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Approved Plans.jpgQ��-caot�`l9� ee�11' LD Lams VV ICAJ 3U1ZD11YG FOR -amx"ee 06-S T 7-/ �3d liOflr S77 MAA 14 3 o -214e 7L- T- f: P NU T NO: I C&,L L ep'(1k eA/0 APPROVED r 7 Fotl;� T;�)gcc� VVIORKS Td s S' AP"'COVAL AS A RESULT OF AN W' 777--r"nNI TION C7 TF,7- PROV� �p COQ°C OR OF OTHER ORDINANCES OF THIS , JUM%S) DICTION. C Right Elevation Left Elevation Top Elevation Bottom Elevation CJ69 Cuslomer Signature ne I*Y!ick Jorgensen Contracting, Inc. WickBuildings.wmJerry Jorgensen ale. 852 S10-21-2016 MORINE Jack outMorh530 Front St. ,me: „ NE Hwy 30 ldings DO N Blair, NE 68008 7:08 AM 24'-0" x 36'-0' x 9-4 ICH Blair, NE 68008 NOT SCALE -------------------------------------- I I 9x7OVERHEAD --------------- 26 — — — — — — — — — — L— — — — — — — — — — — — — — — - - JACKSGAR - — - — - — ---- — — - — - — - — - — Z-24'x36'x9' --------------- w: 0 �!T J: ±±!-4 T WALK DOOR L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —t Customer Signature Jorgensen Contracting, Inc. WickBuildings.com Jack Morine 1*ick Jerry Jorgensen Me: 10-21-2016 MORINE 852 South Hwy 30 11me: 7:08 AM 24'-0" x 36'-0" x 9'-4" ICH 530 Front St. Blair, NE 68008 Buildings Blair, NE 68008 DO NOT SCALE - I o Column Z E 24 Glrts (See chart for number & apacing) 2x8 Treated Plank Optional 4" Conerele•Floor . 1 014 rngrk A = Interior Clear height (ICH) ** 12' Heel on spans 36' and under B = Eave height (Top of truss) ' 15° Heel on spans over 36' C = Hole depth (Including footing) . D = Girt spacing E = Column length denotes spliced column) U e f .Y r' i,... L 6 Cna nc�lacc;f•h'S nvri1.-50?a•t; �'n N9R ,FT5?KRR'XMRnb t Yl "'t`; SDall$'��r'•efte tlla'tij36t(1.5i{tS'eel'Cdept:tl)r,.•l.Ir,.•n..7 5: "=7 !i: u'r rets?,�1��� r YC �tt D5\# fS �vl1'Y) pttt ti�.r i�9EEx((, 'A:(IGf 1)''Y'i;f;t17�`ifti�ll.�911J#S)1"t �SPa�G19S3 !t`•r Note — Number of rows and standard glrt spacing.may be affected by such items as overhangs, insulation, walnscoting, eave Ides, etc. 8'-4" 9'-4" 4'-6" 3 1'-101/4" 14' 9'-4" 10'4" 5'-6" 3 2'-11/4" 16' 10'•4" 1114" 4'-6" 3 2'-41/4`1 16' 11'-4" 12'-411'' 5'-6" 4 2'-0" 18' 12'.4" 13'-4" 4'=6" 4 2'-21/4" 18' 14'-4'.' 14'-4" 5'•-6" 4 21-41/x" 20' 16'-7r'. 15'-4" 4'-6" 5 2'-1" 2(Y 15'-4" 16'-4" x-51-611 5 2'-3" *22' 16'-4" 17'-4" 4'-6" 5 2'-5" *22' 17'-4" 18'-4" ..51.601 1 6 2'-13/4" *24' 18'-4" 19'-4" 4'-6" 6 2'-31/2"' *24' 19'-4" 20'.A" ' 5'-6" 6 215V " *26' 20'•4" 21'-4" 4'-6" 7 r•, :P /din; .. rii. .� a�`•r•'.:'.. r:"t •'q'f raT+.. D.S r• �f:. •. . j�A;jYCHj'�'{�,� l�t'�tY��((���''►r(dk �(�g�'��'n��.�'�l{�,r�;,1,?•'?.�,`�,:.Eir.,,! 'r';f'•�ii'tS,I �Y,rb4vliyrY�sT 3riG.fuV dlif3J`9ZSpaGin..g) 9.r ;'• Note- Number of rows and standard girt spacing may be, affected by such Items as'overhangs, Insulatlon,:walnscoting; ea'vs lites, .„ etc, 8'-4" 9'-7" 4'-31r , . 3 :_.•; '1'41" 14' 9'-4" 1.0'-7" 5'-3" 3 2'-2" 16' 10'-4" 11'-7" 4'-3" 3 :.'2' 5"' 16' 11'-4" 12'-7" 5'-3" 4 21-01/21' • 18' 12'-4" 13'-7" 4'-3" 4 :2'-3" 18'. 13'-4" 14,-7" 5'-3" 4 2'-51/4" 20' 14'-4'.' 15r-7" 4'-3" 5 2'-11/2" 20' 15'-4" 16'-7r'. 5'-3" 5. 21-31/211• *221 16,-4,r.. 17'-7" 41-311. . 5 2'-51/2"• .• *22'. 17'-4" 18'-7" 5'-3" 6 < 2'-21/4" *24' 18'-4" 191-711 ' 41-311" 6 2'-411 *24' 191,4" 20(-711 .5'-3" 6' 2'-53/4" *26' 20'-4". 21'-7" 4'-31r .. 7 . 2'-23/ait, *26' Page CE -4 February 2011 Job TrussTruss Type Qty Ply 4-12 SLC -II 4-12 SLC -II 24SLCII4 FINK 6 1 24' SLC -II 4/12 Wick Buildings, I.I.C. Mazomanie, WI, Jeremy Larson 7.410 s Mar 112013 MTek Industries, Inca Wed Nov 1910:49:32 2014 Page.1 ID:V xXEVXA4LVu x54 15-VswVEWmUlzCa4ZL4VZC9vCSK2KKsOZE Z Fie 6-1-11 12-0-0 , 17-10-5 , 24-0-0 , 6-1-11 5-10-5 5-10-5 6-1-11 ' sob =1:28.6 i 84 _ • 3x8 \\ 3x8 T1 T1 .. 1 1 1 1 I4 IQ. 1 BI B2 l 9 5x7 = 4x12 M18SHS= 5x7 = 8x10 M18SHS= 8x10 M18SHS= 8-1-2 15-10-14 24-0-0 8-1-2 7-9-11 8-1-2 Overall Truss Height: 5-0-0 5:0-1-9 0.3 - Plate Offsets 1:0-1-9 0-3-51, [5:0-1-9,0-3-51 CONNECTORS CONNECTORS 241M18SHS-8x10 24/MT20-3x6 24/Mr20.5x7 12/MT20-BxB 12/M18SHS-4x12 Heel to Peak: 13-0-0 Qty. 6 Span: 24-0-0 Slope: 4.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.041.0-0.0-4.0 Spacing: 8-0-0 o.c. Camber 118 in Weight: 161 Ib Board Feet: 464.00bft Last saved: August 16, 2014