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truss specs PAGE 1 DE,LIVEIY RECEIPT .._.zzs„ --\ 4 ,...-, -e' C.„ .....2, 8 ,.‘ ,...„. . c. ` UFP New York, LLC . f . 11 Falls Industrial Park Rd,Hudson,NY.12534 ' Ph#:518-828-2888 Fax#:518-828-2368/ DELIVERY DATE CUSTOMER PO# • DRIVER LOAD NO. DROP NO. 01/17/19 t 1901-W77816 ' .t r,, ' .f-�1 JOB # 18102877J Curtis Lbr-Warrensburg- JOB NAME:155 Assembly Point Rd LOT# s , i 185 River St. k, DELIVERY INSTRUCTIONS: T Warrensburg, NY1,12885-1525 Kevin Hanna-518-361-3364(Quality Builders) • (518) 623-3281 Jon Belrose-518-424-0357 a Kukuk P 155 Assembly Point Rd SPECIAL INSTRUCTIONS: T. \ o Lake George, NY 12845 ITEMS QTY; ' ITEM TYPE SIZE LENGTH NOTES FT-IN-16 N 7; I USP Hangers NE JL26 ,- I ` 2\ HJC26 1 Literature BCSI-B1 Summary Sheet ,.-'- Commentary and Recommendations for Handling, •Installing&Bracing Metal Plate Connected Wood f Trusses -= Order Number:B1 WARN11 x17 031125 1 1 Literature BCSI-B2 Summary Sneer Truss Installation&Temporary Restraint/Bracing ,' i Order Number:B2Temp 070524 . "Literature BCSI-B3 Summary Sheet Permanent Restraint/Bracing of Chords& Web Members Order Number:B3W EB11 X17 070209 - �\ 1 Literature BCSI-B9-Summary Sheet Multi-Ply Girders Order Number:B8Girder 20040501 1 I Literature I Truss Drawing Packet Stamped I Stamped Truss Drawings 1- 1 I Literature I Truss Placement Plan I I Truss Placement Plan ROOF TRUSSES PROFILE QTY 1 PITCH 0/A TYPE LUMBER OVERHANG CANTILEVER PLY TOP I BOT SPAN ID - TOP I BOT LEFT I RIGHT • LEFT RIGHT "81•►IG" 2 Ply 1 8.0 I 0.00 28-00-00 TO2GR 2 X 4 2 X 6 00-08-09 00-08-09 2 5.66 0.00 09-00-13 DIAGONAL HIPCJO1 2 X 4 2 X 4 01-00-00 GABLE .el1I1 IIln. 2 8:00 0.00 28-00-00 T 2GE 2 X 4 2 X 4 00-08-09 00-08-09 . 5 8.00 0.00 23-00-00 COMM TO1 2 X 4 2 X 4 00-08-09 00-08-09 GABLE 1 8.00 , 0.00 23-00-00 TO1GE 2 X 4 2 X 4 00-08-09 00-08-09 -- JACK-OPEN 4 8.001 0.00 02-04 15 J02 2 X 4 2 X 4 00-08-09 * 1 8 1 0 2 8 7 7 J * DELIVERY RECEIPT PAGE 2 :UFP New York, LLC. 11 Falls.Industrial Park Rd,Hudson,NY.12534 Ph#:518-828-2888 Fax#:518-828-2368i DELIVERY-WE CUSTOMER PO# DRIVER LOAD NO. DROP NO. 01/17/19 1901-W77816 JOB # 18102877J Curtis Lbr-Warrensburg - JOB NAME:155 Assembly Point Rd LOT# y° 185 River St. DELIVERY INSTRUCTIONS: o Kevin Hanna-518-361-3364 Qualit Builders) • Warrensburg, NY 12885-1525 518-361-3364(Quality o (518)623-3281 Jon Belrose-518-424-0357 H Kukuk P 155 Assembly Point Rd SPECIAL INSTRUCTIONS: • • o Lake George, NY 12845 ROOF TRUSSES PROFILE QTY PITCH 0/A TYPE LUMBER OVERHANG CANTILEVER PLY TOP BOT . SPAN ID TOP I BOT LEFT I RIGHT LEFT I RIGHT S5 8.001 4.00 28-00-00 SCIso1 2 X 4 2X 4 00-08-09 00-08-09-OPENS I 1 4 8.00 0.00 04-04-15 lAC J01 2 X 4 2 X 4 00-08-09 15 8.00 0.00 28-00-00 COT 2oN 2 X 4 2 X 4 00-08-09 00-08-09 9 t 8.00 0.00 06-06-00 JACK-CLOSEDJCI2 X 4 2 X 4 00-08-09 NOTICE ALL CLAIMS REGARDING THIS DELIVERY MUST BE MADE WITHIN 48 HOURS-AND VERIFIED BY UNIVERSAL FOREST PRODUCTS. NO EXCEPTIONS THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED) RECEIVED BY: THANK YOU FOR.YOUR BUSINESS. L The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the `. Terms and Conditions of Sale available at www.ufpi.com/terms.htm. _ _ ..J vJ , • Job - Truss Truss Type -�' Oty Ply 155 Assembly Point Rd ' 1 `18102877B TO2GR GABLE J - 1 ' -' 'I) 2 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 8 19:24:22 2018 Page 1 pp ,f' ID:kPL9gYzg0F71 N8U09tfclVyPD4e-gt71B37a3BwkHTPS1 CtOogUlu4yx60prQQel1MPQyL9p7 tl_8--1 4-10-5 f4-6-5-3 3 ] -0 4-6-13 4-6-13 ] 4231 1 6 13 [ 28-0-0 b- 4--10-5 28-99 4,6 II smle-1.50.7 B -- ma FIT i IlipN:ik e . 1 ,,,....,...,........,,..._ , • 3 9 ' FA , k'' , 't%. • ceo hibib59. m �G� 37 iv 38 90 41 15 42 43 49 - � IB 17 Ifi 19 13 F 19444 I I 3x10= - >0= �•\ 58= 4�= >5= 3x10= 14x4 11 1 r` 11 4-10-5 9-5-3 - 14-0-0 18-6-13 23-1-11 28-0-0 ( 4-10-5 4-6-13 4'-6-13 4-6-13 ( 4-6-13 ( 4-10-5 ] Plate Offsets(X,Y)-[13:0-3-8,0-1-81,114:0-3-0,0-4-0],[17:0-3-0,0-4-0].[18:0-3-8,0-1-8],.[21:0-1-8,0-1-01,[25:0-1-8,0-1.0] LOADING(psf) SPACING- 2-0-0 'CS]. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TG 46.2 Plate Grip DOL 1.15 - TC 0.46 Vert(LL) -0.15 17-18 >999 240 - MT20 197/144 (Ground nd Sr ow=60.0) Lumber DOL 1.15 , BC 0.49 Vert(CT) -0.20 17-18 >999 180 ✓ TCDL•' 10.0 Rep Stress Inv NO WB 0.60 Horz(CT) 0.04 12 n/a n/a- BCDL BC 0.0• Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 17-18 >999 360 Weight:388 lb FT=20% 10.0 .- LUMBER- f,` BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • WEBS 2x4SPF No.2'Except' ' WI:2x6 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 19=4789/0-5-8 (min.0-3-12),12=4690/0-5-8 (min.0-3-11) Max Horz 19=-219(LC 8): ' Max Upliftl9=-460(LC 10),12=-446(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6208/640,3-4=-5890/627,4-35=-57241639,5-35=-5633/642,5-6=-4541/549,6-7=-4541/549,7-36=-5507/625,8-36=-5597/622, 8-9=-5764/610,9-10=-6071/622,2-19=-4751/494,10.12=-4651/479 BOT CHORD 18-19—210/510,18-37=-568/5030,37-38=-568/5030,17-38=-568/5030,17-39=480/4788,39.40—480/4788,16-40=-480/4788,16-41=-400/4682, 15-41=-400/4682,15-42=-400/4682,14.42=-400/4682,14-43=-449/4917,43-44=-449/4917,13-44=-449/4917,I2-13=-56/440 - WEBS 6-16=-532/4382,7-16=-2061/327,7-14=-238/1754,9-14=-314/117,5-16=-2256/354,5.17—270/1988,3-17=-326/119,2-18=-432/4694, 10-13=-420/4583 NOTES- 1)2-ply truss to be connected together with IOd(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. . 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted'as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=l.60 plate grip DOL=1.60 4) Truss designed for wind loads in the•plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 5)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 , 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min root live load of 16.0 psf or 2.00 times flat roof load of 46.2 pat on overhangs non-concurrent with other live loads. 8)All plates are 2x4 MT20 unless otherwise indicated. ' 9)Gable studs spaced at 2-0-0 cc. »...,.. 10)This truss has been designed for a 10.0'psf bottom chord live load nonconcurrerit with any other live loads. :5"'“:'••1 . �•,•.,.. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the;po(iaitF.,:i.+•^r�»....:,;,r.:,l;r., • chord and any other members. ••• �.:1.i2:::iy .: 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)19=460,12=446. ;,•'.:;.'•-'+:- '..�4-'k. . 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard AtjISI/TPI.1 ., . r'.( r• 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1211 lb down and 224 lb up at 6-6-0,454 lbi down acid 7(1 e' :` •n.;...;.5% up at 8-6-12,454 Ib down and 70 lb u at 9-5-4,454 lb down and 70 Ib u at 11-5-4,454 lb down and 70 Ib u at 13-5-4,454 lb down and 70 u at 15-.. 9 ' `'' '' 454 lb down and 70 lb up at 17-5-4,and 454 lb down and 70 lb up at 19-5-4,and 1211 lb down and 224 lb up at 21-5-4 on bottom chord. The es)gti/sel I' .; ai-,i,.. ;i ;; such connection device(s)is the responsibility of others.:`•`+^ ::; .'i 'tf;: • .1 Job Truss Truss Type Oty Ply 155 Assembly Point Rd \ 18102877B T02 HOWE 15 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 8 1924:19 2018 Page 1 ID:kPL9gYzg0F?1 N8UQ9tfclVyPD4e-GJRAZ15imGY9Q0gtM4KJA1 sg8tpfveMPkgpio5yL9p' -Lag 7-1-12 14-0-0 ( 20-10-4 [ 28-0-0 28-819 6 8- 7-1-12 6-10-4 6 10-4 7-1-12 0-8-9 Scala=150. 568= 5 &C0 12 �i . 3,..: B No 4,4 0B 4� son 51B� 0 0 i1 ir 6e II see . 2 8 - iiIIP \ al t1 =1.11111,j1E11 ."' l'''' DFrilM is is 10 17 12 Is 11 1B 20 O7 • 14 • 414= h8= 414= 10 01121.4r18146= 3112 MTieNS= 1 9-5-3 18-6-13 28-0-0 9-5-3 9-1-11 9-5-3 Plate Offsets(X,Y)—[2:0-4-3,Edge(,[8:0-4-3,0-0-0] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in -(loc) Vdef I Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.26 11-13'>999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.35 10-11 >941 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES • WB 0.65 Horz(CT) 0.07 10 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 11-13 >999' 360 Weight:132 lb FT=20% BCDL 10.0 ( ) 9 LUMBER- BRACING • - TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt' 3-14,7-10 • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1940/0-5-8 (min.0-3-1),10=1940/0-5-8(min.0-3-1) Max Horz 14=-220(LC 10) Max Uplift14=-30(LC 12),10=-30(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-702/160,3-4—2104/177,4-5=-1867/219,5-6=-1867/219,6.7=-2104/177,7-8=-702/160,2-14=-750/156,8-10=-750/156 BOT CHORD 14-15=-67/1793,15-16=-67/1793,13-16=-67/1793,13-17=0/1255,12-17=0/1255,12-18=0/1255,11-18=0/1255,11-19=0/1765,19-20=0/1765, 10-20=0/1765 WEBS 5-11=-91/860,7-11=-651/217,5-13=-91/860,3-13—651/217,3-14=-1743/0,7-10=-1743/0 NOTES , 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91 mph;TCDL=6.0psf;BCDL=6.0psf;h=2411;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; - Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 2=16%,joint 8=16% ., • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,10. ) 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. • • f1' `.. .{o .` Job Truss Truss Type Qty Ply' 155 Assembly Point Rd - 18102877B SO1 SCISSORS 5 I. Job Reference(optional) A Universal Forest Products Company,'UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 8 19:24:16 2018 Page 1 9 ID:kPL9gYzg0F?1 N5UQ9tfcIVyPD4e-skmt x02pTLAbZYylgxmcYPF8ltgAiH1 y2ia2BmyL9pD 8 8 9 7-4 2 6-7 015 20-7-15 6-7-15 7-4-2 26-8-69 . stele=150.8 Eta= 5 500 rri F., 07IA413...a3aJ. il . 00 goi II.� II al✓ 0f% 5412 4 13 _ II. 54124 5x5 y 5;5 9 `� 0 It ii•/ 4.00 12 051 .S 54 14 10 84 r. 304 7-4-2 14-0-0 20-7-15 28-0-0 7-4-2 6-7-15 6-7-15 7-4-2 Plate Offsets(X,Y)- 12:0-5-8,0-1-8],18:0-5-8,0-1-81,112:0-4-0,0-3.111 ' LOADING(psf) TCLL 46.2 SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid • PLATES GRIP .Plate Grip DOL 1.15 TO 0.98 Vert(LL) -0.24'12-13 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BG 0.83 Vert(CT) -0.38 11-121'>867 180 TCLL 10.0 I RepStresslnor YES WB 0.69 Horz(CT) 0.32 10 n/a n/a • BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.0612-13 >999, 360 • Weight:122 lb FT=20% , LUMBER• BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2'Except' MiTek recommends that Stabilizers and required cross bracing be installed during W 1:2x6 SPF No.2 truss erection,in accordance with Stabilizer Installation guide. ' REACTIONS. (lb/size) 14=1938/0-5-8 (min.0-3-1),10=1938/0-5-8 (min.0-3-1) • r Max Horz 14=222(LC 11) • Max Uplift14=-31(LC 12),10=-31(LC 13) 1 ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . TOP CHORD 2-3=-3725/93,3-4=-2923/21,4-5=-2697/61,5-6=-2697/62,6-7-2923/22,7-8=-3725/93,2-14=-2020/146,8-10=-2020/146 BOT CHORD 13-14=-223/626,12-13=-94/3084,11-12=0/3084,10.11=-87/515 r WEBS 5-12=0/2310,7-12=-853/204,3-12=-853/191,2-13=0/2484,8-11=0/2484 . NOTES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed.for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)14,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 14 and 31 lb uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. .) . _i ^" ;<' ': • . :f. f f •C • Job Truss Truss Type _ City Ply 155 Assembly Point Rd 18102877E \ T01 COMMON 5 `1 . 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 - Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 8 19:24:17 2018 Page 1 p _ ID:kPL9gYzg0F?1N8UQ9ttcIVyPD4e-KwJP8L3REeISAiXU0 EtHr5cnL138?Rjs6GMKbjDyL9pC 0 8I 5-10-12 } 5-7-4 5-7-4 + 5 10-12 038-9 Sdoe1A2.9 44. 14 _ 8 ` 4 6W 12 1] 4x4G 5yg�� 4.8 II 4x6 11 B ..." AN i� w� y n CO 11 ►M 3 2 4,3= 9x9= ...1= 9 B J^. • . 2/.4\\ 2x4 11 11-6-0 /l 19-9-4 23-0-0 I 11-6-0 I - 8-3-4 j .3-2-12 { Plate Offsets(X,Y)- [2:0-3-0,Edgel,(6:0-3-0,Edgel _ LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in, (too) Udefl Lid PLATES GRIP TOLL 46.2 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.40 11-12..>596 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.80 11-12 .5297 180 TCDL 10.0 • Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 8 n/a� n/a • BCLL 0.0' Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.01 11 >999 360 Weight:102 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD_ Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. • BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 3.12 • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1261/0-5-8 (min.0-2-0),12=1443/0-5-8 (min.0-2-4),8=515/0-3-8 (min.0-1-8) Max Horz 12-188(LC 10) • Max Upliftl2-37(LC 12),8=-124(LC 13) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-550/89,3-13=-1169/116,4-13=-973/151,4-14-973/152,5-14=-1167/118,5-6=-358/166,2-12=-619/110,6-8=-513/154 BOT CHORD 11-12=-81/1164,10-11=-22/801,9-10=--22/801 WEBS 3-11=-564/172,4-11=-66/508,5-9=-1305/0,3-12=-1154/67 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=241t;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone \t and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=60.0 psi(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 • 3)Unbalanced snow toads have been considered for this design. • 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord i and any other rnembers. , 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 12 and 124lb uplift at joint 8. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-Pi 1. ) . - 1 .» r :Fi -1 1 - Job Truss - Truss Type -Oty Ply 155 Assembly Point Rd • , 18102877E TO1GE GABLE 1 `1 t Job Reference(optional) A Universal Forest Products Company,UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 819:24:18 2018 Page 1 ID:kPL9gYzg0F?1 N8UQ9tfcIVyPD4e-o6tnMh44?yQ Ios5goMo4dq KhlTgUAGBFV038GtyL9p= p 8 11-6-0 I 23-0-0 11-6-0 23-8- 6 11-6-0 b 8 "Sc/ee1:42. • 4W= 8 - 9 - 7 1 0 B a 31 flW 12 3 11111 5 ` 4 12- C3 la 111111111 fi 1 2�� wIIIw w w • ,I�14 IS '• 1- Y Y 11 Y Y Y Y Y Il 11 Y Y 1 ei*:.•:•i•:•.:i.V..:�.•:!:-.��;V:.!;iM.Wint:VA:•:.!i•:•.:•.:•:.•;,•:::•:it;..2W:X.!�..�..-. ..V.:.),fr:V;MA�.:•;V.;..•:V.:i��i��i��1��i��i��i��•. `. 29 28 27 26 28 24 28 22 21 20 18 IB 17 18 • 30= • 23-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. l in (loc) Vdef I Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 14 n/r 180 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.07 Vert(GT) -0.00''-14, n/r 80 i TCDL 10.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.00 16..-•-n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R '.) Weight:121lb FT=20% r, LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 ‘ TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals- BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. , WEBS 2x4 SPF No.2• ' WEBS 1 Row at midpt 8-23 OTHERS 2x4 SPF No.2 t MiTek recommends that Stabilizers and required cross bracing be installed during , truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-0-0. ) (lb)- Max Horz29=188(LC 11) - I Max Uplift All uplift 100 lb or less at joint(s)16,24,25,26,27,22,21,19,18 except 29=-108(LG 8),28=-109(LC 12),17=-100(LG 13) • Max Gray All reactions 250 lb or less at joints)16,17 except 29=254(LC 23),23=276(LC25),24=390(LC 19),25=332(LC 19),26=263(LC 1),27=277(LC 19),28=260(LC 22),22=390(LC 20),21=332(LC 20),19=263(LC 1),18=277(LC 20) , FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 7-24=-350/59,6-25=-292/66,9-22=-350/58,10-21=-292/67 -- NOTES- - • 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.0psf;BCDL=6.0ps1;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; - 1 Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable.or consult qualified building designer as per ANSI/TPI 1. } 3)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 , -• - 4)-Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 1 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). , 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /! 11)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,24,25,26,27,22,21,19,18 except(jt=lb) ! • 29=108,28=109,17=100. 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PIA. \ J 'r ( 7:r,.r.... l , y Job Truss 'Truss Type Oty Ply 155 Assembly Point Rd 18102877E J03 JACK-CLOSED 9 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 8 19:24:16 2018 Page 1 ID:kPL9gYzg0F71 NBUQ9ttc(VyPD4e-skm 1 x02pTLAbZYylgxmcYPF9kfx6iRky2ia2BmyL9p 0-8-9 6-6-0 0-8-9 6-6-06-6-0 I sra'e a 126.: m®11 A • aoo 12 4a6 II ►, 4 5 . 37.4 11 1,4= 6-6-0 '' 6-6-0 , Plate Offsets(X,Y)- [2:0-3-0,Edgel,[3:0-3-14,Edgel LOADING(psf) • SPACING- 2-0-0 CSI. DEFL. in_(loc) Vdefl Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TO 0.95 Vert(LL) -0.06 4-5.>999 240 MT20 , 197/144 (Ground Snow=60.0) Lumber DOL 1.15 . BC 0.32 Vert(CT) -0.12 4-5 >603 180 BCLL 10.0 0.0'' Rep Stress Incr YES WB 0.00 Horz(CT) 70.00 4 •n/a n/a , BCDL 10.0 Code IRC2015/TP12014 Matrix-MR Wind(LL) 0.04 4-5 >999' 360 Weight:241b FT=20% LUMBER- BRACING- • TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=525/0-5-8(min.0-1-8),4=403/Mechanical Max Horz 5=159(LC 9) Max Uplift5=-2(LC 12),4=-50(LC 12) Max Gravy=547(LC 19),4=474(LC 19) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-517/104,2=6=275/40,3-4=-380/73 • NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3:second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a•10.0 psf bottom chord live load nonconcurrent with any other live loads. ✓ 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 5 and 50 lb uplift at joint4. J 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. . 1 . • • • J • • • • Job Truss Truss Type Oty Ply 155 Assembly Point Rd 181028778 J02 JACK-OPEN 4 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 - Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9.2018 MiTek Industries,Inc.Thu Nov 819:24:15 2018 Page 1 ID:kPL9gYzg0F?1 N8UQ9tfclVyPD4e-NXCfjg2Bi 12kxQN57EFNOBiA2Gfiz_Upp2rUfKyL9pE -0-8-9 2-4-15 0-8-9 j 2-4-15 • Sme=1.15.2 fl00 12 2x4II • • • 1111111, z 1. 2.4 II 2-4-15 • 2-4-15 LOADING(psf) SPACING- 2-0-0 CSI. . . DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 46.2 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 / BC 0.08 Vert(CT) -0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a rila BCLL 0.0• Code IRC2015/TPI2014 / Matrix-MR Wind(LL) 0.00 4-5 >999 360 Weight:8 lb FT=20% BCDL 10.0 LUMBER. • BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 on puffins, except eryJ verticals. • BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=274/0-5-8(min.0-1-8),3=100/Mechanical,4=23/Mechanical Max Horz 5=50(LC 12) Max Uplift3=-40(LC 12),4=-2(LC 12) Max Grav5=278(LC 18),3=109(LC 19),4=41(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-256/33 NOTES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9tmph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 pot on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord • and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at-joint 3 and 2 lb uplift at joint 4. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. • t" • '/ Job Truss . Truss Type \ y •Ply 155 Assembly Point Fla,_ - , . 18102877E CJ01 Diagonal Hip Girder_. 1 - 2 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 / Run:8.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industrie i: Al Nov 8 1924:14 2018 Page 1 ID:kPL9gYzg0F71N8UQ98clVyPD4e-vLeHWKlZykwtJEovZWku1_9sQsFaETXga05x7uyL9pF i -1-0-0 ( 1 4-6-6 J? 9-0-13 1-0-0 . • 4-6-6 " 4-6-6 3 f 3140 Sella..1.26.1 _ 0 55612 3N ' 3 I. W5 • • 3x6 i 2 kl 10 6 II 5 1611111111111\*. �_• 2 rr I 36= 244 II 4-6-6 r- -` - 9-0-13 4-6-6 , ) 4-6-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.75„ Vert(LL) -0.02 5-6 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC .0.33 ' Vert(GT) -0.03 5-6 >999 180 TCDL 10.0 Rep Stress'Incr NO _._WB T.0.37 Horz(CT) 0.00 5 n/a n/a BCLL 0.0• Code IRC2015/TP12014 ' Matrix-MS Wind(LL) 0.01 6-7 >999 360 Weight:431b FT=20% BCDL 10.0 LUMBER• BRACING- TOP CHORD 2x4 SPF No.2 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 . BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=792/0-7-6(min.0-1-8),5=740/Mechanical Max Horz 7=166(LC 9) Max Uplift7=-72(LC 10),5=-125(LC 7) Max Grav7=801(LC 17),5=785(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-763/86,2-8=-782/97,3-8=-593/89,4-5=-295/67 BOT CHORD 6-11=-154/626,5-11=-154/626 WEBS 2-6=-82J574,3-5—739/154 NOTES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone; - cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psi(ground snow);Pf=46.2 pal(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 7 and 125 lb uplift at joint 5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 45 lb up at 3-6-0,67 lb down and 45 lb up at 3-6-0,and 176 lb down and 85 lb up at 6-3-15,and 176 lb down and 85 lb up at 6-3-15 on top chord,and 13 lb down and 15 lb up at 3-6-0,13 lb down and 15 Ili up at 3-6-0,and 34 lb down at 6-3-15,and 34 lb down at 6-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. t. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i .J}V¢<: • . j Job Truss Truss Type • Oty Ply 155 Assembly Point Rd 18102877B J01 JACK-OPEN - 4 1 Job Reference(optional) A Universal Forest Products Company,UFP 20/20 Run:86.220 s Jul 9 2018 Print:8.220 s Jul 9 2018 MiTek Industries,Inc.Thu Nov 81924:14 2018 Pagel ID:kPL9gYzg0F?1N8U09tfcIVyPD4e-vLeHWKIZykwtJEovZWk8T 9wIcsHZEYEga05x7uyL9pF 0-8-9 4-4-15 0-8-9 4-4-15 Sde.12D.9 0 d00 12 9 • 610-8 0.4 II 2 BI• 4 11111.1511. 9x4 II 4-4-15 4-4-15 , TCLLLOADING(psf) 46.2 SPACING- 2-0-0 CSI. • DEFL. in (loc) Udell Ud PLATES GRIP (Ground Snow=60.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.02 4-5 >999 240 MT20 197/144 TGDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MR Wind(LL) 0.02 4-5 >999 360 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 on purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=396/0-5-8(min.0-1-8),3=209/Mechanical,4=58/Mechanical Max Horz 5=90(LC 12) Max Uplitt3=-67(LG 12) Max Grav5=408(LC 19),3=243(LG 19),4=80(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-384/46 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psi(flat roof snow);Category II;Exp B;Partially Exp.;Gt=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 3. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. C • • • •