15=1024,
16=925,17=203,23=153,26=1228.
11�This Iruss is designed in accordance wilh ihe 2012 Intemational Building Code section 2306.1 antl referencetl standard ANSI/TPI 1.
12)This truss has been designed for a total drag load of 240 pIE Wmber DOL=(1.33)Plate grip DOL=(1.33) Connec�iruss to resist dreg loads along bottom chord from 0-0-0 to
21-11-4 for240.0 plf.
13)This�russ has large uplift reaction(s)from gravi�y load case(sJ.Proper connection is required to sewre�mss againsl upward movement at ihe bearings.Building designer must
pmvide for uplif�reactions indicated.
LOADCASE(5) S�andard
�WARNING V tyde 18 Y � ntlREAON0iE50NiNISANDINCLUDEOMITEKREFERANCEPAGEMII]OJ ONiN3015BEPoREUSE. I ��, �
�esg oltlb seo�ly '�hMiekco t .il� d -g Ibasedo lyupo p 1 hon tl'lo a -nS-tl Ib ld g po e t.
Appl blty Itl 'gip f tlpope ' cop t notcomponen�' epo sbl'lyolb Id gtl -g �n �� sid -g .B g hown �
isio lole I pp toi-d-tl I b e b ly_Add�'onaltemporaryb � gl ' estobl'lyd 'g st ! - tle espo tilityol(he
erecior Atldl'onolpernanenlbmcn8 (iM1ao emlls�mcWre3�FeresponStil'Na��hebuiltlingtl sgner_Porge olgutlancereg rd'ng ���Q�
tabncoiion.qualiry con�ml,s�orage.tlelivery.ereclion ontl bmcing,co isull ANSI/tPll Qmlify Ctller�a.DSB�89 and BC51 Bollding Component �' ))p Greenback Lane
Sa�ery lnlo�manon OvOibbl¢I�om ImsS Pla�e L'.ililatE.I81 N.L¢¢$Ir¢eL 5uife 314,AlexandnO.VA 44�1d. Suile 109 '
� - - — . . I..._LilmsHeigM1k.LA95610___ --.—
Job Tmss TmssType �� IQIY ply ' Cion'sRltlge/61Gg4lROOtTmsses
03021958 01G GABLE
R4453289�
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F _ __ _ - 2141-0 _ _ _
21-11� ��- - -I
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14 15
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9
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6
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; � I" -- I, - � —�_ _�__ I
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5z10 % 29 28 2] 26 25 26 23 22 .. ..21 20 19 18 1] 16
3z6 I I Sx5 =
21-01-0
21-11-4 _ . - _._ - _ ._ _- . _.i
Pla�e Offse[s X_Y��1:0-3-15 Edael 110:0-0-0 0-0-, f14:0-3-0 0-4-0],j16:0-2-0 03-01 f22'0_2_8 0-3-01 - �
i _. ._—_ __ _ -
_ ...- __. _.._ . - -- _- � _ _ _ - __ � _
LOADING(ps� I � I
TCLL 100.0 SPACING 2-0-0 I CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP
(ROOf Snow=100.0) � Plate Grip DOL 1.00 TC 0.43 Vetl(LL) n/a - n/a 999 , MT20 197/iqq
TCDL �S.p WmberDOL 1.00 BC 0.66 Vert(TL) n/a - n/a 999
BCLL 0.0 - Rep Stress Incr VES ..I WB 071 -. , Horz�TL) -0.08 P n/a n/a . .. ..- —- -
BCDL '10.0 Cotle IBC2012/TPI2007 � (Ma�rix) � � Weight:1371b FT=O%
LUMBER- BRACING-
TOP CHORD 2x6 SPF i650F 1.5E TOP CHORD S�mcWral wood shea�hing directly applietl or 3-10-13 oc pudins,
BOT CHORD 2x4 SPF 1650F 1.SE excep�end verticals.
WEBS 2x4 SPF i650F 1.5E BOT CHORD Rigid ceiling directly applied or 3-1-11 oc bracing.
OTHERS 2x4 SPF 1650F 1 SE MiTek recommentls tha�S�abilirers and required cross bracinq
�be installed tluring Iruss erection,in accordance with Stabilizer
Ins�alla�ion guide. .
REACTIONS. All bearings 21-11-4 � - - -
(Ib)- Max Horz 1=178(LC 33)
Max Uplifl All upliH 100 Ib or less at joinqs)19,2q 21,22,23,24,25,26,28
ezceptl=-1602(LC 27),16=-1178(LC 30),17=-993(LC 27),18=298(lC 29)
Max Grav All reactions 250 Ib or less a�joinqs)except 1=1747(LC 34),16=1184(LC
43�,17=1075(LC 34),18=553(LC 24), 19=463(LC 14),20=453(LC 74),21=453(LC
14),22=457�LC 14�,23=457(LC ib�,24=453(LC 14�,25=396�LC 14),26=334(LC
7),27=369(LC 1),29=1128(LC 14)
FORCES. Qb)-Max.Comp.IMax.Ten.-All forces 2W(Ib)or less excep�when shown.
TOP CHORD L2=-5319/5078,2-3=-4225I4086,3-4=-3845/3724.4-5=3532/3419,5-6=-3192/3082,
fi-7=2851/2744,7-8=2509/2401,8-9=2179/2079.9-10=-iffi0/1726,10-71=-1490/1409.
11-12=-1142/1075.12-13=757/704, 13-14=-548/506, 74-15=291/265
BOT CHORD 1-29=-4975/4956,2&29=3954/3935,27-28=3602/3583,26-27=-3314/3295,
25-26=2994/2975,24-25=-267412655,2324=-2354/2335,22-23=2034/2015,
21-22=-1705/1686,20-21=-1395I1376,19-20=-1075I1056,18-19=-7551736,
17-18=-435/416.i6-17=299/280
WEBS 14-17=-939/925,13-18=538/319,12-19=-436/50,iL20=-426/59,10-21=-427/66,
s-zr--a3ons.a-za=-azsiaa.�-za=-a2�izo,s-zs=-3snn,s-zs=-sisns,as�=-azans, pD0 LIC
s-zs=sesiaz,ia-is=-isoonao� �OP . .....,FQis,
9�• O
NOTES- ����QAUL ��CC
i)Wind:ASCE 7-10;Vu1�=115mph(3-second gust)Vasa=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II',Exp B�,enclosed�,MWFRS
(enve�ope);cantilever le%and right exposed',entl vedical lefl and righ[exposed;Lumber DOL=1.33 pla�e grip DOL=1.33 �Q �S!i
2) Tmss designed(or wind Ioads in�he plane of the iruss only. Por s�uds exposed to wind(normal b�he face),see Standard Industry _/ 44594 D:
Gable End De�ails as applicable,or consull qualified building designer as per ANSI/TPI 1. !�' �
3)TCLL ASCE 7-10;Pf=100.0 psf(Fla�mof snow)',Category II;Exp B�,Patlialty Exp.;C�=1.1 • . �
4
4)Unbalanced snow loads have been wnsidered for this design.
5)All plates are 2x4 MT20 unless othervvise indicated. �0�.'�� .'���
6)Gable requires continuous bottom chord bearing. (Cs '��o..••� �\
��cabie swas sPa�ea ac i a-o o�. S�ONAL EN
8)This Iruss has been designed for a 10.0 psf bo��om chord live load nonconwrrent with any other live loads.
9)'This�mss has been designed for a live load of 20.Opsf on�he bo�tom chord in all areas where a reclangle 3-6-0�all by 2-0-0 witle will Ma 2�,2��
f�between�he botlom chord and any other members. y
�WARNING-VeiirytlesignparamaleiaentlREAONOIE50NiHI5ANDINCLUOEDMITEKREFERANLEPAGEMII-lp)rev.021NI015BEPoREUSE. ��
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fobrmYOtqooltycon�wlsbmge,tlel'vry, eUOnondbrocng,consol� AN51/tPllpm�INClbr�a.�SB-89andBCSIBUI1d�ngCamponent ]]]]GreenbackLane �
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R44532890
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ID�.6H?QcMI6v1e8LHnD43d�bIZXm00-wPfA9XHO41FmEt?S�dXZ44JKG�5alli3l BZCzEIZV
NOTES� '
10)Provide mechanical connection(by o�hers)of Guss to bearinq pla�e capable of wi�hs�anding 1001b uplif�a�joiM(s)19,20,21,22,23,24,25,26,28 except(jt=1b)1=1602,
16=1178,17=993.18=298.
11)This tmss is designed in accordance with�he 20721n�ernational Buildinq Code sec�ion 2306.1 and referenced standard ANSI/TPI 1.
12)This Imss has been designetl lor a to�al drag loatl of 240 pIE Lumber DOL=(1.33)Pla�e grip DOL=(1.33) Connec�Uuss to resist drag loads along bottom chord fmm 0-0-0 to
21-11-0 for 240.0 plf.
LOAD CASE(S� Stantlard
�WAFNING V Ilydelg p f n�READNOTESONTNISANDINCLUDEOMITENREFERANCEPAGEMllI1)J OYINEOISBEFOREUSE.
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eclor �tld�:o'alpermonenlbrotng ��M1eovemilsiv<N�e�s�haresporsb'I�yofiFeboltlingtlasgnacFargenemlgutlancerepard'n
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� _ 440-13 _.. 10-0-15 __ _ I 14-8-9 � 1940-] , _ _.. 2G 9-G__ ___�
4.1043 5-2d 4.]-10 5444 C-10-13
4.00,12 Scale=1:492
4x4 II
6
� �
3 00�12 / 5
x
� ax8; �
a % '
� 2x4 II %� ' /
� 3 /'
8.12 = I
2
Bx8 J
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Sx12 � ]x12M1BSHS - 5x5 -� Sx10M185H5 °
�_ 040-13 _� 10-045 _ �, 14-�-9 ___ 19-10-]. __ 24-9-4 ._ ._-_�
440-13 S23 C-1-10 5-144 4-10-13
. Plale Offse[s X� V�-' LO 6-0 0-4-e1 f5:0-3-12 0-4-41�f8 0 2 0 0_1-12J. . _ __ __ ____ _ _
..-.. _ ._._ -_ ._ .. - T_-._ _ ____.____ _
LOADING(ps� � �
TCLL 100.0 SPACING- 2 0 0 I CSI. I DEFL. in (loq I/tleFl IJd PLATES GRIP �
Plate Grip DOL 1 00 i TC 0.55 Vetl(Ll) -0.30 8-9 >967 360 I MT20 169/123
(RoofSnow=100.0) LumberDOL 1.00 ' BC 0.87 Vetl(TL) -0.53 8-9 >552 240 I MiBSHS 169/123
TCDI 15.0 Rep Shess Incr VES WB 0.87 Horz(TL) 0.15 7 n/a nla
BCLL 0.0 ' CodeIBC2012/TPI2007 (Matnx) � Wind(LL) OA2 9 >999 240 Weight1311b. FT=O%
BCDL 10.0
_-_ ._ _ _ _ _ _- _ _ _..
LUMBER- 9RACING-
TOP CHORD 2x6 SPF 2100F 1.8E'ExcepP TOP CHOftD Simctural wood sheathing directly applied or 3-i-4 oc pudins, except
5-6:2x6 SPF 1650F 1.5E end vedicals.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.SE'ExcepC WEBS 1 Row at mitlpt 6-7,4-8,5-7,2-10
2-9,3-9:2x4 WW Stud,i-10:2x8 SPF 1950F 1]E i MiTek recommends�hat Stabilizers and required cross brecing
� be mslalled durinq�mss eredion,in accordance with Stabilize�
Installationguide. _ _. _ _ ___ _
REACTIONS. (Ib/size) 7=3040/0-5-8 (min.0-4-10),10=3040/0-5-8 (min.0-4-11)
Max Horz 10=259(LC 35)
Max UpIifl10=-29(LC 28)
Max Grav 7=3661(LC 14),10=3670(LC 14)
FORCES pb)-Max.Comp.IMax.Ten.-All Forces 250(Ib)or less excep�when shown,
TOP CHORD 1-2=-863/0,2-3=-6333/56,3-4=-6370/33,4-5=-2725/73,5-6=-266/90,6-7=-039/22,
1-10=-823/13
BOT CHORD 10-11=54/5461,9-11=-99/5461,8-9=0/4583,7-8=0/2406
WEBS 2-9=0/570,3-9=-1610/53,4-9=0/2094,4-8=3027/53,5-8=0/2317,5-7=-3999/0,
2-10=5508/'148
NOTES-
t)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TWL=6.OpsF,BCDL=6.Opsf;h=25ft',CaL II;Exp B;enclosed;MWFRS
(envelope);cantilever left antl right ezposed',end vedical left and righ�exposed;Lumber DO1=1.33 plate grip DOL=1.33
2)TCLL'.ASCE 7-10;Pf=100.0 psf(flat roof snow�;Category II;Exp B',Padially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for�his design.
4)All plates are MT20 plates unless olherxise indicated p� ��
5)This truss has been designed for a 10.0 psf bonom chortl live load nonconcurreN wi�h any other live loads. �Q�P��.���F/j/s
6�'This�mss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will � �'Q �J� �`
f�between the bo��om chord and any other members. V�'� A 9/G' �
7)Proviee mechanical connec�ion(by o�hers)o!�mss to bearing plate capable of wi�hs�anding 1001b uplifl at joint(s)10. �Q �:
8)This Uuss is designed in accordance with Ihe 2012 Intemational Buildin9 Code section 2306.1 and referenced slandard ANSIRPI 1. �Q ��
9)This Imss has been designed for a to�al drag load oF 24016.Lumber DOL=(133)Plate grip DOL=(1.33) Connect Uuss to resist drag�� 44594''
loads along bottom chord from 0-0-0 to i-0-0 for 240A plC ' �
, ��
:
IOA�CASE(S) Slandard 'pO•� . ��
'C`(�'s�•�.�...�'���\�
S�ONAL E�
May 21,201
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Oe g Itll a ly ThAAiekco e b .ili tl -g � b sedo lyopo pa � li , d� � tl�'tl olb 'Id g . p �L �� �
Applmb �Ya�tlesiq poa � aitlp p - opomlo of o po n� p -tilty Ib Id gtlef9 f� tl sg e.B ngshown
6b Iot ol ppoto� d -tl I bm be o ly. Hdtl'! N p ryb Tg�o'�sore �obl'rytl ' g � cto )�lerespo till'lyotlhe MiTek'
eclar_Atltl�onal permo e 1 b acing o�ihe oiemll stmcWre-s iFe rasponi blly ol Ihe build�9 deSgna¢�or geneml go donce regoN'ig
fobrimlion.qooliry ton�ml.sbmge.tlelivery,erec�ion ond bm<ing.wnsWl AN51/iPll Ooallty Criterla,OSB-89 antl BC51 Bulltlln9 Component �)p)GreenLack Lane �.
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r 5-0-1 3�6�6 6-1-6
69]
Scale'1/4'a'
ax6 II
I / 5
000-02 / i�
i
4x8 % � �
9
�
J.00�12 6x8 % � I
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. I � . . __ _ _-.. _ - _- . . _ ,
� .__ _ _ - . ._ _ 11 _ _
29 10
94x10 B � 6
3x4 - 5x10M18SHS = 4xeMTiBHS-
� _ 8.6_] _._ _ ._ 154.13 ..__ . �_ _ _21_.11-4 _ _.�
8.6] - _ . _ 6]6 _- - 6.9.]
- .
Plate O_ffsets(X V1-- j3A-4-0,03-81 f7:0-5-0,0-3-01 -� �
LOADING(psQ-� _ � . .. � -. . " . _ _ - .- _ _ -:. -. ._ -
TCLL 100.0 SPACING- 2-0-0 CSI. � DEFL. in poc) I/deB L/a �p�qTES GRIP
�ROOf Snow=100.0) Plate Grip DOL 1.00 TC 0.56 Vetl(LL) -0.21 1-6 >999 360 MT20 169/723
TCDL 15.0 LumberDOL 1.00 BC 0.69 Vetl(7L) -029 7-e >903 240 ' M185HS ifi9/123
BCLL 0.0 ' Rep S�ress Incr VES WB 0.92 Horz(iL) 0.11 6 n/a n/a MTiBHS 197/144
BCDL 700 � CodeIBC2012RP12007 _ (Matrix) _ � Wind(LL) -0.02 6-7 >999 240 Weight:11416 fT=O%
LUMBER- BRACING- � �� ��- �� � � .�_ .._. .
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD SbucWral wood shea�hing tlireclly applied or 43-8 oc purlins, except
BOT CHORD 2x4 SPF 2100F 1.8E end vedicals.
WEBS 2x4 SPF 1650F i.SE'ExcepP BOT CNORD Rigid ceiling direcUy applied or 10-0-0 oc bracing.
2-8,3-8,4-t 2x4 VJVJ Stutl,1-9'2x8 SPF 1950F 17E WE85 1 Row at midpl 5-6,3-7,46,2-9
�MiTek recommends iha�Stabilizers and required cross bracing �
be installed during tmss erection,in accordance wilh Stabilizer �
i_Installa�ion guitle.
REACTIONS. (Ib/size) 6=2686/0-5-8 (min.03-9�,9=2686/0-5$ (mirt0-0-1) � � - --
Max Horz 9=261(LC 30)
Max Uplifl9=-01(LC 27)
Max Grav 6=2810(LC 14),9=3208(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All Forces 250 Qb)or less excep�when shown.
TOP CHORD 1-2=-969/15,2-3=-4679/79,3-4=-2831/105,4-5=370/717,5-6=-618/26,1-9=-1061/19
BOT CHORD 9-10=-77/4245,8-10=9814245,7-8=0/4458,7-11=0/2484,6-11=0/2484
WEBS 2-8=-12/446.3-7=-2239/33,44=0/1191.4-6=3242/14.2-9=-4065/142
NOTES-
1)Wintl:ASCE 7-10:Vu1�=115mph(3-second gusq Vasd=9lmph;TCDL=6.Opsf;BWL=6.Opsf;h=25k;CaL II;Exp B',enclosetl;MWFRS
(envelope)',canlilever left and righ�exposed;end vertical lefl and righl exposed;Wmber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-10;Pf=100.0 psF(�at roo(snow)',Category II;Exp e;Patlially Exp.;C�=1.1
3)Unbalanced snow loads have been considered for this design.
4)All pla�es are MT20 plates unless otherwise indicated.
5)This Uuss has been designed for a 10.0 psf bo��om chord live load nonconwrren�with any olher live loads.
6)'This(russ has been designed for a live load of 20.Opsf on�he bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pD 0 LI�
fit behveen the bot�om chord and any other members,with eW L=10.OpsL O� �� F/GS
7)Provide mechanical connec�ion(by olhers)of�russ�o bearing pla�e capable of withstanding 1001b uplift a�joinqs)9. O\'���QAU� � �(•
8)This huss is tlesigned in accortlance with�he 2012 INema�ional Building Code section 2306.1 and referenced stantlard ANSI/TPI 1. C7�� R/���
9)This lruss has been designetl for a to�al drag load of 24016.Lumber DOL=(1.33)Plate grip DOL=(133) Connect huss lo resist drag �Q
loads along bottom chord from 0-0-0 to 1-0-0(or 240.0 pIC Q "'�� �p�
LOADCASE(S) Standard ,..� . ; E44594.D;
�
: -�-,�
�'o'•. .���``�
�'F •••......•• �
SS�ONAL EN�'
May 21,201
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- 86_� . _ _ 6'6 . _� _ _ _ �
_ _--_ _ . . - 6-9-] -
_Plale ORsets(X,Y)-- f1:Edge OS� f6:0-2-0 Edge�,�10:0-0-0 Edgej_ - - � -
_- _ . __ -- - - _--_ .- . _ � _ __ _ _ ._
LOADING(pst) �� � ��
TCLL t00D � SPACING 2-0-0 �C51. DEFL� in poc) I/de0 L/d PLATES GRIP
(ROOf Snow=100.0) Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.19 10-11 >999 360 MT20 118/123
TCDL 15.0 I WmberDOL 1.00 � BC 0.67 Vetl(TL) -02710-11 >951 240 MiBSHS 197/i44
BCLL 0.0 ' � RepShesslncr VES I WB 0.86 Horz(TL) 0.11 9 Na n/a
_BODL 10A L CodeIeC2012RP12007 � (Matrix) � Wind(LL) -OD2 9-10 >999 24p WeighF.1201b FT=O%
_- _ -_.
LUMBER- _- __- ._. _ . _ . _ _ _ _ _ _ _ . _- _. __-
BRACING�
TOP CHORD 2x6 SPF 2100F 1.8E'ExcepP TOP CHORD Siructural wood sheathinq directly applied or 4-5-0 oc pudins, except
L7 2x6 SPF i650F 1.SE end verticals.
BOT CHORD 2x4 SPF 21 WF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Arecing.
WEBS 2x4 SPF 1650F 1.SE'Excep�' WEBS 1 Row at mitlpt 8-9,5-10,7-9
4-11,5-11,7-10:2x4 W W SWd,1-12:1.SX725 Microllam LVL 2.OE TG MiTek recommends iha�S�abilizers and required cross bracing �
be installed during�mss erection,in acwrdance wi�h Stabilirer
Ingtallation 9uide___
REACTIONS. (Ib/size) 9=2686/0-5-8 (min.0-3-7�,12=268610-5-8 (min.0-3-11) �- - ------ --�- �--
Max Horz 12=262(LC 34)
Max Upliftl2=-39�LC 27)
Max Grav9=2706(LC 14),12=2923(LC 14)
FORCES. Qb)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 1-2=-84/502,2-3=-2496/SQ 2-0=-1968/0,4-5=-4371/79,5-6=-2715/109,6-7=2687/106,
7-8=370/716,8-9=-614/26,3-12=-1640/33,1-3=611/20
BOT CHORD 12-13=-60/4239,11-13=5714239,10-11=0/4111,10-14=0/2368,&14=0/2368
WEBS 5-11=0/251,5-10=-1961/27,7-10=0/1033,7-9=3089/12,4-12=-2653/125
NOTES-
1)Wind:ASCE 7-10;Vul1=115mph(3-second gus1)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.OpsF h25(q Cal II;Exp B;enclosed;MWFRS
(envelope);can�ilever left and righ�exposed;entl vertical left antl right exposed;W m6er DOL=1.33 pla�e grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=100.0 psf(�at mof snow);Ca�egory II;Exp B;Partially Exp.',C1=1.1
3)Unbalanced snow loads have been considered for ihis tlesign.
4)All plates are MT20 pla�es unless olherwise indica�ed.
5)This Imss has been designed for a W A psf bo�tom chord live load nonconcurrenl wi�h any o�her live loads pQ �I
6�'This�mss has been designed for a live load of 20.Opsf on ihe botlom chord in all areas where a rectangle 3-6-0�all by 2-0-0 wide will pPP��..��F/jj
f�belween Ihe bo�lom chord and any other members,wi�h eWL=10.OpsC O� ��'QAUL �• cS�
7)Provide mechanical connection(by others)of�mss to bearing plate capable o(withstanding 100 Ib uplifl at joint(s)12. �J �� 9/��Q
8)This truss is designed in accordance wi�h the 20121n�emational Building Code sec�ion 2306.1 and referenced s�andard ANSI/TPI 1. �.
9)This tmss has been designed for a[o�al drag load of 24016.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connec�tmss b resist drag �:
loads along boltom chord from 0-0-0�o 1-0-0 For 240.0 plt E44 94 y:
10)Grephical purlin represeNation does not depic�the size or Ihe orien�ation of the pudin along Ihe top and/or bottom chord. � •
• •
LOAD CASE(5) Standard : j �
A
�O�•� ..�'��• ���
�SS��NAL EN�\
May 21,201
QWARNING V Tytl sIB 0 1 ndREADN01E50NTHISANOINCLlIOEDMITEKREFERANCEPAGEMII)4)l OLtb30158EFOREUSE j
Deig oltll eo ly �IM1Mi k iec�os.iti tl g - bosedo ly p np t M1o�n o tl- 1 ��tl 'tl olb Id gco p nL ��� i
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ereclo Add! olpar anen�bmcngo��Ieoveralls�mcNre'Slheresponzbl'tyollFebuldngdes0^ecPorgenaalg�tlncereg dg
lobrcot on.0�al�y con�ml.ibmge,tlellvery,erection ond brocing<onsull ANSI/iPll puallty Critetla.DSB�89 antl BCSI Bvllding Component A)>Greenback Lane
�Solery Inlormonon a.lable irom rmss Plore Insfitu�e.J81 N.Lee S�reelSuite�12 Alesondria,vn 223I a_ SWte 109
-- � � ..CiWSHeigiVS,CA9561p
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Scale=1:05.3
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i �
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19
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5x10 % 29 28 2] 26 25 24 23 22 21 20 19 18 1] 16
9x6 II 6x6
� _ 21-11-4 _. __ _
21-it-0 �� - I
Plale Offse�s fX VI— f1:03-15 Edoel f8:0-40 0=4=8],[14:0-3-0 0-4-01 f22:0-2-8 0-3-0]..__ _ �
LOADING(ps� �r� � - � — ---
TCLL 100A � SPACING 2-0-0 �. CSI. I DEFL. in (loc� IIdeFl L/a PLATES GRIP
PlateGrip�OL 1.00 TC 0.42 � Vetl(LL) n/a - n/a 999 ' MT20 197Ii44
(ROOfSnow=100.0) LumberDOL 1.00 BC 0.66 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 072 Horz�TL) -0.08 1I n/a n/a
BCLL 0.0 ' CodeIBC2012/TPI2007 . (Malrix) � Weight:1371b PT=O%
BCOL 10.0
IUMBER- � eRApNG- ��
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD S�mcNral wood sheathing directly applied or 3-1044 oc pudins,
BOT CHORD 2x4 SPF 1650F 1.SE excep�end verticals.
WEBS 2s4 SPF 1650F 1.5E BOT CHORD Rigid ceiling direc�ly applied or 3-1-71 oc bracing.
OTHERS 2x4 SPF 7650F 1.5E � MiTek recommends lhat Slabilizers and required cross bracing
i be ins�alled during�mss erection,in accortlance wi�h Slabilizer
I_.I_nstallation gu'de
REACTIONS. All bearings 21-11-4 �� - ��
(Ib)- Max Horz 1=178(LC 34)
Max Uplifl All uplifl 10016 or less at join�(s)19,20,21,22,23,24,25,26,28
except 1=-1599(LC 27�,16=-1188(LC 30),17=-962(LC 27),78=-345(LC 29)
Max Grav All reac�ions 25016 or less at joiN(s)except 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(�C
14�,22=463(LC 14),23=455(LC 14),24=442�LC 14),25=395(LC 14),26=335(LC
i).z�=ass(�C i�.zs=ii2s(�c ia)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250 pb)or less excep�when shown.
TOP CHORO L2=5310/507Q 2-3=-02 V/4077,3-4=383613715,4-5=35241341 Q 5-6=-3783/3072,
6-7=2839/2726,7-8=2513/2409.8-9=-2159/2073.9-10=-1799/1724,10-11=-1484/1403,
11-12=-1706/1042,12-13=-746/694.13-14=-552/510,14-15=307I280,15-16=-259/216
BOT CHORD 1-29=-4967/4947,28-29=3946/3926,27-28=3594/3574,26-27=3306/3286,
25-26=-2986/2966,24-25=-2666/2646,2324=2346/2326,22-23=-2027/2007,
2L22=1697/1677,20-21=1387/7367.19-20=-1067/1047.1 8-1 9=74 717 2 7,
17-18=-427/407,16-17=317/297
WEBS 14-17=-909/895,13-18=564/366,12-19=-435/54,11-20=-430/50,10-21=-427/36,
9-22=-436/17.8-23=-428/62.7-24=-416/61.6-25=367/27.5-26=313/17.4-27=324/i6. Pp0 ��C
2-29=-989/42.14-16=-1324/1332 �QQ�•�..�...•(CjLs
�• �.
NOTES� V:..�PAUL RiL:�O
i)Wind:ASCE 7-10;Vu1�=115mph(3-second gus�)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;CaL II;Exp B;enclosed;MWFRS �Q �:
(envelope)',cantilever lefl and ngh�exposed',end vertical IeR and right exposed;Lumber DOL=133 pla�e grip DOL=1.33 •Q �:
2) Tmss designed for wind loads in the plane of the imss only. For studs exposed to wind(normal to Ihe Face),see Sfantlard Indus�ry � 44594''
Gable End�etails as applicable,or consult qualifed building designer as per ANSI/TPI 1. 4"� � �
3)TCLL:ASCE 7-10;Pf=100.0 psf(fla�roof snow)',Category II;Exp e;Partially Exp.;C�=1.1 �
4)Unbalanced snow loads have been considered for�his tlesign. � � ��GV�
•
5)AIl plates are 2x4 MT20 unless otherwise intlicatetl. ��.'. : `�
6)Gable requires continuous bottom chord bearing. (C �'•••...••' \�
»came swas svaoea ai i�-o 0o ss/pNqL EN�
8)This�russ has been designed for a 10.0 psf bo��om chord live load nonconwrren�wi�h any other live loads.
9)'This truss has been designed for a live load of 20.Opsf on Ihe bonom chord in all areas where a rec�angle 3-6-0�all by 2-0-0 wide will Ma 2�,2��
f�behveen�he bottom chord and any o�her members. Y
�W�ARNINtl i V �o ly'9 tF Mi k' tl READ NO�TES�ONTHI�S�A�NOINL P OE0 MITEN REF�E�RANCE tlAGE Mll��d tl al bf6ld�g BEPoR�E�U�SIE .
appl tilly Itl ig p a ele a tlp p - p � t po eN s espo stiltyoib Id gtl g - �� des9 e 8 ' y liown ��
islo loleals ppoto�� d"dVOI eb e beso ly_Atllfl I� p ryba -glo' s resbb'I'�ytl ' gton� � - �perespo DII�yoRhe
eclor hddCOnalp maie�fbracng I�leovemllz�m lue'siM1eresponsbl�yol�hebulldngdesgner.Porge ealB �do^cee g ding ���Q�
lobricot�on.QOoliNcon�ml.s�oroga.tlelivery.ereclionantlbmcing.consvlt pN51/iYIIOmIIIyCritetla.DSB�09antlBG519vIIdingCOmponen� ]]]]GreenbackLane
SoleN Inio�maMOn ovpllable fiom Luss Plote Inslib�e.�81 PI.lee Sheel,5 le 312 Alexond�io.VA 2231d. Saile 108
. . . .. _— — —_. ......__Ci4usHei9M1LS.CA95fi]D— _�
Job - Tmss TmssType pty Ply Cion'sRitl9eiBmgaiROaiTmsses
R4453289G
03021-058 E3G GA9LE 2 I
_ _ ___ _ _ ___. _ __ _ Job Reference IooCOnal) _ _ _._
NpineTmss. Monlmse,CO-81Ea1 � ib20sMar3]2015MITeklnauslries.Inc. ThUMay210849:5]2015Page4
10 6H?�cMI6rAe8LHnD43d�bjzXm00-ClaptlwMeRWzxIVLMOFALYtWa6plil EkguA2JIzEIZO
NOTES�
10)Provide mechanical connection(hy others)of�mss�o bearing pla�e capable of withs�anding t001b uplift at joiN(s)19,20,21,22,23,24,25,26,28 excep�Ql=1b)1=1599,
16=1188,17=962, 18=345.
11)This huss is designed in accordance wi�h the 2012 International Building Code seclion 2306.1 and referencetl stantlard AN51/TPI 1.
12)This Iruss has been designed for a lolal tlrag load o(240 pIE W mber DOL=(1.33)Plate grip DOL=(133) Connect Imss[o resist arag loads along bottom chord!mm 0-0-0 to
21-11-0 for 240.0 pif.
LOAO CASE(S) Stantlard
�WARNING-Vetlly Eesign paramerers entl FEAO NOTES ON IHIS AN�MLWOED MIiEH REfERANCE PAGE MIIJ41l rev.OYfU]O15 BEFORE IISE.
Oesg al'db I� �M1MT kt s<bs.IF' ei lgn� b etlo ly po paa elarssho tl- fo a �nd 'J Ib id g mp nf. ��
Appl b'I'�y ftl �g poa etesa dp p � p afo o�c po e � p 'til�yo�b Id qtle 9 - �� tl g er.Bpcn95hown
�erec�o�. Addd�on Ipermanen�bmc�goi M1eover�ou��dd't� If p ryb B� � westatifrytl � g I tl'o -slie po 'tiPryollM1e ��I��
e�slM1eresponsbl'tyollM1ebolldi gtl sgner.Porge�oralgotlancer gardig
fabricafion,qoallry con�ml.slowqe,tlelivery.erec�ion ond bwciny.wnsvll AN51/fPll poality Crlleria.D58�89 antl BC51 Building Component ))))Greenback Lane
Salety InlormaXOn availoble from imss Pla�a Inslllule.181 N_Lee S�ree�,Suite 312 Alenantlno,VA 2231 d_ 8oi1e 109
�.` _ . _ _ . . _. _ _.._Gi¢usHagNS.LA 95610 .
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9I I Bx10 %
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o� ���' ��__, _`���
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�
Sx8 I 14 13 �8 t2 19 20 11
fix8 - Sx5 = 6x8 = Sx10 M1BSH5 =-
� __ 80? ___ . 12-84 _ � 15-11-04_� __ _ 2J-3-04_ _+p.a.��
_ 8-8-4_ � 4�0-0 3340 _ 11345 . _ 3-0 14_
_ ._ ____.__- -. _-
Plate ORsets IX YF- [2.�0-3-8 Edae] [4 0-2-0 0.3-0].�5 0-5-12 03-8�_91 0 2-0 0,1-1�, 13.0-2-8,0-3-01 �
TCADING(P5�00.0 I' SPACING- 20-0 CSI. � OEFL. in� (loc) Ilde� L/d � I PLATES GRIP
(ROOf Snow=100.0) P�ate Grip DO� 1.00 � TC 0.59 ' Vert(LL) -0.09 12-13 >999 360 MT20 169/123
TWL 15.0 LumberDOL 1.00 �i BC 0.64 Vetl(TL) -0.1712-13 >999 240 M18SHS 169/123
BCLL 0.0 ' I RepSVesslncr YES WB 0.79 I Horz(TL) 0.05 11 n/a n/a MT18HS 197/144
CodeIBC2012/TP12007 (MaUix) Wind(LL) -0.031142 >999 240 WeihC20716 FT=O%
BQDL 10.0_�_. ___ . __. ' _ . - -L �_ 9
_ _- -_
LUMBER" BRAqNG- ��-� �-�� ������ ��
TOP CHORD 2x6 SPF 1650F 1.5E'ExcepP TOP CHOR� Simcfural wootl sheathing directly applied or 6-0-0 oc purlins, excepl
4-5:2x6 SPF 2100F 1.SE,5-7:2x8 SPF 1950F 7]E,1-4:2x10 DF No2 end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Excep�:
WEBS 2x4 SPF i650F 1.SE'ExcepP 6-0-0 oc brecing'.2-14.
6-13.4-14,9-11.8-12.5-13:2x4 W W Stud WEBS 1 Row at midpl 5-14.6-12,9-11.7-12.8-11
WEDGE MiTek recommends�hat Stabilizers and required cross bracing �
LeN'.2x4VJVJ SNd be ins�alletl during tmss erection,in accortlance with Stabilizer
Llns�allation guide,
REACTIONS. (Ib/size) 2=1210/0-5-8 (min.0-2-8�,14=4310/0-5-8 (req.0-6-72�,11=2655/0-5-e (min.0-4-W) � - � - -- - -
Max Ho2 2=230(LC 8)
Max Uplik2=87(LC 6)
Max Grav 2=1583(LC 30),14=4310(LC 1),11=2952(LC 16)
FORCES. (Ib)-Max.Comp./Man.Tea-All forces 250(Ib)or less except when shown.
TOP CHORD 2-16=-871/348,3-16=-538/410,3-4=-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
BOTCHORD 2-14=323/559,13-14=-61i614,13-18=-2/2136,12-18=-2/2136,72-19=-i9/713,
19-20=-19/713,1 L20=-19/�13
WEBS 6-73=-470/105,3-14=-1528/246,5-14-=3541/0,6-12=-1421/58,4-14=-1578/54.
8-12=0/1025,8-11=-2305/Q 5-13=0/803
NOTES-
7)Wind'.ASCE 7-10;VuIt=115mph(3-second gusp Vasd=9lmph;TCDL=6.Opsf;BCDL=6.OpsF h=25fl',CaL II;Exp B',enclosed;MWFRS
(envelope)',can�ilever lefl and righ�exposed:end verlical le(�and right exposed;Lumber DOL=1.33 plale grip DOL=1.33
2)TCL�:ASCE 7-10',Pf=100.0 psf(Flat roof snow�;Category II;Exp 8;Parlialty Exp.;C�=1.1 0 pD 0 LI� 2
3)Unbalanced snow loads have been considered for Ihis design. Q� F
4)This Uuss has been designed for greater of min mof live load of 20.0 psf or 2.00 times Oat roof load of 100.0 psf on overhangs 0�' .�PAU��'�� sF
non-concurren�wi�h other live loads. � �� 9 Q
/
5)All plates are MT20 plates unless otherv,�ise indicated. �Q,�' L��
6)This truss has been aesigned for a 10.0 ps(bollom chord live loaa nonconcurrent with any other live loads. i qq5Q"���...���JJJ p:
7�'This�mss has been designed for a live load of 20.Opsf on lhe bot�om chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide vy5yq _;,.�`'�44594''
f�between the bo��om chortl and any other members,with BCDL=10.Opsf. �. � �_��
8)WARNING�.Required bearing size at join�(5)14 greater than input bearing size. A � �
9)Provide mechanical connection(by others)of�mss to bearing pla�e capable of withstanding 100 Ib uplifl a�join�(s)2. �
10)This Imss is designed in acwrdance wi�h�he 2072 Mternational Building Code seclion 2306.1 and referencetl slantlard ANSIRPI 1. ��,(� ��� :����
•�••�•••� �
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May 21,201
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erecb �dd� olpe a �b ' goitF II hoct - fh ponsblty iR boltl gtl -g r.FOrge e Ig -tl icer g d' 9 M�1Q�(
fob coYO .p I ty c 1 I.slo g .tl I' y.e ecI n antl b oc 9�c p pN51/IP�I QoaI1N C Iterla,DSB�99 ontl BC51 BWltling Companenl A)p Greenback lane
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3x6% 13 2x4 �i �p 24 �� 25 26 10
3x6 5x10 - Sx8 - 6x8 - 4x8 MT18HS -�
��__ . 8_8�4 2x4_I_ 128-4_�15-01-0�_. . 2]-]-0J 30A42 {
� 8-8-0 4-0-0 33-00 11-345 3-0-14
Plate Offsets IX Y)-_11:0-2-12 Edael 14:0-6-0 0-3-81 18:0-2-0 0-1421 112:0-3-12 0-3-01
LOADING�pst) �i �I ' �- � � �-
TCLL 100.0 SPACING 2-0-0 C51. DEFL. in Qoc) I/defl Ud PLATES GRIP
Plate Grip DOL 1.00 TC 0.58 � Vetl(LL) -0.09 10-11 >999 360 MT20 169/123
(ROOf Snow=100.0) Lumber DOL 1.00 BC 0.57 Vert(TL) -0.19 1-13 >539 240 MT18H5 1691123
TCDL 15.0 Rep S(ress Incr YES W8 0.97 � HorzQL) 0.05 10 n/a n/a
BCLL 0.0 ' CotleIBC2012/TPI2007 (MaUix) Wind(LL) -0.0310-11 >999 240 Weigh�: 18616 FT=O%
.BCDL. 10.0- _.I _ .__._ _-. -_- _- � . .._.__ ._ _ ._
LUMBER- BRACING�
TOP CHORD 2x6 SPF 1650F 1.SE'ExcepP TOP CHORD SMUCtural wood sheathing directly applied or 6-0-0 oc purlins, excep�
1-4:2x6 SPF 2100F i,BE,4-6:2x8 SPF 1950F t7E end vedicals.
BOT CHORD 2x4 SPF i650F 1.5E BOT CHORD Rigid ceiling direc0y applied or 6-0-0 oc bracing.
WEBS 2x4 SPF i650F 1.SE'ExcepC WE85 1 Row al mitlpt 5-11,e-10,6-11,7-10
5-12,3-13,8-10,7-11,4-12',2x4 VJVJ Stud MiTek recommentls lha�S�abilizers and required cross bracing �
OTHERS 2x4 W W SWd be ins�alled tluring�mss erection,in accordance wi�h Stabilizer
Installation 9uide.
REACTIONS. pb/size) 1=565/0-5-8 (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 Uplifl 1=-24(LC 6)
Max Grav 1=877(LC 30),13=4436(LC 1),10=2911(LC 16)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All(orces 250 pb)or less except when shown.
TOP CHORD L21=-1333/217,2-21=-1239/285,23=-104/1861,3-4=-88/1690,4-5=-2793I0,
5-22=1892/7.22-23=-1257/12,6-23=-1170/38,6-7=-1408/61,8-10=-684148
BOTCHORD L13=-225/1205.12-13=249/1263.12-24=-122122.11-24=-12/2122.11-25=-20I704.
25-26=-20/704,10-26=-20/704
WEBS 5-12=-461/117,2-13=-2868/50,4-13=-3583/0.5-11=4481/60,3-13=-1481/47,
s-i i=asizso.�-i ranoas.�-m=-zz�sio,a-iz=onzsa
NOTES-
1�Wind:ASCE 7-10�,VWt=115mph(3-second gusp Vasd=91 mph�,TCDL=6.Opsf;BCDL=6.Opsf;h=25fl',CaL II;Ezp B',enclosed;MWFRS
(envelope);cantilever left antl right exposetl;end vetlical left and righl exposed;Lumber DOL=1.33 plate grip DOL-133
2� Tmss designed for wind loads in ihe plane of ihe�russ only. For sWds exposed�o wind(normal�o the face),see S�andard Industry
Gable End Delails as applicable,or consult qualifed building designer as per ANSI/TPI L p Q ��
3)TCLL:ASCE 7-10;P(=100.0 psf(9al roof snow)',Ca�egory II;Enp B;Partially Exp.',Ch1.1 pPP �'F/jj
�..�....
4)Unbalanced snow loads have been considered for this desiga Q� .•Q A�� �� s(O
5)This Uuss has been designed for grealer ot min roof live load of 20.0 psf or 200�imes Oat roof load of 100.0 psf on overhangs V•�� R/L�•�
non-concurrent with other live loads.
6)All plates are MT20 plates unless otherwise indica�ed. Q ���" ��
7)Gable studs spaced a�1-4-0 oc. . E44594 D�
8)This Imss has been designed for a iQ�psf bottom chord live load nonconcurreN with any other live loads. �� ' �
9J'This�mss has been designed for a live load of 20.OpsF on ihe bo�tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide ill -p :��
ft between the botlom chord and any other members,with BCDL=10.Opst 'QO � �����
10)WARNING:Required bearing size a�joint(s)13 greater Ihan input bearing size. ��•���. �• \�
11)Pmvide melal pla�e or equivalent al bearing(s)13�o supporl reaction shown. ••••���,\
12)Provide mechanical conneclion(by o�hers)of Iruss lo bearing plate capable of withs�anding 1001b uplift a�joint(s)1. SS�ONAL�\V�
13)This Iruss is designed in accordance wi�h the 20121n�ema�ional euilding Code seclion 2306.1 and referenced s�andard ANSIRPI 1.
LOAD CASE(S) Standard May 21,201
� �DeWgRNONdi� �o I/B'tl��dlekmn dREADfl0�1eS�ONT�HISAaDMLL�U�paaT e�eEF1RANC��AGEM�I)1� � O�iN�1�BEPoREUSE. ..
Appl o61'�yoltlesg p f dp p � o�poeaf f ompo ent s epo �lil'ry �b Id gtl -g r �t tl -g e.8 � gfiown ��
ere I , qdtlPP��oI� d tl Iwebme bes ly. Addfo alle po.aryb - g� �nsure � GI�Ytl - g<onl clo 'slhe epo 'b'lltyoltP�e MiTek'
¢ta I � I o
Ilionalp o e ibiaciigol�leovemllslmcWe�s�herazponsbltyollM1eboiltl Bdesgner.Porgenemlgudancer gartlng
lob�icotlon.qoollty rqniml.sbmge.tlefrvery.erec�lon antl bmcing.consult AN51/tVll poallN��Iterla,DS8�89 antl BC51 Bolltling<amponenl �)))Greenback Lane
SotefylnlormaNOn avalloblelmmimssPlatalnslltule.J8lN.leeSteeel.$W�e�12.A�vantlro.Vn4231A_ SNIet09
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03021-158 IF2G GABLE Ii � � I _ �
N Ine Tmss. Monlmse.CO-81C01 � Job Reference_(qpliQnaJ___ _
0 -� 1b40sMar2)2015MITeklntlus�nes.lnc. TM1OMay2108:50:002015 Page1
ID:fiHP�cMI6rAeBLHnD43dQbjz%m00�dKGyFyP4kxVJYOmew2WOlyAV 1 XIIOvPIAMSPjwdzElZL
� _ .. . 4-5-14 _. _ � . &8'4 _ +__. 12_8-G
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2x4 I I Scale=123 2
I 4
/ 2x4 �
2x4 .'
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4x4 = /�
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' � � � 1 �
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__ _ _ _ _ . . _ 2.< I��- /� _ �� ���
3x4 = �L 2n4 �I . _- -5 .
3x6 � 6 Sz6 - 4x4 --
�_ .- _ . _ _ ._- -884 _ -_ _ _ _ -_. _8:11�(1 ._. 12.8-4 __-__ _�
_- - 8-8-0 _ .. _ 0.242 3 9-0.
Plale Offse�s IX YI-- f1:0-2-e Edqe1.I11:0_1-15 0-1-01 _ � -- ..- . . - .-... -. .
-_. _____� .. - -__ __ . .. -.- . - . - _ -_.
LOAOING(ps� SPACING- 2-0-0 ' CSI. DEFL. in loc I/tleA L/d PLATES GRIP
TCLL 100.0 �, ( �
(Roof Snow=100.0) Pla�e Grip DOL 1.00 TC 0.44 Vert(LL) -0.08 1-6 >999 360 MT20 169/123
TCDL 15.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -022 1-6 >472 240
BCLL p,p • RepSiresslncr YES WB 0.70 I Horz(TL) 0.02 6 n/a n/a ,
BCDL 10.0_ _ _ CodeIBC2012/TP12007 (Matrix) Wind(LL) 0,00 1-6 >999 240 .L W¢ighL561b FT=O%
_- -_ _ __- __-- __ _
LUMBER- BRACING. �.. .�. .��-�- ��� �
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD S(mcWral wood sheathing direc�ly applied or 6-0-0 oc purlins, excepl
80T CHORD 2x4 SPF 1650F 1.5E end vedicals.
WE85 2x4 W W SWd'ExcepP BOT CHORD Rigid ceiling direc�ly applied or 6-0-0 oc bracing.
2-6'.2x4 SPF i650F 1.SE MiTek recommends�hat S�abilizers and requiretl cross bracing
OTHERS 2x4 WVJ Stud I be installetl during�mss erection,in accordance wi�h Stabilizer �
` Installa�ionguide. _ .. _ __ �
REACTIONS. (Ib/size) 1=839/0-5-4 (min.0-1-8),6=2241/0-5-8 (min.0-4-5) �
Max Horz 1=73(LC 7)
Max Grav1=926(LC 14),6=2742�LC 14)
FORCES. pb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 1-14=-1865/5,2-14=1772/15,23=-91/891,4-5=361/12
BOT CHORD 1-6=-20/1734,5-fi=-675/31
WEBS 2-6=2457/39,&6=-2086/63,&5=57/762
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gusp Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cal II;Exp B;enclosed;MWFRS
(envelope)',cantilever IeN and righ�exposed;end vehical left and right exposed;Lumber DOL=133 pla�e grip OOL=1.33
2) Tmss designed tor wind loads in the plane o(Ihe�mss only. For sWds exposed to wintl(normal to Ihe face),see Slandard Induslry
Gable End Details as applicable,or consult qualifed building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-10',Pf=100.0 psf(flal roof snow)',Category II;Exp B�,Partially Exp.;C1=1.1
4)Unbalanced snow loads have been consideretl for�his desi9n.
5)Gable stutls spaced a�1-4-0 oc.
6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
7)'This Iruss has been designed for a live load o/20.Opsf on the boUOm chord in all areas where a rec�angle 3-6-0 tall by 2-0-0 witle will oPp,D 0 LICFiv
(t behveen the bo�tom chord and any o�her members. � �������• s
8)This�mss is designed in accordance wi�h the 2012 INema�ional Building Code sedion 2306.1 antl re(erenced s�andard ANSI/TPI 1. VO�:�PA�J� R• ��
LOAD CASE(S) S[andard �Q.� �L •
:Q �p�
,�✓ 44594 D's
.
9��;� ;'��
�sS�ONAL EN�\�
May 21,201
QW�AFNINtlfV �o ��9'0 Mlek'co eRO ONO�TES�ONTHI�S�A�N�DINCLUDEOMITEKREFE�RANC�EPAGEMII)Id �tl olb'�Id�q�EFOREUSE 1 �
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r 1 Atld�loral p a �broc nB ol�M1e overoll sha � ' tl e espon b I ly i�F bulltl 9 de�gner.Por g al90 dance reg •tling �
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