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Home My WebLink AboutTRUSS SPECS - 17-00662 - 902 Oak Hill Way - New SFRi4un-Itemlzela uuu I e rsumale SRT )NAKE RIVER TRUSS Guardian Homes L 6332 East Tower Castle Loop T Idaho Falls, ID 83406 0 (208) 521-2309 S T,Rexburg,ID BUILDING DEPARTMENI N/A 141114 SUPERINTENDENT JOBSITE PHONE # JOB NAME:Fuller MODEL: TAG: DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: DATE10/13/17 PAGE 1 OVERHANG INFOI ORDER # I REO. LAYOUTS REO. ENGINEERING QUOTE # B1733-17 RETURN CUSTOMER ACCT # 100000190 NONE CUSTOMER PO # GABLESTUDS 1 0IN. OCI Curtis Ward INVOICE # OVERHANG CANTILEVER TERMS Curtis Ward SALES REP Pettingill (208) 52-12309 SALES AREA Rexburg RIGHT LOT# SUBDIV: JOB CATEGORY: Residential RIGHT OVERHANG INFOI HEEL HEIGHT I 2X4 I REO. LAYOUTS REO. ENGINEERING QUOTE ENDCUTI SGUARE RETURN I I NONE NONE LAYOUT GABLESTUDS 1 0IN. OCI CUTTING LOADING ROOF TRUSSES INFORMATION TCLLTC LLBCLL 8O L STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) 35.0,8.0,0.0,8.0 1.15 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP I GOT LEFT I RIGHT LEFT RIGHT LEFT RIGHT TOP BOT ID SPAN SPAN 1 1 COMMON _ 2 Ply 7.00 0.00 Al 08.08-00 08-08-00 2x4 1-1/2 01-06_-00 COMMON _ 1 7.00 0._00 A1G 08-08-0.0 08-08-00 2x4 2z4 01- 6-0001-06-00 COMMON ......... 3 7.00 0.00 A2 COMMON 08-00-00 08-00-00 2x4_ 01-06-00 _2x4 .... 2 7.00 0.00 B1 11-00-00 -- 11-00-00 2x4 20 01-06-00 01-06-00 COMMON ! 17 00 0.00 BIG 11-00-00 11-00-00 2x4 2x4 01-06-00 01-06.00 1 COMMON 2 Ply 7.00_ 0.00 C1 1 21-05-08 21-05-08 2 X 4 2 X 6 12-06-08 COMMON G4dLN2n 1 7.00 0.00 CIG _22-06-00 22.06.00 2X4 2x4 01-00-08 00-05-08 DIAGONAL HIP 2 4.95 0.00 CR1 11-02-04 11.02-04 2z4 2x4 02-01-07 HIP 1 4.95 0.00,DIAG CR2L 11-02-04 11-02-04 2X4 2X4 02-01.07 .DIAGONAL HIP 11 2 4.85 0.00 CR3 05-0606 05-06-06 2z4 2x4 02-01-07 1 7.001 I COMMON 0.00 D1G 12.00-00 12-00-00 2z4 2x4 01-06-00 01-06-00 CO -- 8 7.00 0.00 EMON 2406-00 24-06-001 2X4 2x4 01-06-00 01-06-00 �rfhw COMMON 1 7.00 0.00 E1G 24-06-00 24-06-00 2z4 2x4 01-06-00 01-06-00 COMMON 2 ' 7.00 0.00 E2 24-05-08 24-05-08 2z4 2z4 01-06-00 -----.Cid COMMON �L�YaGA 7 7.00 0.00 E3 24-05.08 24-05_-08 2z4 2 X 8 1 HIP GIRDER " 2 Ply 7.00 0.00 F1 31-00-00 31-00-00 2X4 2 X 6 01-06-00 01-06-00 HIP 1 7.00 0.00 F2 31-00-00 31-00-00 2x4 2x4 01-06-00 01-06-00 HIP 1 7.00 0.00, F3 31-00-00 31-00-00 2z4 2x4 01-06-00 01-06-00 HIP 1 7.00 0.00' F4 31-00-00 31-00-002z4 2x4 01-06-00 _�-_COMMON 1 7.00 0.00 FS 31-00-00 31 -00 -DO 2z4 2z4 01-06-00 Non -Itemized QUOTE Estimate SRT SNAKE RIVER TRUSS Guardian Homes D L 6332 East Tower Castle Loop D T Idaho Falls, to 83406 D (208) 521-2309 S o,. Rexburg, ID BUILDING DEPARTMENT N/A DATE10/13/17 PAGE 2 I REQ. QUOTE DATE I// I ORDER* I I JOBSITE PHONE # JOB NAME: Fuller MODEL: TAG: DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: WardSALES REP 52-12309 SALES AREA LOT# SUBDIV: JOB CATEGORY: Residential OVERHANGINF HEELHEIGHT 1 2x4 REO. LAYOUTS REO. ENGINEERING I OUOTE I PITCH ENDCUT11 RETURN I NONE NONE LAYOUT I I SOUAREJ GABLESTUDB 1 0IN. OCI I CUTTING 1 1// ROOF TRUSSES LOADING INFORMATION TCLL-TCDLBCLLBCD' STRESS INCR. 35.0,8.0,0.0,8.0 I 1.15 ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PROFILE CITY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ID SPAN SPAN COMMON 1 7.00 0.00 F6 31-00-00 31-00-00 2x4 2X4 31-00-00 HIP GIRDER 1 7.00 0.00 G1 14-00-00 14-00-00 2x4 2 X 6 HIP 1 7.00 0.00 G2 14.00-00 14-00-00 2x4 2x4 �1^® COMMON �1...... 2 7.00 0.00 G3 14-00-00 14.00-00 2x4 2z4 1 HIPGIRDER - '. 2N 7.00 4.811 H1 40-00-00 40-00-00 2x4 2 X 6 01-06-00 ROOF 1 7.00 3.00 H10 38-00-00 38-00-00 2x4 2X4 01-06-00 01-10-14 ROOF _. 1 7.00 3.00 H/1 38-00-00 38.00-00 2x4 2x4 01-06-00 ROOF 1 7.00 3.00 H12 38-00-00 38-00-00 2x4 2x4 101-06-00 ____.,.11ama..........` ROOF _ 1 7.00 3.001 H13 38-00-00 38-00-00 2x4 2x4 01-06-00 _.......:;Cf........-.- 2 7.00 3.00 ROOF H14 36-00-00 36-00-00 2z4 2z4 01-06-00 02-02-12 HIP i 7,00 3.00 H15 36-00-00 36-00-00 2x4 2z4 01-06-00 02-02-12 ROOF 1 7.00 3.00 H16 36-00-00 36-00-00 2x4 2x4 01-06-00 02-02-12 NAm ROOF 1 7.00 3.00 H17 36-00-00 36-00-00 2x4 2x4 01-06-00 04-05-08 llCTarn ROOF 1 7.001 3.00 H18 36-00-00 36-00-00 2x4 2x4 01-06-00 04-02-12 ROOF 1 7.00 3.00 H19 HIP 36-00-00 36-00-00 2x4 2X4 01-06-00 04-02-12 1 7.00_ _0.0_0 H2 40-00-00 40-00-00 2 X 4 2x4 01-06-00 01-06-00 ROOF 1 7.00 3.00 H2O 36-00-00 36-00-00 2x4 2x4 01-06-00 04-02-12 ROOF 1 7.00, 3.00 H21 36.00-00 36-00-00 2x4 2x4 01-06-00 04-02-12 ROOF 1 7.00 3.00 H22 36.00-00 36-00-00 2z4 I 2x4 01-06-00 04-02-12 cella, 1 _ ROOF 3.00 H23 36.00-00 1 36-00-00 2z4 2x4 j 01-06-00 04-0242 PAGE 3 Non -Itemized QUOTE Estimate REQ. QUOTE DATE REO. LAYOUTS I ORDER # I QUOTE ORDER DATE / / QUOTE # B1733-17 LLAYOIT SQUARE GABLE STUDS DELIVERY DATE / / CUSTOMER ACCT # 100000190 CANTILEVER STUB DATE OF INVOICE CUSTOMER PO # PLY1 TOP I BOT ID SRT SPAN ORDERED BY Curtis Ward INVOICE # LEFT RIGHT SNAKE RIVER TRUSS RIGHT LEFT I RIGHT TERMS HIP SUPERINTENDENT Curtis Ward SALES REP Pettin ill JOBSITE PHONE # (208) 52-12309 SALES AREA Rexburg Guardian Homes JOB NAME: Fuller 40.00-00 LOT# SUBDIV: 2x4 s i 6332 East Tower Castle Loop MODEL: TAG: JOB CATEGORY: Residential 0 T Idaho Falls, ID 63406 DELIVERY INSTRUCTIONS: ° (208) 521-2309 s e �\ 1 7.00 0.00 H4 40-00-00 40.00-00 SPECIAL INSTRUCTIONS: 2x4 01-06-00 01-06-00 00-00-12 o Rexburg, ID HIP BUILDING DEPARTMENI N/A OVERHANG INFOI HEEL HEIGHT 1 2x4 REO. LAYOUTS I REO. ENGINEERING I QUOTE ENDGUT NETUNNI NONE NONE LLAYOIT SQUARE GABLE STUDS 1 0IN. OC CUTTING ROOF TRUSSES LOADING TCLL'TCOL BOLL -BOO STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) 35.0,8.0,0.0,8.0 1.15 INFORMATION PROFILE OTY PITCH TYPE BASE 0/A LU BERI OVERHANG CANTILEVER STUB PLY1 TOP I BOT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT RIGHT LEFT I RIGHT HIP 1 7.00 0.00 H3 40-00-00 40.00-00 2 X 4 2x4 01-06-00 01-06-00 iN hl HIP �\ 1 7.00 0.00 H4 40-00-00 40.00-00 2x4 2x4 01-06-00 01-06-00 00-00-12 HIP 1 7.00 0.00 H5 --._ 40-00-00 40-00-00 2x4 2x4 01-06-00 01-06-00 02-00-12 HIP 1 1 7.00 0.00 H6 40-00-00 40-00-00 2x4 2x4 01-06-00 01-06-00 10-00-00 /T ROOF 17.00 0.00 H7 40-00-00 40.00-00 2x4 2x4 01-06-00 10-00-00 ROOF 5 7.00 0.00 HB 38-00-00 38-00-00 2z4 2z4 01-06-00 1 -10.00-00 ROOF 1 7.00j 0.00 H9 38-00.00 38-00-00 2x4 2X4 01-06-00 [03-10-14 -_-- JACK -OPEN --- 10 7.00 0.00 _ J1 01-11-11 01-11-11 2x4 2x4 01-08-00 _-_-- JACK -OPEN 4 7.00 0.00 J2 03-11-11 03-11-11 2x4 2x4. 01-06-00 JACK -OPEN Vol) J3 0541-11 05-11-11 2x4 2z4 01-06-00 JACK -OPEN �� 1 4.95 2.12 J4 02-09-03 02-09-03 2x4 2x4 02-01-07 JACK -OPEN _ 2 7.00 0.00 JA2 03-11-11 03-11-11 2x4 2x4 01-06-00 JACK -OPEN _ _- 2 7.00 0.00 JA3 05-11-11 05-11-11 2x4 01-06-00 I LAYGABLE -2x4 _ 1 13.89 0.00 LA LAY01 05-09-14 05-09-14 2x4 2x4 LAYGABLE d11LLll1 1 13.89 0.00 LA LAV02 23-09-14 23-09-14 2x4 2z4 I ----- LAV -IN GABLE 1 13.89 13.89' LAY03 20-03-02 20-03-02 2x4 2x4 00-02-05 LAVLA GABLE .N 1 13.89 13.891 LA VO4 10-03-02 10-03-02 2z4 2x_4 -I LAY -IN GABLE 1 13.89 0.00' LAY05 14.09-14 14-09-14 2X4 2x4 ----eh---- LAY -IN GABLE tf..LA 1 13.89 0.00 LAV06 08-00-00 08-00-00 2x4 2x4 /1- JACK -CLOSED •�" 12 7.00 0.00 M1 08-00-00 OB -00-00 2x4 2x4 01-06-00 Non -Itemized QUOTE Estimate REO. ORD' I DELI\ SRT DATE SNAKE RIVER TRUSS ORDS JOBSITE PHONE # Guardian Homes JOB NAME: Fuller 6332 East Tower Castle Loop MODEL: TAG: Idaho Falls, ID 83406 DELIVERY INSTRUCTIONS: (208)521-2309 SPECIAL INSTRUCTIONS: Rexburg, ID / ORDER DATE 10/13/17 PAGE 4 PO # TERMS Ward SALES REP Pettingill 52-12309 SALES AREA Rexburg LOT# SUBDIV: JOB CATEGORY: Residential OVERHANGINF HEELHEIGHT 2x4 REO.LAYOUTS REO. ENGINEERING QUOTE // ENDGUT RETURN NONE NONE LAYOUT 1/1 80UARE GABLE STUDS OIN. OC CUTTING 1 1// N/A ROOF TRUSSES LOADING TOLL-TCDLBCLL8CDL STRESS IHce. _ ROOF TRUSS SPACING: 24.0 IN. O.C. (TYP.) INFORMATION 35.0,8.0,0.0,8.0 1.15 PROFILE OTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP ROT LEFT RICHT LEFT RIGHT LEFT RI( _--_--- 2 ®.. JACK -CLOSED -. 2 Ply 7.00' 0.00 M2 08-00-00 08-00-00 2X4 2 X 6 JACK -CLOSED - 3 7.00 0.00 M3 08-00-00 08-00-00 2x4 2z4 JACK -CLOSED - 4 7.00 0.00 M4 04-00-00 04-00-00 2x4 2x4 01-06-00 JACK -CLOSED 3 7.00 3.00 M6 02-00-00 02-00-00 2x4 2x4 101-06-00 ITEMS OTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT -IN -16 2 Hanger HGUS26-2 _ OF Snow 4875# OF Snow 7460# 1 _ Hanger HGUS28-2 _ _ OF Snow 3095# 13 Hanger I HUS26 ACCEPTED BY SELLER ACCEPTED BY BUYER PURCHASER: BY: TITLE: _ DELIVERY( INCLUDED BY: ADDRESS: SUB -TOTAL $12,422.6 TITLE: ISALES TAX 6.000%; $745.3( DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL I$13,168.0( Prices are only good for 30 days. All orders will be adjusted for current lumber costs at time of production if beyond 30 days of bid or order date. B6MG0 <LJOI 14. CMW 11. <GON YILMR 1. J1 � n J. im Yi X,3dJ2 MR M1G1G G Bt 9 0f0 gp — p 3 MG R INW BMW 1616W 11 MCU 11 LJN 1RA�W IRROJ. 1<CON ULOCO o —=117S uss ty y Fallerlo/13(ID)RP 81]33-17 Al — (Common Girder a1 2 Job Reference (optional) Snake River Truss & Components, Idaho Falls, ID 83401, Rabin Petlmgill 44 = Scale =1:20.6 j; LOADING (psi) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC201 PJTP12007 CSI. TC 0.17 BC 0.11 WB 0.11 Matrix -P DEFL. in Vert(LL) -0.01 Vert(TL) -0.01 Horz(TL) 0.00 Wind(LL) 0.00 (loc)/deft Ud 5>999 360 4-5 >999 240 4n/a n/a 5 >999 240 PLATES GRIP MT20 137/130 Weight: 14016 FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 1-1/2X11-7/8 LP -I -SL 1.75E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 4=5838/0-5-8 (min. 0-2-1), 2=806/0-5-8 (min. 0-1-8) Max Horz 2=49(LC 24) Max Uplift4=-428(LC 8), 2=-94(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-906/53,3-4=-873145 BOT CHORD 2-5=-9/709,5-6=-9/709.4-6=-9/709 WEBS 3-5=-10/482 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 3 rows staggered at 0-2-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 Ib uplift at joint 4 and 94 Ib uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5651 Ib down and 4331b up at 8-1-8 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86, 3-4=-86, 2-4=-16 Concentrated Loads (Ib) Vert: 6=-5651(B) o IT- Truss Type 81733-17 A1G Common Structural Gable Snake River Truss & Components, Idaho Falls, ID 83401, Robin PeWngill -Fullarl0/13(ID)RP 1, 1-6-0 4-4-0 8-8-0 10-2-0 ~- b6-0 4-4-0 4.4-0 1-6.0 Scale = 1:21.5 44 = LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.20 Vert( L) -0.01 2-6 >999 360 MT20 220/195 TOOL 8.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 2-6 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Wind(LL) -0.00 6 >999 240 Weight: 371b FT=O% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or2x4 OF No.1&Btr SOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr WEBS 2x4 OF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=574/0-5-8 (min. 0-1-8),4=574/0-5-8 (min. 0-1-8) Max Horz 2=54(LC 11) Max Upli@2=-70(LC 12), 4=-70(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-454/20,3-11=-342/35.3-12=-342/35,4-12=-454/20 BOT CHORD 2-6=0/290, 4-6=0/290 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24it; eave=4fi; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 4-4-0, Exterior(2) 4-4-0 to 7-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 4) Gable studs spaced at 2-0-0 Go. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2 and 70 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard o rues - — was ype 31733-17 A2 Common Snake Fiver Tmss & Componenls, Idaho Fells, ID 83401, Robin Peilingill Qty Ply Fuller10113(10)RP 4x4 Scale = 120.6 Plate Offsets (X Y)-- 15:Edge 0.0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.20 Verl(LL) -0.01 2-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.07 Horz(TL) 0.00 5 Na n/a BCDL 8.0 Code IRC2012/rP12007 Matrix -P Wind(LL) -0.00 6 >999 240 Weight: 32 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Bir BOT CHORD WEBS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 2-1-3 REACTIONS. (Ib/size) 5=378/Mechanical,2=569/0-5.8 (min. 0-1-8) Max Herz 2=50(LC 11) Max Uplift5=15(LC 12), 2=-76(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-7= 447/35, 3-7=-335/46, 3-8=-295/49, 4-8=-328/43, 4-9=.370/42, 5-9= 427/37 BOT CHORD 2-6=0/284,5-6=01284 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uuide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45tt; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 4-4-0, Exterior(2) 4-4-0 to 7.4-0 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 5 and 76 Ib uplift at Joint 2. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVFPI 1. LOAD CASE(S) Standard russ B1733-17 B1 Snake River Tmss & Components, Idaho Falls, ID 63401, -1-6-0 1 fl -0 30 = 7.00 12 4x4 = Scale: 1/2"=1' J 2x4 11 10 3x4 -: N IO LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL1.15 TC 0.29 Vert(LL) -0.02 4-6 >999 360 MT20 220/195 TOOL 8.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.05 4-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n1a n/a BCDL 8.0 Code IRC20127TPI2007 Matrix -R Wind(LL) -0.01 4-6 >999 240 Weight: 411b FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. 1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 2=694/0-3-8 (min. 0-1-8), 4=694/0-3-8 (min. 0-1-8) Max Horz 2=-64(LC 10) Max Uplift2=-75(LC 12), 4=-75(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7= 696/51, 7-8= 591/59, 3-8=-584/72, 3-9=-584/72, 9-10=-591/59, 4-10=-696/51 BOT CHORD 2-6=0/499,4-6=0/499 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45h; L=24ft; eave=4fi; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751b uplift at joint 2 and 75 Ib uplift at joint 4. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Coranon Structural Gable 4x4 = Scale = 1:23.1 T IO LOADING (psi) SPACING 2-0-0 CSI. DEFL. in (loo) /deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.29 Vert( CL) -0.02 4-6 >999 360 MT20 220/195 TCDL S.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.05 4-6 >999 240 BCLL 0.0 ' Rep Stress h or VES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) -0.01 4-6 >999 240 Weight: 48 lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.18Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=694/0-3-8 (min. 0-1-8), 4=694/0-3-8 (min. 0-1-8) Max Horz2=64(LC 10) Max Uplift2=-75(lC 12), 4= 75(LC 12) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ouide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-696/51, 15-16=-591/59, 3-16=-584/72, 3-17=-584/72, 17-18=-591/59, 4-18=-696/51 BOT CHORD 2-6=01499,4-6=0/499 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1, 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751b uplift at joint 2 and 751b uplift at joint 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard `Job ITruss _ - Truss yT --rO1y -Ply - B1733-17 C1 COMMONGIRDER '1 n LL Snake River Tiuxa 8 Components, Itleho Fella, ID 83401, Robm Petlingill Run:120 s Aua 1�G 10 9x10 M18SHS4 2x4 II 5x6 = 06 = 7z8 = 4x8 I I 5-3-0 8-8-4 8-1j-0 13-6-0 17-6-0 21-5-8 5-3-0 aa.n n35�� n�� - 1 Scale =1:43.0 Plate Offsets (X Y)-- 12:0-0-8,0-2-01, L3:0-7-4,0-2- 4:0-0-12.0-1-81 15:0 i'-0.1-8 f7:0-4-12 i -: 1 8:0-3-8,0-4-121 ra LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) 0.03 9-11 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.51 VerhTL) -0.64 6 >240 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(TL) -0.05 9 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) -0.01 9.11 >999 240 Weight: 269 lb FT=O% LUMBER - TOP CHORD 2x4 OF 2400F 2.OE *Except* T2: 2x4 DF 1800F 1.6E or 2x4 DF NO.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Sid'Except' W3,W5:2x4 DF 1800F 1.6E or 2x4 OF No.i&Btr SLIDER Left 2x6 DF 1800F 1.6E 5-11-15 REACTIONS. (Ib/size) 1=-7736/0-5-8 (min. 0-1-8)19=18856/0-5-8 (req.0-10-1) Max Horz 1-51 (LC 7) Max Upliftl= 7682(LC 18), 9=-1064(LC 8) Max Grav 1=464(LC 9), 9=18856(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 1 Row at midpt 3-9 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-810/13878. 2-3=-789113921,3-4=-589/10470, 4-5=-342/5964, 5-6=-100/1664 BOT CHORD 1-11=-113801673,10-14--113801673, 9-10=-11380/673,9-12=-5107/321, 12-13=-5107/321, 8-13=-5107/321, 8-14=-1386/91, 7-14=-1386/91, 7-15=-1386/91, 6-15=-1386/91 WEBS 2-11=-352/56, 2-9=-1096/93, 3-9=-12690/716, 4-9=-5419/323, 4-8=-330/5790, 5-8=.4279/267, 5-7=236/4092 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - i row at 0-9-0 oc, Except member 5-7 2x4 - 1 row at 0-3-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7882 Ib uplift at joint 1 and 1064 Ib uplift at joint 9. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 0 NSS —::[COMM Ss ype 'Qty Fly FUIler10/130DIRP 81]33-17 — C1 CDM8:0 GIRDEfl 1 2Joh Reference (optional)_ Snake River Truss 8 Components, Idaho Fells, ID 83401, ROGn PelBnBlll Run: 8.120 s Aug 15 2017 Print: 8.120 s Aup 15 2017 Walk Industries, In. Fri Cot 1310:30:44201 NOTES- - 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1201 Ib down and 581b up at 9-6-4, 1307 lb down and 761b up at 11-6-4, 1785 lb down and 105 lb up at 13.6-4, 19101b down and 114 lb up at 15-6-4, and 1911 Ib down and 114 lb up at 17-6-4, and 1911 It, down and 114 Ib up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-43, 3-6=43, 1-6=-8 Concentrated Loads (lb) Vert: 8=-1785(8) 7=-1911(B)12=-1 201 13=-1307(8)14= 1910(8)15=-1911(8) 7 --Truss Truss T --- _ -- - - - - ---- YPe Gly Ply Fullerl0/13(IDIRP 81733-1] _CIG Common Strudural Gable i 1 _ Job Reference (opfionaq Snake River Tms6 8 Components, ItlaM1a Falls, ID 33401, Robin Petlingill Run: 8.12(1 s Aua 15 W17 Print: SAM s Aua 15 2017 A4Tek IM -Ir- me Fn i1.a 1 e meo-ds om> o 510-5 510-5 5x6 = 44 = ax4 - J%4 - 1231 11 3210 9 8 ] A N j� O Scale =1:44.8 LUMBER• BRACING - 10.6134 &23 I TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr TOP CHORD 9610 151-6 Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing q g 22-0.B 226U be installed during truss erection, in accordance with Stabilizer 10.6 fi41-1 Installation ouide. 1511 596 (lb) - Max Horz 15=103(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 5, 15, 11, 7, 6,12 except 9=-113(LC 12) 6412 5 Max Grav All reactions 250 Ib or less atjoint(s) 5, 11, 10, 8, 7, 12 except 9=1010(LC 1), 15=749(LC 0 2-I2 6=257(LC 1) Plate Offsets(XY)-- [1:0.1-1 Edoel f3:0-2-00-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Ven(LL) -0.0513-15 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.1013-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.01 5 n/a We BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.0113-15 >999 240 Weigh[: 1411b FT=O% LUMBER• BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 11 80O 1.6E or 2x4 DF No. 1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing q g be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. All bearings 12-6-8 except (jt=length) 15=0-5-8, 12=0-3-8. (lb) - Max Horz 15=103(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 5, 15, 11, 7, 6,12 except 9=-113(LC 12) Max Grav All reactions 250 Ib or less atjoint(s) 5, 11, 10, 8, 7, 12 except 9=1010(LC 1), 15=749(LC 1), 6=257(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-27=-27310,2-28=-559175,3-28=-439/92,5-30=-260134 BOT CHORD 14-15=.9/591,13-14=-9/591 WEBS 2-13=-388/112,3-13=-16/355, 3-9=-689/54, 4-9=-4511123,2-15=-573/103 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; 3=4511; L=24ft; e1ve=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-010 11-3-0, Exterior(2) 11-3-0 to 14-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0.0 oc. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joint(s) 5, 15, 11, 7, 6, 12 except Gt=lb) 9=113. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard iJob--(Truss Truss Type B17M 17 CRI Diagonal Hip Girder Snake River Truss & Components, klaho Falls, 10 83401, Robin Peningill -2.1.7 _ 5-9-0 2-1-7-1-7 59-0 Oly Ply Fu11(ir10/13ill Job Reference (optional) Run- 8.120 s Aug 15 2017 Print: 8.120 s Aug 15 2017 MiTek Industries, Inc. Fn Oct 1310:30:462017 Pagge 1 I D:c8fPeXcAVOcndJoOtMc4RFyU6AR-Tq Wmdz_gOTgbU RKipJRPoCVO0x2i1zxgHB7O W DyTr87 11-2-4 5-5.4 44 I Scale = 1:28.3 Plate Ofisets(y�--[4:Edge BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bit TOP CHORD BOT CHORD 2x4 DF i800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Sid'Except* BOTCHORD W3: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Bit LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) /dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.04 5-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.08 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Hoa(TL) 0.02 5 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) -0.02 2-6 >999 240 Weight: 5116 FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bit TOP CHORD BOT CHORD 2x4 DF i800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Sid'Except* BOTCHORD W3: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Bit REACTIONS. (Ib/size) 5=740/Mechanical, 2=854/0-4-9 (min. 0-1-8) Max Horz 2=136(LC 5) Max Uplift5=-86(LC 5),2=-1 12(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7= 1042/57, 3-7. 870/74, 4-5=-290/75 BOT CHORD 2-9=-115/875,6-9=-115/875,6-10=-115/875,5-10=-115/875 WEBS 3-6=0/305,3-5=-883/87 Structural wood sheathing directly applied or 6-0-0 oc purlins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psi; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except gt=1b) 2=112. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated loads) 4916 down and 14 lb up at 2-9-8, 49 Ib down and 14 Ib up at 2.9-8, 63 Ib down and 45 Ib up at 5-7-7, 63 Ib down and 45 Ib up at 5-7-7, and 104 Ib down and 81 Ib up at 8-5.6, and 104 Ib down and 81 Ib up at 8-5-6 on top chord, and 3 Ib down at 2-9-8, 3 Ib down at 2-9-8, 18 Ib down at 5-7-7, 18 Ib down at 5-7-7, and 5316 down at 8-5-6, and 5316 down at B-5-6 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-4=-86, 2-5=-16 Concentrated Loads (Ib) Vert: 3=-13(F= 7, B=-7) 6=-15(F=-7, B=-7) 8= -209(F= -I04, B=-104) 10=471 B=-23) B1733-17 ICR2 Girder -2-1-7 2-4-0 4041 2-1-7 2-4.0 1 8 12 2x4 II 4.041 7-5-12 _ 11-2-4 4041 3-5-0 3 -R -R Scale = 1:28.4 Plate Offsets(X,Y)--13:0-2-80-1-e1 14:0-1-120-1-8117:0-1-120-1-e1 19.0-2-120-0-81 TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Btr end verticals. WEBS LOADING (pat) SPACING- 2-0.0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.44 Vert(LL) -0.09 8-9 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.15 8-9 >855 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.06 7 n/a n/a BCDL 8.0 Code IRC2012fTP12007 Matrix -R Wind(LL) 0.03 8-9 >999 240 Weight: 581b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed installed during truss erection, in accordance with Stabilizer I REACTIONS. (Ib/size) 7=757/Mechanical, 2=896!0-7-6 (min. 0-1-8) Max Horz2=124(LC 5) Max Uplitt7=-50(LC 5), 2=-1 1 Ift-C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1047/11, 3-11= 1983/102, 4-11=1953/106, 4-12. 1072/55, 5-12=-1027/62 BOT CHORD 2-14=-79/849, 10-14= 79/849, 9-10=-23/324, 4-9=-29/398, 9-15=-174/2095, 8-15=-174/2095, 8-16=-841966, 7-16=-84/966 WEBS 3-10=-651/81,3-9=-148/1531,4-8=-1150/91,5-8=0/501,5-7=-1091/82 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IR02012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ff; L=24X; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except (jt=lb) 2=111. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 Ib down and 14 Ib up at 2-9.8, 49 Ib down and 14 Ib up at 2.9-8, 50 Ib down and 27 Ib up at 5-7-7, 50 Ib down and 27 Ib up at 5-7-7, and 81 Ib down and 58 Ib up at 8-5-6 and 81 He down and 58 Ib up at 8-5-6 on top chord, and 3 Ib down at 2-9-8, 3 l down at 2-9-8, 51 Ib down and 17 Ib up at 5-7-7, 51 Ib down and 17 It, up at 5-7-7, and 75 lb down at 8-5-6, and 75 It, down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-6=-86, 2-10=-16, 7-9=-16 Concentrated Loads (lb) Vert: 13=91(F=-46, B= -46)15= -102(F= -5I, B=-51) 16=--I51(F=-75, 8=-75) o 'Truss was ype 81133-17 CR3 Diagonal Hip Girder Snake River Truss B Components, Idaho Falls, ID 83401, Robin Pebingill Oty Ply Fullert01311DIRP 2 Job Reference 1 -2-1-7 5-6-6 2-i-7 - 5-6-6 Scale =1:17.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.04 2-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.08 2-4 >756 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Hoaji-) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Wind(LL) 0.00 2 "" 240 Weight: 19 lb FT=0% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 3=171/Mechanical, 2=528/0-7-6 (min. 0-1-8), 4=41/Mechanical Max Horz 2=81 (LC 8) Max Uplift3=-31(LC 8), 2=-85(LC 8) Max Gram 3=171(LC 1), 2=528(LC 1), 4=93(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- RACINGTOP TOPCHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fvliTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=2411; eave=4ft; Cat. 11; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 Ib down and 14 Ib up at 2-9-8, and 49 Ib down and 14 Ib up at 2-9-8 on top chord, and 3 Ib down at 2-9-8, and 3 Ib down at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86, 2-4=-16 russ --]Tm%Type B1733-17 DiG Common Structural Gable Snake River Truss & Components, Maho Falls, ID 83401, Rabin Pettingir 4x4 = Dty Ply Fu5erlali3(ID)RP Scale =1:24.8 Plate Offsets (X Y)-- [3:0-2-0,0-2-4] LOADING (psf) SPACING- 2-0-0 j CSL DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.03 2-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 SC 0.19 Vert(TL) -0.07 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) -0.02 4-6 >999 240 Weight: 531b FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=745/0-3-8 (min. 0-1-8), 4=745/0-3-8 (min. 0-1-8) Max Herz 2=-69(LC 10) Max Uplift2=-78(LC 12), 4=-78(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-773/56, 15-16=653/66, 3-16=-646/79, 3-17=.646!79, 17-18=-653/66, 4-18=-773/56 BOT CHORD 2-6=0/558,4-6=0/558 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; SCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-6.14 to 1-5-2. Interior(1) 1-5-2 to 6-0.0, Exterior(2) 6-0-0 to 9-0-0 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard _ ruT ssrus�- B1733-17 E1- ICommon Snake River Truss & Components, Idaho Falls, l0 83401, RoWn PeVireill 4-8-0 8.4 3 5 12..0 18-1-11 1-B-0 a-45 5-10.11 5-1041 4x6 - Too Scale =1:45.5 JAY - JAY - JX4 - -" Plate Offsets (X,Y)-- [3:0-3-0.0-3-41[4:0-3-00-1-121 f5:0.3-00-3-41 LOADING (Pat) SPACING. 2-0-0 CSI. DEFL. in (loo,)711defld PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 8.100 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.24 6-80BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.06 6/aBCDL 8.0 Code IRC2012lrP12007 Malrix-R Wind(LL) -0.04 6-80 Weight: 109 Ib FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. I&Bir BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF N0.1&Btr WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=1382/0-3-8 (min. 0-1-8),6=1382/0-3-8 (min.0-1-8) Max Horz 2=-126(LC 10) Max Uplift2=-114(LC 12), 6=114(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-1945/137, 3-11=-1820/161, 3-12=-1687/178,4-12=-1555/190, 4-13=-1555/190, 5-13=-1687/178,5-14=-1820/161, 6-14=- 1945/137 BOT CHORD 2-10=-53/1557,9-10=0/1052,9-15=0/1052,8-15=0/1052.6-8=-66/1557 WEBS 4-8=-50/638, 5-8=-475/125, 4-10=-50/638, 3-10=-475/125 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f ; B=45tt; L=25ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 12-3-0, Exterior(2) 12-3-0 to 15-3-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=114, 6=114. 6) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard E1G Truss Type Common Structural Gable 7.00 F12 4x6 - Scale =1:48.5 axe - 3x8 = _... 8-4-5 11-10-4 18-1-11 24-6-0 Plate Offsets (X Y)— LOADING (psf) SPACING 2-0-0 CSI. DEFL. in ill (deft L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.03 6-8 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 SC 0.20 Vert(TL) -0.08 2-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.01 6 Na We BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) .0.02 6-8 >999 240 Weight: 141 lb FT=0% LUMBER- BRACING TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.i&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btf BOT CHORD WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=576/0-3-8 (min. 0-1-8), 9=1561/0-3-8 (min. 0-1-11),5=628/0-3-8 (min. 0-1-8) Max Horz2=-126(LC 10) Max Uplift2=-80(LC 12), 9=-66(LC 12), 6=-82(LC 12) Max Grav2=638(LC 21), 9=1561(LC 1), 6=679(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-537/33, 3-26=408/74, 4-27=0/442, 4-28=0/391, 5-29=488/57, 6-29= 617/32 BOT CHORD 2-11=-401349,10-11=-42/347,9-10=-421347,8-9=0/415,6-8=01418 WEBS 4-9= 776/51, 5-9=-676/100, 3-9=-649/102 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6.0-0 oc bracing. Mil recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f : B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 12-3-0, Exterior(2) 12-3-0 to 15-3-0 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/1PI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 9, 6. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard rJob-- --Truss - -Truss Type 81733-17 IE2 Common Snake River Truss 8 Components, Idaho Falls, ID 83401, Robin Petlingill 6-3-13 12-2-8 6-3-13 5-10-11 7.00 12 2x4 \\ I 08 3x4 = 3x4 = Qty Ply - Fu11erl0/13(In)RP - -- 2 Job ReferenceLoptional) Run: 3.120 s Av 15 2017 Print: 8.120 s Au9915 2017 MiTek ln0usa6es, lnc. Fri 0ct 1310:30:52 2017 Pe9e t ID c8if�eXCAVOcndJoOtMc4RFyU6AR-I_tit03ROJbICMor9ZuptTISSLaFHkwjg7ajksyTrB1 1813 24-5-8 2541-8 510-11 - 6-4-5 1.6-0 4x6 Scale= 1:44.7 14 3x4 = 5x6 4 13 3x4 Plate Offsets(XY)-- f3:0-3-00-1-121 f4:0-3-00-3-4] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.16 7-9 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.25 1-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Hoa(TL) 0.06 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.04 1-9 >999 240 Weight: 1061b FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=1223/0-5-8 (min. 0-1-8),5=1381/0-3.8 (min. 0-1-8) Max Herz 1=-123(LC 10) Max Upligl=-67(LC 12), 5=-116(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-1943/162, 2-10=-1808/176, 2-11=-1688/184, 3-11=-1555/206, 3-12=-1552/196, 4-12=-16841184, 4-13=-1817/167, 5-13=-1942/143 BOT CHORD 1-9=-7211554,8-9=011050.8-14=0/1050,7-14=0/1050,5-7=-71/1555 WEBS 3-7=-48/638, 4-7=-475/126, 3-9=-53/645, 2-9=-472/125 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-2-8, Exterior(2) 12-2-8 to 15-2-8 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = B.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1 except (jt=11b) 5=116. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard IJob �TN53 -TNSti sType OtyP7y TFuller1 ll))RP B1733 17 E3 Common Giller 11 ']Job Reference ----. (optional) Snake River TNssB-Camponenls, Itlaho falls, 1083401. Robin Petlinoill Buna ron� a-�43n- c.m 4-7-0I. _ 8-5-0 12-3-0 4-7.0 3-10-0. 3-10.0 44 = 4X6 = Jxa = 3x6 II 3x4 = 3x8 = 3x4 = 2x4 '. Scale = 1:44.6 LOADING (psf) TCL( 35.0 TCDL 8.0 BCLL 0.0 ' BCD( 8.0 SPACING- 2-% Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress [nor NO Code IRC2012/TPI2007 TC 0.49 BC 0.90 CSI. 49 WB 0.53 Matrix -R DEF(. in Vert(LL) -0.11 Vert(TL) -0.18 Horz(TL) 0.05 Wind(LL) 0.03 (I0 3) 1/defl L/d 1-13 >999 360 1-13 >999 240 7 n/a n/a 1.13 >999 240 PLATES GRIP MT20 220/195 Weight: 1461b FT = 0 LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.18BIr TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x6 DF 240OF 2.OE'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 DF 180OF 1.6E WEBS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=2655/0-3-8 (min. 0-2-10),7=1352/0-5-8 (min. 0-1-8) Max Horz 1=-111(LC 23) Max Upliftl=-157(LC 8), 7= 77(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3371/209, 2-3=-2124/162, 3-4=-1553/158, 4-5=-1554/158, 5-6=-1915/150, 6-7=-2302/142 BOT CHORD 1-14=-143/2853, 13-14=-143/2853, 12-13=-143/2853, 11-12= 47/1754, 10-11=-47/1754, 9-10=-37/1579, 8-9=-84/1883, 7-8=-84/1883 WEBS 4-10= 94/1134, 5-10=-513/75, 5-9=-4/256, 6-9=380/59, 3-10= 793/85, 3-12=-1 91592, 2-12=-1340/116, 2-13=-28/1011 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25f ; B=45tt; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except 61=11b) 1=157. 6) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided suiticient to support concentrated load(s) 1550 lb down and 103 Ib up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-4=86, 4-7=86, 1-7=-16 Concentrated Loads (lb) Vert: 14=-1550(F) 'Truss Girder Fulknldli3l10)RP -1-6-0 4-4-8 8-0-0 15-6-0 23-0-0 - 26-7-8 1-6-0 4-4-8 3-YB 7-6-0 7-6-0 --� 3-7-8 46 = 3x8 = 46 Scale = 1:55.6 6x8 = 7x8 = 6x8 = JXb = Plate O1fse[s�X V)- [4:0-3-0,0-1-12],.16 0-3-0 0-1-121 110:0-4-0,0-3-12j�[11:0-4-0 0-4-81,_[12:0-4-0 08-121 � LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.46 Vert(LL) -0.2711-12 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.4511-12 >815 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.12 8 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.1011-12 >999 240 Weight: 3351b FT=O% LUMBER - TOP CHORD 20 DF 1800F 1.6E or 2x4 DF No.18Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except 2-0-0 oc purlins (5.4-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=4108/0-3-8 (min. 0-2-3), 8=4094/0-3-8 (min. 0-2-3) Max Herz 2= 86(LC 6) Max Uplift2=-415(LC 8), 8=-413(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7401/715, 3-4=-7205/715,4-13=-6157/636,5-13=-6160/636, 5-14=-6125/632, 6-14=-6122/633,6-7= 7165!711, 7-8=-7363/711 BOT CHORD 2-12=-542/6254,12-15=-718/8399,15-16= 718/8399,16-17= 718/8399,17-18=-718/8399, 11-18=-718/8399,11-19=-71818399,19-20=-718/8399. 20-21=-718/8399,10-21=-718/8399, 8-10=-539/6222 WEBS 3-12=-186/267,4-12=-267/3027,5-12=-2735/252, 5-11=-13811898, 5-10=-2775/256, 6-10=-265/3007. 7-10=-186/262 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45h; L=31 ft; eave=411; Cat. II; Exp 8; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=415, 8=413. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI?PI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10891b down and 157 lb up at 6-0-0, 371 Ib down and 48 Ib up at 10-0-12, 371 Ib down and 48 lb up at 12-0-12, 371 Ib down and 48 Ib up at 14-0-12, 371 Ib down and 48 Ib up at 14-11-4, 371 Ib down and 48 Ib up at 16-11-4, 371 to down and 48 Ib up at 18-11-4, and 371 Ib down and 48 Ib up at 20-11-4, and 1089 Ib down and 157 Ib up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 LJeb n18e rlle� -- -—�(fy�Ply Fullerl0/1311D)RP - _ --I Bi733-17 F1 IHip Girder 1 2 Job Reference (optional) Snake River Truss BComponents, Idaho Fells, ID 83401, Robin PetUngill Run: 8.120 s Auggi520T] Prnl: 6.120sq�a 152017 MTek lnduetrlee, Inc. Fri Oct 1310:30:542017 Pag9et D:c81PeXCAVOcndJoOtMo4RFylf6AR-EN?oli4hYwr5RfxEH_wlyugn29BEIVnO7R3polyTrB? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase -1.15 Uniform Loads (plf) Vert: 1-4=-86, 4-6=-86, 6-9=-86, 2-8=-16 Concentrated Loads (lb) Vert: 12=-1089(F)IO=-1089(F)15= 371(F)16=-371 (F) 17= -371(F)18= -371(F)19= 371(F)20= -371(F) 21=-371(F) off- roes ress YPe - - Qty- --Ply 7ullerl0/13(IDIRP 81733-1] F2 Hip 1 1 _ Job Reference(optional Snake River Two & Components, Idaho Fells, ID 93401, Rohn Petlingill Run:0.120 5s Aug 15 2017 Print: 0.120 s Aun 15 201 ] MTe -1-6-0 I 5.2-13 10-0-0 15-6-0 _ 21-0-0 1-6-0 52-13 43-35-6-0 5-6-0 06 = 3x8 = 4X6 = 32-6-0 i-6-0 Scale = 1:55.6 3x8 = 5x6 = 3x8 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or2x4 OF No.1&Btr BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr WEBS 2x4 OF Stud/Std BRACING TOP CHORD BOTCHORD REACTIONS. (Ib/size) 2=1714/0-3.8 (min. 0-1-13),8=1714/0-3-8 (min. 0-1-13) Max Horz 2=105(LC 11) Max Uplift2- 133(LC 12), 8=-133(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=2601/257, 3-13=-25011276, 3-14=-2220/229, 4-14=-2032/247, 4-15=-1822/246, 15 -16=1824/245.5 -16=-1827/245.5-17=-1827/245,17-18=-1824/245,6-18=-1822/246, 6-19=-2032/247.7-19=-2220/229,7-20=-2501/276,8-20=-2601/257 BOT CHORD 2-12=-158/2136,11-12=-1 14/2103, 10-11=-1 14/2103, 8-10=-171/2136 WEBS 3-12=-360/108. 4-12=-19/621, 5-12=-567/62, 5-10=-567/62, 6-10=-19/621, 7-10=-360/108 10-0-D 15-6-0 27-0.0 44 = 0-0 10-0-0 5-6-0 5-6-0 PLATES GRIP Plate Offsets (XY)-- f4A-3-00.1.12) f6:0 -3-00-1-12],j11:0-3-00-3-0]. Weight: 1511b FT=O% LOADING (pat) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' SPACING 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES CSI. TC BC WB 0.33 0.48 0.64 DEFL. Vert(LL) Vert(TL) HOrz(TL) in -0.19 -0.45 0.11 (loc) 8-10 8-10 8 I/def] >999 >819 n/a L/d 360 240 n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.04 11 >999 240 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or2x4 OF No.1&Btr BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr WEBS 2x4 OF Stud/Std BRACING TOP CHORD BOTCHORD REACTIONS. (Ib/size) 2=1714/0-3.8 (min. 0-1-13),8=1714/0-3-8 (min. 0-1-13) Max Horz 2=105(LC 11) Max Uplift2- 133(LC 12), 8=-133(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=2601/257, 3-13=-25011276, 3-14=-2220/229, 4-14=-2032/247, 4-15=-1822/246, 15 -16=1824/245.5 -16=-1827/245.5-17=-1827/245,17-18=-1824/245,6-18=-1822/246, 6-19=-2032/247.7-19=-2220/229,7-20=-2501/276,8-20=-2601/257 BOT CHORD 2-12=-158/2136,11-12=-1 14/2103, 10-11=-1 14/2103, 8-10=-171/2136 WEBS 3-12=-360/108. 4-12=-19/621, 5-12=-567/62, 5-10=-567/62, 6-10=-19/621, 7-10=-360/108 Structural wood sheathing directly applied or 3-10-14 oc purlins, except 2-0-0 oc purlins (4-8-12 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; save=4ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-6-5, Interior(i) 1-6-5 to 10-0-0. Exterlor(2) 10-0-0 to 25-4-10, Interior(1) 25-4-10 to 32-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=133, 8=133. 7) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSViPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. LOAD CASE(S) Standard 44 = 0-0 0-0 PLATES GRIP MT20 220/195 Weight: 1511b FT=O% Structural wood sheathing directly applied or 3-10-14 oc purlins, except 2-0-0 oc purlins (4-8-12 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; save=4ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-6-5, Interior(i) 1-6-5 to 10-0-0. Exterlor(2) 10-0-0 to 25-4-10, Interior(1) 25-4-10 to 32-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=133, 8=133. 7) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSViPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. LOAD CASE(S) Standard nl lae TrbSS7ype B1 ]33-17 F3 Hip Snake River Truss & Components, Moho Fells, ID 83401, Robin Petlingill 6-0 6.2-13 12-0-0 1 1-8-0 6-2-13 5-9-3 5x8 M18SHS= 48 M18SHS= Scale =1:55.6 3x4 = 3x4 = 3x8 = u�= ` LOADING (Pat) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TPI2007 CSI- TC 0.50 BC 0.67 WB 0.38 Mat rix -R DEFL. in Vert(CL) -0.41 VerLTL) -0.96 Horz(TL) 0.10 Wind(LL) -0.06 (loc) I/defl L/d 2-11 >890 360 2-11 >385 240 7 n/a n/a 7-9 >999 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 143 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-6-11 max.): 4-5. WEBS 2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required Goss bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1714/0-3-8 (min. 0-1-13),7=1714/0-3-8 (min. 0-1-13) Max Harz 2=-1 23(LC 10) Max Uplift2=-133(LC 12), 7. 133(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-2520/249,3-12=-2433/273, 3-13=-2066/220. 4-13=-1839/239, 4-14=-1678/247, 14 -15= -1678/247.5 -15=-1678/247,5-16=-1839/239,6-16=-2067/220,6-17=-2433/272, 7-17=-2520/249 BOT CHORD 2-11= 146/2081, 10-11=-43/1677,9-10=-43/1677,7-9=-159/2081 WEBS 3-11=-469/126, 4-11=0/460, 4-9=-251/252, 5-9=0/417, 6-9=-468/127 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-6-5, Interior(1) 1-6-5 to 12-0-0. Exterior(2) 12-0-0 to 23-4-10, Intedor(1) 23-4-10 to 32-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = B.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=1b) 2=133, 7=133. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/IPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard '7db rT uss Truss Type Qty Ply Fullerl0/13(ID)RP - —� 81733-17F4 Hip t 1 Job Reference (optional) mpo_ Snake River TiaconeMs, Itlaho Fells, ID 83401, Robin Peningilt Run 8.120s Aug 152017 Print. a Au Mil lntlustrlas, Inc. Fri Oct 1310:30: 572017 Pa99e1 ID:cefPeXcAVOcndJo0tMc4RFyU6AR-eygwxj6arrDlJ7gpy7T?aXSITYMFEytISpPHU04yTrAy 7-2-13 14-0-0 17-0-0 23.9-3 31-0-0 132.6-0 7-2-13 6-9-3 3-0-0 6.9.3 7-2-13 1-6-0 5x6 Scale = 1:59.0 7.00 12 46 = 2x4 11 30 — 3x8 = 2x4 11 30 = 7-2-13 i 14-0-0 17-0-0 23-9-3 31-0-0 7-2-13 6-9-3 3-0-0 s -9a 7.213 Plate Offsets(XY)-- 11:0-1_1Edgel [2:0-1-120-1-e] [4:0-3-00-2-0115:0-3-00-1-121_17:0-1-120-1-8] TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS LOADING (psf) SPACING- 2-0-0 CSI. WEBS DEFL. in (loc) Udell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) .0.14 1-14 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.57 Vert(TL) -0.26 1-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.10 8 1 n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.05 1-14 >999 240 Weight: 1571b FT=0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std BOT CHORD WEBS REACTIONS. (Ib/size) 1=1562/0-3-8 (min. 0-1-11),8=1718/0-3-8 (min. 0-1-13) Max Horz 1=-I 38(LC 10) Max Upliffl=-87(LC 12), li 34(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-15=-2608/223, 2-15=-2468/240, 2-3=-1878/214, 3-16=-1774/221, 4-16=1714/239, 4-5=-1482/244, 5-17=-1716/236, 6-17=-1774/217, 6-7=-1878/211, 7-18=-2439/232, 8-18=-2584/204 BOT CHORD 1-14=-117/2115, 13-14=-117/2115,12-13=-15/1480,11-12=-15/1480, 10-11=-120/2090, 8-10=120/2090 WEBS 2-14=0/282, 2-13=-753/123, 4-13=-25/465, 4-11=293/301, 5-11. 34/469, 7-11=-722/117, 7-10=0/278 Structural wood sheathing directly applied or 3-3-1 oc pull except 2-0-0 oc purlins (5-1-5 max.): 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at mil 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installationuig de. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=off; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-2-15, Interlor(1) 3-2-15 to 14.0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(l) 21-4-10 to 32-6-14 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1 except Ot=1b) 8=134. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I JOY TN55ypT B - Qly Ply FUIler10/13(ID)RP -- 81]33-17 FS contract 1 1 -- Job Reference (optional) Snake River Truss a Components, Idaho Feb. l0 83401, Robin Petlingill Run: 8.120S Aueg 15 2011 Print: 8.120 s Aueg 15 2017 MiTek IrvJuatries, Inc. Fri Oct 1310—:30:57-2-0-17 Pagge 1 ID:c8fPeXcAVOcndJoOtMc4RFyU6AR-eygwxj6aRD1J7gpy7T?aXSD7MDjyzoSpPHU04yTrAy 7-11-13 15-6-0 --� 23-0-3 _ 31-0-0 132.6-0 741-13 7-6-3 PB -3 7-1143 1-8-0' 4x6 - Scale=1:59.8 7.00112 6 N .y O 2x4 II 5x8 = 2x4 7-11-13 15-6-0 1 23-0-3 31-0-0 7-11-13 7-68 7-6-9 - - - 7-11-13 Plate Offsets (X Y)_-[1:0-2-9 Edgel [2:04-0,Edge], [4:0-4-0 Edgel [5:0-2-9 Edgel18:0-4-0 0-3.01 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Ven(LL) -0.19 1-9 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.37 1-9 >997 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.11 5 n/a n/a BCDL 8.0 Code IRC2012(rP12007 Matrix -Fl Wind(LL) 0.07 1-9 >999 240 Weight: 140 Ib FT=0 LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 4-8,2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1566/Mechanical, 5=1722/0-3-8 (min. 0-1 -13) Max Horz 1=-152(LC 10) Max Upliftt=87(LC 12), 5= 135(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10= 2584/193, 2-10= 2426/214, 2-11= 1753/185, 3-11= 1565/213, 3-12= 1564/208, 4-12=-1752/180, 4-13=- 2392/201,5-13= 2554/170 BOT CHORD 1-9=-91/2086,8-9=-9212083,7-8=-87/2049,5-7=-86/2051 WEBS 3-8=-73/985, 4-8=-841/128,4-7=0/303, 2-8=-882/133, 2-9=0/307 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=42psf; h=25ft; B=45ft; L=31ft; save=4h; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-1-15, Interior(1) 3-1-15 to 15-6-0, Exterior(2) 15-6-0 to 18-7-3 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 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=lb) 5=135. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Jab TTrim Truss Type Oly Ply Fuller1dMit DiRP -- B1733 17 F6 Common 1 1 Job Reference (optional _River.. _. _ _ _ Snake River Truss8Components, Idaho Fells, ID 83001, Robin Petlingill Poe:a12oc Aug 15gni]Pri4RFy20sAugg 152017 c9L wHF?Wq?E Ftl Cd1310:30:58201] Page1 ID:cBfPeXc23-0-3 Jo01Mc4RFyU6AR-78EI83731-0-0 HF?Wq?E7k?N6mdehP3b2311wWyTrAz 7-11-13 1 15-6-0 23-0-3 31-0-0 _ ' 7-11-13 7-6-3 I 7-6-3 7-11-13 � 4x8 M18SHS= 7.00 12 4x4 = 8 4x4 = 7 6 2X4 11 5x8 = 2x4 11 Scale =1:63.0 LOADING (psi) SPACING- 2-0-0CSI. TOLL 35.0 Plate Grip DOL 1.15 TCDL 8.0 Lumber DOL 1.15 BOLL 0.0 ' Rep Stress Inor VES BCDL 8.0 Code IRC2012r 2007 TO 0.84 BC 0.43 WB 0.50 Mahiz-R DEFL. in Veri(Ll n/a Vert(TL) n/a Horz(TL) -0.01 goc) Well L/d - n/a 999 - We 999 5 We n/a PLATES GRIP MT20 220/195 MT20HS 165/146 M188HS 220/195 138 lb FT=O% LUMBER- BRACING - —Weight: TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 DF Stell WEBS 1 Row at mil 3-7.4-7 MiTek recommends that Stabilizers and required cross bracing be installed installed during truss erection, in accordance with Stabilizer I REACTIONS. All bearings 27-0-0. (lb) - Max Horz 8=-142(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 7, 6, 5 except 8=-227(LC 12) Max Grav All reactions 250 Is or less at joint(s) except 7=764(LC 1), 6=785(LC 22), 8=1382(LC 21), 5=369(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2781615,2-9=-269/832,3-10=-11/345,3-11=-21/344 BOTCHORD 1-8=-549/283,7-8=531/278 WEBS 3-7=-789/135, 4-6=-598166, 2-7=-106/431, 2-8=-1 192/326 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25f ; B=45fi; L=31 ft; save=4ft; Cal. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-1-3, Inlerior(1) 3-1-3 to 15-6.0, Exterior(2) 15-6-0 to 18-7-3 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 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6, 5 except Qt=1b) 8=227. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIl t. LOAD CASE(S) Standard I Job 'Truss -Trusi 81733-17 61 Hip Girder _ I_ ss8 Snake River TruComponents, Idaho Falls, ID 83401, Robin Petlingill 4x4 = Qty Ply Fullerl0 /13fID)RP JobReference a0 Run: a Aug V Print.20s Aug 15 2011 MiTek Industries, Ina FrO1310 0:592-�01 D:oBfPeXcndJo0tMc4RFyU6ARW ] Page 1 7-0.0 10-0-0 QWHjmaTyy1 Aw I 14-0-0 3-0-0 3-0-0 4-0.0 3x4 = 44 = Scale = 1:23.0 3x4 = 3x4 = 3x4 = I¢ 0 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loo) Waft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 6-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.11 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 5 n/a n/a BCDL 8.0 L Code IRC2012/TP12007 Matrix -R Wind(LL) 0.02 6-7 >999 240 Weight: 66 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Bir TOP CHORD BOT CHORD 2x6 DF 180OF 1.6E WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/size) 1=984/0-5-8 (min. 0-1-8),5=1005/0-5-8 (min. 0-1-8) Max Herz 1=35(LC 24) Max Upliftl=-80(LC 8), 5= 84(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1757/159,2-3=-1403/147,3A=-1440/155.4-5=-1797/165 BOT CHORD 1-7= 125/1439, 7-8= 173/1628, 8-9=-173/1628, 6-9= 173/1628, 5-6=-121/1473 WEBS 2-7=-40/610,3-7=-374/77,3-6=-309/86, 4-6=-33/570 Structural wood sheathing directly applied or 4-10.14 oc purlins, except 2-0-0 oc purlins (5-6-11 max.): 2-4. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilize Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2ps1; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 part bottom chord live load nonconcurrent with any other live loads. 5)' 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 chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Ib down and 53 Ib up at 10-0-0 on top chord, and 1491b down and 31 Ib up at 4.0-0, 130 Ib down and 31 Ib up at 6-0-12, and 130 to down and 31 Ib up at 7-11-4, and 149 Ib down and 31 Ib up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-2=-86, 2-4=-86, 4-5=-86.1-5=-16 Concentrated Loads (Ib) Vert: 4=-49(B) 7=-149(8) 6=-149(B) 8=-130(B) 9=-130(8) rJob-- --iNT s3 Truss Type - Qty Ply FNIer10'13(I0)RP IB1733-17 02 [Hip 1 1 _ Job Reference (optional) Snake River Truss &Components, daho Fells, ID 90401, floEin Petlingill Run: 8.120 s Aug 15 2017 Print: 8.120 s Augg 15 2017 twTek Industries, Inc. Fd Oct 131U106-20 1] Paagge 1 _e n ID:c8fPeXcAVOcndJoOtMo4RFyU6AR.3XM3Zl9S7mbcAaPOdF1iC94rHaKi9PVuVNW87PyTrAv Scale = 1:24.7 5x6 = 5x6 = 3x4 = 2x4 11 3x4 = 3x4 = Plate Ottsels�X V)-- 12:0-3-0 0.2-01 TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD - BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2.0-0 oc purlins (6-0-0 max.): 2-3. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=708/Mechanical, 4=708/Mechanical Max Herz 1=54(LC 11) Max Upliftl= 40(LC 12), 4=-40(LC 12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Well L!d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.05 1-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.11 1-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 4 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.02 4-5 >999 240 Weight: 551b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2.0-0 oc purlins (6-0-0 max.): 2-3. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=708/Mechanical, 4=708/Mechanical Max Herz 1=54(LC 11) Max Upliftl= 40(LC 12), 4=-40(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-7=-1024/112, 7-8=-902./117, 2-8=-894/130, 2-3=-775/153, 3-9=-894/130, 9-10=-903/117, 4-10=-1025/112 BOT CHORD 1-6=-58/778, 5-6=59/774, 4-5=-54n79 WEBS 2-5=-249/251, 3-5=-93/266 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=ort; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-0-12, Intarior(1) 3-0-12 to 6.0-0. Exterior(2) 6.0-0 to 8-0-0. Interior(1) 12-2-15 to 13-11-4 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)' 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 tit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard lTruss Truss Type B1733-17 '63 Common Snake River Truss a Components, Idaho Falls, 1083401, Robin Petlingill 700 700 I 3x4 = 7.00 12 '5Oty- -'PFy Fu11e001130D)Rp - - - - --- Y 1 __ 1Job Reference (optional) Run: 8.120 s Aug 152011 Print: 8.1205 Aug 15 2017 fv i industries, Irk. Fri Oct 13ID:31 :00 2017 Pa e 1 ID:c8fPeXcAVOcndloOtMc4RFyU6AR-3XM3Zl9S7mbcAaPOdF1 iC94ol aJZ9PSUVNWB?PyTrAv 14-00_ 5x8 M18SHS I'. 2x4 11 3x4 = Scale =1:27.9 LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr BOT CHORD WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=708/Mechanical, 3=708/Mechanical Max Herz 1=64(LC 11) Max Uplihl=40(LC 12), 3= 40(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-992/96, 5-6=-860/96, 2-6=-718/113, 2-7= 718/113, 7-8=-860/96, 3-8=-992/96 BOTCHORD 1-4=-30/739,3.4=-30!/39 WEBS 2-4=0/296 Structural wood sheathing directly applied or 5-11-12 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced root Ilve loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 3=45h; L=24ft; save=oft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3.0-12 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0 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 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 700 7-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 VergLL) -0.10 1-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.17 1-4 >952 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress [nor YES WE 0.12 Hom(TL) 0.02 3 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.03 1-4 >999 240 Weight: 47 Re Ff=O% LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr BOT CHORD WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=708/Mechanical, 3=708/Mechanical Max Herz 1=64(LC 11) Max Uplihl=40(LC 12), 3= 40(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-992/96, 5-6=-860/96, 2-6=-718/113, 2-7= 718/113, 7-8=-860/96, 3-8=-992/96 BOTCHORD 1-4=-30/739,3.4=-30!/39 WEBS 2-4=0/296 Structural wood sheathing directly applied or 5-11-12 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced root Ilve loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 3=45h; L=24ft; save=oft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3.0-12 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0 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 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard $,rake RiverTuras8C.om Truss Falls, !083401, ROGn Pe�r� D PI— FUIleReferD�p -- h Y 81733-17 iH1 HIP GIflDER I - - _I_ _ 2 Job Reference o tionaq po tlingill Run:8120s Aup 15201]Pnnt 8.120s Aua 152017 MiTek lndusir es Inc. Fn txv to inert ria aor9as,, i Scale =1:72.2 6x8 = 4x4 — 5x8 1018SHS= 2x4 II 3x8 = 3x6 = 4x6 = 7.00 FF2 3 4 524 6 6 9 3x4 4 ,Z. 2 0 3x80 rlJ W5 1i1'W6 W5 \ 410 —ate_ 3�` 15 12 0 4 4x8 = 27 22 28 29 21 30 20 119 18 17 32 33 34 35 13 16900 M18SHS— 606 MT20HS= 2x4 I I 6x8 = 5x8 M18SHS— 2x4 I I 5x14 = 4x8 M18SHS II 6x8 = 481 LV 11 5x8 1018SHS0 4x8 = 2x4 11 3x8 I I 4-4-8 1 8-0-01 12-10-0 17.8-0 22-6-0 27-4-0 32-0-0 37-0-8 40-0-0 4-4-8 3-1-8 4-10-0 1 4-1010-0 —4-1-0-0 440-0 I 4-8-0 5-05 -8 2-11 8 Plate Offsets (X,1)-- [1:0-4-0,0-1-11], [2:0-1-12,0-1-8], [3:0-5-0,Edge], [60-1-12,0-2-0], [9:0-4-0,0-1-11], [10:0-2-8,0-1-8], [11:0-6-5,0-0-15],, 113:0-1-3,0-1-8], [13:0-0-0,0- - 114:0-4-0,0-4-01 f150-6-12 0-7-01 116:Edee 0-3-81 117:0-3-8 0-2-121, [19:0-2-8 0-2-01,_[21:0-3-8 0-3-12] _ LOADING (pat) SPACING- 2-0.0 CSI. DEFIL in 'oc I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.97 Vert(LL) -0.7516 -17 >635 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -1.23 16-17 >386 240 MT20HS 165/146 BOLL 0.0 ' Rep Stress Incr NO WB 0.97 Ho2(TL) 0.51 11 n/a n/a M18SHS 220/195 BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.2516-17 >999 240 Weight: 488 Ib FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Bir *Except* TOP CHORD Structural wood sheathing directly applied, except T4: 2x4 OF 240OF 2.0E 2-0-0 oc purlins (2-8-1 max.): 3-9. BOT CHORD 2x6 OF 1800F 1.6E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 83: 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr, 04,86: 2x6 DF 240OF 2.0E B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std'Except' W 8, W 10: 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr W1 2: 2x4 DF 240OF 2.0E REACTIONS. (Ib/size) 1=5662/Mechanical, 11=5378/0-5-8 (min. 0-2-7) Max Horz 1=-83(LC 6) Max Upliftl=-423(LC 8), 11=-461(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1 0334f792. 2-3=-9758f790, 3-4=-10983/899, 4-24=-10979/898.5-24=-109791898, 5 -6= -12297/1011,6 -7=-15375/1249,7-25=-15375/1249,8-25=.15375/1249,8-26= 10578/871, 9-26=-10576/872, 9-10=-1 2460/994, 10-11=-1 9056/1420 BOT CHORD 1-27=-616/8865, 27-28=-616/8865, 22-28=-616/8865, 22-29=-616/8865, 21-29=-616/8865, 21 -30= -563/8363,30 -31=-563/8363,20-31=-563/8363,19-20=563/8363,18-19=-822/11718, 17-18=-822111718,17-32=.102/1370, 32-33=-102/1370,16-33=-1 02/1370,15-16=- 82/1160, 8-15=-199/3027,15-34=-1 126/15507, 34-35=-1124/15488,14-35=-1 124/15468, 13-14=-1136/15902,11-13=-1 196/16769 WEBS 2-22=0/378, 2-21=542/59, 3-21=-152/2072, 3-19=-277/3880, 4-19=-555/82,5-19=-1089/78, 5-18=-276/116, 5-17=-128/874, 6-17=-2571/234,15-17=-804/11317. 6-15=-289/3744, 8-14=-6085/473,9-14=-423/5717,10-14=-51601387,10-13=-295/4865 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"Q") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 or. 2x4 - 1 row at 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f : B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 o 0 Y city CRY Hi HIP e(option 1) Snake R� mponents, Idaho Falls, l0 63401, Robin Piiturti GIRDER�� R InD-c arS120.g p1. P loll Oeb2R0e eAggin 520pti MiTek Industries, Inc, q Oc�1310:31:03201] y gr 211 fPeXCAVOcndJo0tMc4RF U6AR-T52BBnBLOhzB127zJNaP o!C nDzMYxKBLkock T As NOTES• 8)' This truss has been designed for a live load of 20.Ops1 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. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI?PI i angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 1=423, 11=461. 12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 Ib down and 31 Ib up at 2-0-12, 362 Ib down and 31 Ib up at 4-0-12, 362 Ib down and 31 Ib up at 6-0-12, 371 Ib down and 48 Ib up at 8-0-12, 371 Ib down and 48 Ib up at 10-0-12, 1418 Ib down and 123 Ib up at 10-10-8, 1418 to down and 123 Ib up at 25-1-8, 371 Ib down and 48 lb up at 25-11-4, 355 lb down and 49 Ib up at 27-11-4, and 355 lb down and 49 lb up at 29-11-4, and 10891b down and 121 Ib up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-9=-86, 9-11= 86, 11-12=-86, 1-16=16, 13-15=-16, 11-13=-16 Concentrated Loads (lb) Vert: 21=-371(B) 14= -1089(B)27= -362(B)28= -362(B)29= 362(8)30= 371(B)31= -1418(B)32= -1418(B)33= -371(8)34=-355(B)35=-355(8) Joh.. r09e---7w _ Oty Ply FWler10/13(ID)RP _--1 81733-17 H2 HIP 1 1 L_ )Job Reference (optional) Snake River Truss&Components, Idaho Falls. ID83401, Rob in Petling111 - Run: 8.120 Augg 15201]Von18.120 s Augg 152017 ViTek lodusties, Inc. Fn Oct 1310:5104201]15g D:cBiPe%c AVOcndJoOtMC4 RFyU6AR-xlbaP6CzB?52eCi9s56eM?FOCBZ152KUQ_UL8AyTrAr 1-6-0' 5-2-13 4A3 -1-6-0 521315-9-5 59-51 - 1 5-9-, Y 8-0 -00 :6-4 3764 48¢1-7-0 001 5x6 = 3x8 = 4 26 5 27,0, ro 46 = 3x4 = 3x6 = 5x6 = 6 '28 .7 2% 9 30 " 23 22 21 20 18 7x8 =3x8 = 4x6 2x4 II 4x12 = 2x4 11 3x8 = 30-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in 2x4 O i Ltd TCLL 35.0 4x6103 1.15 TC 0.80 Vert(LL) -0.42 19 >999 360 W��Wit 8.0 Lumber DOL 1.15 BC 0.86 - Vert(TL) -0.71 19-20 >667 240 BCLL :24 Rep Stress Incr YES WB 0.77 Houji-) 131 Wp11 4x8 13 n1a We BCDL 8.0 \ W12 12 Matrix -SH Wind(LL) 0.13 8 1617 240 " 23 22 21 20 18 7x8 =3x8 = 4x6 2x4 II 4x12 = 2x4 11 3x8 = 30-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.42 19 >999 360 TCDL 8.0 Lumber DOL 1.15 BC 0.86 - Vert(TL) -0.71 19-20 >667 240 BCLL 0.0 " Rep Stress Incr YES WB 0.77 Houji-) 0.42 13 n1a We BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.13 19 >999 240 Scale =1:72.7 m 0 32 13 N d 8x12 MT20HS= 1410! 15 3x8 = 4x6 = 37-0-8 40-0-0 7-0-8 5-0],[20:0-3-12,0-2-0�_ PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 222 Ib FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.0E "Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T273: 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr 2-0-0 oc purlins (3-1-10 max.): 4-9. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Btr "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B3: 2x4 DF Stud/Std WEBS 1 Row at midpt 5-23 WEBS 2x4 DF Stud/Std "Except' W7,W71,W 13:2x4 DF 1600E 1.6E or 2x4 DF No.1 &B[r M MiTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 2=2172/0-5.8 (min. 0-2-5), 13=2172/0-5-8 (min. 0-2-5) Installation guId Max Horz2= 105(LC 10) Max Uplitt2=-160(LC 12), 13=-160(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-24=-3430/348, 24-25=-3330/364,3-25=-3231/367, 3-4=-3070/335, 4-26=-2542/319, 5-26=-2547/318,5-27= 3465/412,6-27=-3465/412,6-28=-3742/423,28.29=-3742/423, 7-29=-3742/423,7-8= 3742/423,8-30=3058/350,9-30=-3055/350, 9-10=-3667/387, 1031=-7104/654,11-31= 7170/644,11-32=-6534/580,12-32=-6581/579,12-13=-3149/296 BOT CHORD 2-23=-235/2831, 22-23=-237/3329, 21-22=-237/3329, 20-21= 237/3329, 8-18=-31!728, 17-18=-255/3749, 16-17=-301/3772, 15-16=-81/1229, 13-15=-193/2414 WEBS 3-23=316/115, 4-23=70/1069, 5-23=-1216/135, 5-20=-16/305, 6-20=-756/114, 18-20=-246/3351,6-18=-16/405,8-17=-1381/162,9-17= 147/1629,10-17=-858/149, 10-16=-230/3066,12-16=-394/4992,12-15=-21601164 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psp BCDL=4.2psf-, h=25ft; B=45ft; L=40tt; eave=5tt; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 2-5-2, Interior(1) 2-5-2 to 10-0-0, Exterior(2) 10-0-0 to 35-7-14, Interior(l) 35-7-14 to 41-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=160, 13=160. 8) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical Pullin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard IJob — -TTruse Tf1199 ypB (y SHIP iPTy-iFullerlo/1311DIRP — -- - _ 1733-17 H3 �� Job Reference (optional)_- _ — Snake River Tmss 8 Components, Idaho Falls, ID 83401, RoUn Pellingill flun: 8.120 s Aug 15 2017 Print 8.120 s Au915 2017 MTek Industries, Inc. Po rk� 1310:31:052017 Pag9e 1 ID:c8fPeXcAvocndJoOtMc4RFyU6AR-PU9ycSDbyJDuGMHLOodNDnZGbuNgXddfeDvgcyTrAq 6-2-13 -1-60 12-0.0 19.8-0 27-4-0 1-6-0 6-2-13 7-8-0 2 -0 32-6-4 37.0.8 8 6-040-0-041-6-0 8- 4-6.4 �1-5-8 0 4-6-4 I-6-01 6 Scale =1:71.4 5x6 = 20 II 3x4 = 5x6 = 4 23 24 5T, 25 26 6 7 7.00 12 3x4 q \.\ 4x8 3 �„ W6 8 27 \gel lit m 1 N 22 \ 1 n' 10 N 92 48 pN.iTH1 Y11 2 - o 16 14 71 ie o 15 12 to 19 E9 3x6 = 21 20 18 6x16 MT20HS= 177x8 = 20 11 3x4 =3x6 = 4x8 = 13 3x6 = 2x4 11 4x6 = 5x6 = 6-2-13 1200-. 19.8-0 27.4-0 62-13 5-9-3 b8-0 20-0:0 37-0.8 40-0-0 7-8-0 0-8-0 9-0-8 2-11-8 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8],[3:0-1-12,04-8],[4:0-3-0,0-2-Oj, [7:0-3-0,0-2-0], [8:0-3-8,0-1-12],[9:0-1-12,0-1-I)], [10:0-1-12,0-2-0],[11:0-3-3,0-1-8],[14:0-7-4,0-2-0], f15:0-3-00-3-01 f16:0-2-12Edpe1 f17:0-2-00-0-81 [18:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Jdefl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.4014- 5 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.84 14-15 >564 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WE 0.70 Horz(TL) 0.41 11 Na n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -SH Wind(LL) 0.1214-15 >999 240 Weight: 230 Ib FT=O% LUMBER. BRACING. TOP CHORD 2x4 OF 2400E 2.0E TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr *Except* 2-0-0 oc purlins (3-11-8 max.): 4-7. B3: 2x4 OF Stud/Std BOT CHORD *Except* Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 OF Stud/Std 2-2-0 oc bracing: 16-17. W7,W 11,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 2=2172/0-5-8 (min. 0-2-5), 11=2172/0-5-8 (min. 0-2-5) Installation guide. Max Horz 2=123(LC 11) Max Uplitt2= 160(LC 12), 11. 160(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-22=-3446/321, 3-22=-3319/337, 3-4=-2906/336, 4-23=-2941/378, 23-24=-2942/378, 5-24=-29441378, 5-25=-2910/362, 25-26=-2910/362, 6-26=- 2910/362,6-7=-2910/361, 7-8=-3380/362,8-27= 7107/639,9-27=-7266/627,9-28=.6514/556,10-28=-6565/554, 10-11=-3111/282 BOT CHORD 2-21=-206/2830, 20-21 =- 206/2830,19-20=-118/2401,19-29=-118/2401,18-29=-118/2401, 17 -18=0/282,6 -16=-619/145,15-16=144/2823,14-15=-273/3532,13.14=-60/1049, 9-14=-338/81,11-13= 180/2361 WEBS 3-20=-512/109,4-20=-4/455. 4-18=-84/915,5-18=-8021153,16-18=-186/2682, 5-16=.303/81, 7-16=-198/618, 7-15=.5/1013, 8-15=-857/161, 8-14=-234/3391, 10-14=-372/4978,10-13=-2003/137 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25h; B=45h; L=40ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 2-5-2, Interior(1) 2-5-2 to 12-0-0, Exterior(2) 12-0-0 to 33-7-14, Interior(1) 33-7-14 to 41-6.14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=160, 11=160. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802A0.2 and referenced standard ANSVTPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard o - russ Tru�ype D7 ]33-07 H4 _ HIP Snake Rwer Truss & CamP0nenls, Idaho Falls, ID 83401, Rabin Paningill Qty Ply FU11erl01l3(1D)RP - — — 1 -Job Reference (ophonal) J Run: 8120 5 Aug 15 201( Prini: 8.1206 Aup 15 201] MTek IntlusVies, Ina Fn Oc11310:31:06 201 ] Page t ID c8fPeX AVO dJ 0M04RF A T -1-6-0 7-2.13 14-0-0 20.0- c cn o 1 yU6 R-uglKpoDDIcLIuVsY_W86ROKIB?E(ZzAnulzSC2y rAp 0 26-0 0 7 4-0 32-2.4 37-0-8 X38-5-940-0 041-6 01 15-0 ]-2-13 6-9-3 8-0-0 �- 6 0 0 1-40 4-10-4 1 4-104 1-4-8 1-7-0 1 6 0 70012 5x8= 3x4 = 8x10 = 2x4 II Scale = 1:74.7 2x4 11 4x8 = 3x4 = 3x4 = .V2x4 11 4x6 = u^V — 6x8 = LOADING (Pat) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCOL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TPI2007 CSI. DEFL. in (loo) /deft Ltd TC 0.90 VeR(LL) -0.4715-16 >999 360 BC 0.92 Vert(TL) -1.11 15-16 >428 240 WB 0.75 Horz(TL) 0.46 12 n/a Na Matrix -SH Wind(LL) 0.1415-16 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 23616 FT=O% LUMBER- BRACING. TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except T5: 2x4 DF 240OF 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr *Except* BOT CHORD 2-0-0 oc purlins (3-10-4 max.): 5-7. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* WEBS 6-0-0 oc bracing: 17-18,16-17. W7,W6,W9,W11: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr 1 Row at midpt 6-18,7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 2=2166/0-5-8 (min. 0-2-5),12=2175/0-7-12 (min. 0-2-5) Installation guide. Max Horz 2=141 LC 11) Max Uplift2=-160(LC 12), 12=-163(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-23=-3412/305, 3-23=-3267/326,3-24=-273?/301, 4-24=-2684/303, 4-5=-2565/326, 5-25=2476/346,25-26= 2479/346,6-26=2479/346,6-27=-2227/318, 27-28=-2227/318, 7-28=-22271318, 7-8=-2855/382,8-29=-3156/348,9-29=-3183/329, 9-10=-7100/583, 10-30=-6325/514,11-30=-6373/511,11-12=-2985/262 BOT CHORD 2-22=-189/2791, 21-22=-189/2791, 20-21=-189/2791, 20-31=-8512219,19-31=-85/2219, 19 -32= -121/2476,18 -32=-121/2476,8-16=0/348,15-16=-256/3400,14-15=-55/1121, 10-15=-364/83,12-14= 158/2202 WEBS 3-22=0/266.3-20=-682/127,5-20=-16/502, 5-19=-59/654, 6-19=-449/101, 6-18=-624/57, 7-18=-1535/55, 16-18=-50/2935, 7-16=-176/2422, 9-16=-940/162, 9-15= 190/3349, 11-15=337/4867,11-14=-1968/116 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 2-5-2, Interior(1) 2.5-2 to 14-0-0. Exterior(2) 14-0-0 to 31-7-14, Interior(1) 31-7-14 to 41-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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, with BCDL = 8.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=160, 12=163. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVI-PI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASES) Standard Job - - runs cuss ype a1 ]33-1] IH5 Hip Snake A"'—T-6¢ 8 components, Idaho Falls, ID 83401, Robin Petlinglll 8-2-13 16-0-0 1-e-0 8-2-13 7 6x8 M18SHS- 7.0012 Qty Ply Furlerl0/13tIDIRP - — - --- 1 t Job Reference o tiona� J Run: 8.120. Augg 152017("int:8.120 s Augg 152017 h1Tek lrWuslries,Iw. Fn Ca 1310:31:OJ 201] P¢g9¢1 ID:c81PeXCAVOcndJo0tMc4RFyU6AR-MtHi18ErUwUcVfRkYDfL_esuZOIXIM5w6yi?IVy7rAo 24'0-0 31-9-3 40-0-0 01-6.0 Boo 7-93 8.2-13 1.8.0' 6x8 M18SHS— Scale = 1:76.5 2x4 II 4X8 — 3x8 = 3x6 = 2x4 II 3x6 J 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deft L/d TCLL TCDL 35.0 8.0 1 Plate Grip DOL Lumber DOL 1.15 TC 0.92 VerI LL) -0.2512-13 >999 360 BCLL 0.0 'I Rep Stress Incr 1.15 YES BC 0.64 WB 0.96 Vert(TL) Horz(TL) -0.4312-13 0.14 9 >999 240 BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(ILL) -0.07 2-15 n/a >999 n/a 240 LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr TOP CHORD BOT CHORD 2x4 OF 180OF 1.6E of 2x4 DF No,I&Btr WEBS 2x4 DF Stud/Std BOT CHORD WEBS REACTIONS. (Ib/size) 2=2058/0-5-8 (min. 0-2-3), 9=2289/0-7-12 (min. 0-2-7) Max Horz2=-160(LC 10) Max UPIif12= 152(LC 12), 9=-164(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, TOP CHORD 2-16--3157/263,3-16--29901288 3-17=-2366/266,4-17=-20691295,4-18=-18031294, 18-19= 1803/294,19-20=-1803/294,20-21= 1803/294,5-21=1803/294,5-22=-1955/284, 6-22--2252/255,6-23=-206/681,7-23=-224/355 BOT CHORD 2-15=-147/2558, 14-15=147/2555, 13 -14= -14712555,13 -24= -40/i897,12 -24=-40/1897I 11-12=-106/1983, 10-11=- 106/1983,9-10=-105/1984,7-9=434/280 WEBS 3-15=0/303,3-13=-775/136, 4-13=-51612,4-12=-3981193, 5-12=0/412,6-12=.265/118, 6-9=-3083/424 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 207 lb FT=0 Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-2-9 max.): 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-9. 1 Row at midpt 3-13,4-12,6-12, 6-9 MiTek recommends that Stabilizers and required cross—bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=42psf; h=25ft; B=45f ; L=40ft; eave=5f1; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6.14 to 2-5-2, Interior(1) 2-5-2 to 16-0-0, Exterior(2) 16-0-0 to 29-7-14, Interior(1) 29-7-14 to 41-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 (all by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except flt=lb) 2=152, 9=164. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard �� TYPe Ply I Fullerl0/WD)RP --- I H6 Hip 1 1 5x6 = 5x8 M18SHS= Scale =1:79.3 4x8 = 2x4 11 u.v 3x8 M18SHS H 3x4 = 6x8 = fi 5 8 5 2 5 8 18-0-0 22-0-0 1 29-8 8 3q 4 0 34 8 7 40-0.0 Plate Offsets (X,Y)- [2:0-3 - , , : r -o -a u --a 4-6-7 0.1-12,0-1-Bj[60:0-3-3,0-1-8],[12:0-1-12,0-1-8],[14:0-fi-4,0-4.4 ],[15:0-1-8,0-2-0],:0-3-00-2-0 -2-00-0-811200-3-40-2-01[180-5-8,04-0],[190 1,[7:0-4-0,0-1-11],[90-3-0,0-3-0],[1 BRACING - TOP CHORD BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr *Except* LOADING (Pat) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 C=0.90HO�JL) In floc) I/defl IJ PLATES GRIP TCDL 8.0 Lumber DOL 1.15 TO) B) -0.1016-18 >999 360 -0.1816-18 240 MT20 220/195 BCLL 0.0 ' Rep Stress Incr YES W) >999 0.05 13 n/a n/a M188HS 220/195 BCDL 8.0 Code IRC2012frPI2007 ML) -0.03 2-20 >999 240 Weight: 2381b FT=O% LUMBER- TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr BRACING - TOP CHORD BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr *Except* 82: 2x4 OF Stud/Std BOT CHORD WEBS 2x4 OF Stud/Std WEBS REACTIONS. (Ib/size) 2=1427/0-5-8 (min. 0-1-10), 13=2920/0-5-8 (min. 0-3-2) Max Horz 2=178(LC 11) Max Upliff2=-107(LC 12), 13= 209(LC 12) Max Grav 2=1525(LC 21), 13=2920(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-2204/67, 3-21=-2071/91, 3-4= 1870/74, 4-5=-1739/96, 5-6=-1145/108, 6-7=-584/97, 7-22=-677/71, 8-22=-707/42, 8-9=-584/1675, 9-23=290/885, 10-23=-301/749 BOT CHORD 2-20=0/1767, 5-18=0/575,17-1 8=0/1 511, 16-17=0/1509, 16-24=0/873,15-24=0/873, 14-15=-1309/643,13-14=-2897/602, 8-14=-2699/598,10-12=- 655/331 WEBS 18-20=0/1657, 3-18=326/108, 5-16=-940/127, 6-16=-64/739, 6-15= 755/153, 7-15=-523/142,8-15=-423/2028,12-14=-616/378, 9-14=-754/343, 9-12=200/268 Structural wood sheathing directly applied or 4-1-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. Rigid ceiling directly applied or 3-10-4 oc bracing. Except: 1 Row at midpt 8-14 1 Row at midpt 5-16,6-15. 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25it; B=45ft; L=40f ; eave=5f ; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 2-5-2, Interior(1) 2-5-2 to 18-0-0, Exterior(2) 18-0-0 to 22-0-0, Interlor(1) 27-7-14 to 41-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=107, 13=209. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVIPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 0 rues - �Tmbs Type Cry 81733-17 H] Red Special GRIP Snake River Truss a Components, beho Falb, ID 83401, Robin Petling,1l - Run: 8,120 s A TC 0.57 6-5 -9 6-5-9 T 12-5-8 5-11-15 + ID:c8fPeXc/ 20-0-0 24-94 7-6 4-9-0 Lumber DOL 1.15 BC 0.92 Venji-) -0.391445 >913 240SHS 5x6 I: Ply Fullerlo/13(ID1RP 4x6 = 2x4 I I 3x8 M18SHS 11 3x4 = 6x8 = 8-5-9 72.5-8 20.0-0 29-8-8 3 0 34.8.7 40-0-0 Scale =.1:80.3 Plate Ogsets (X,V)-- [1:0 -3 -3.0-1-81,[2:0-1-12.0-1-81,[4:0-2-8,0-2-0],[6:0-1-8,0-1-8],[9:0 118:0-2-0.0-0-81 -1-12,0-1-8], [10:0-3-3,0-1.8], [12:0-1-12,0-1-8], [14:0-2-12,Edge], [17:0.5-12,0-4-0J, LOADING (psf) -,[19:0-2-0,0-2-0] SPACING- 2-0-0 CSI. DEFL. In (loo) I/defl UdFPLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.22 14-15 >999 3600 TCDL 8.0 Lumber DOL 1.15 BC 0.92 Venji-) -0.391445 >913 240SHS 220/195 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.8888 Horz(TL) 0.07 13 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.04 1-19 >999 240 Weigh[: 2261b FT=O% TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr BOT CHORD 2x4 DF 180OF 1.6E or 20 DF No.1 &Btr *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=1267/0-5-8 (min. 0-1-8),13=2925/0-5-8 (min. 0-3-2) Max Horz 1=-194(LC 10) Max Upliftl= 59(1_C 12), 13=-211(LC 12) Max Grav 1=1324(LC 21), 13=2925(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 1 Row at mil 4-15,5-15 2 Rows at 1/3 pts 6-14 Mll recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten, -All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-21160/92.2-20=-1981/1106, 2-3=-1791/80, 3-4=-1563/102,4-21 =- 889/84, 5-21=-714/101, 5-22=-663/110, 6-22=-727/92, 6-7=-487/1607, 7-8=-545/1614, 8-9=-563/1425,9-23=-2891875, 10-23=-2991742 BOT CHORD 1-19=-7/1733, 4-17=0/608, 16-17=0/1477, 15-16=0/1474, 15-24=-226/363, 24-25=-226/363, 14-25=-226/363,13-14. 2902/580,7-14=-448/116,12-13=-288/0,10-12=-646/328 WEBS 17-19=-1/1594.2-17=-343/119, 4-15=1097/142, 5-15=-173/354, 6-15=-164/900, 6-14=-25491519,12-14=.5071384,9-14=-730/336 NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=42psf; BCDL=42psf; h=25ft; B=45ft; L=408; eave=5ft; Cat. ll; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-2-12 to 4.2-12, Interior(1) 4-2-1210 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jolnt(s)1 except flt=lb) 13=211. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 30b 81733-U jTruaa HB —was Roof Special Ory Ply Fullerl0/130mRP 5 1 1 I/deft Ud Job Reference (optional) Run: 8.120 s Auee 152017 Pr m: 8.120 s AAuugp 15 2017 h9Tek Industries, 1110. Fd Oat 13 1031:10 2017 Pa6e i ID:c8fPeXcANcndJo0tMC4RFyU6AR-mSzrfAHknrs8M7AJDLC2cGUWBcizVkXMowxgLgy Snake Rrver Tmss 8 Components, ItlaM Falls, ID 83401, Robin Peflin9ill _ TC 0.45 6-1-7 12-0-11 18.0-0 rrAl 22-9-4 27-6=8 32-6-7 38-0-0 9-6-0 4-9.4 4-9-4 4-71-15 5-5-9 kl b-0' 6-1-7 5-11-5 5-11-5 5x6 = Scale =1:74.6 3x8 M18SHS I I 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.1814-15 >999 360 TCDL 8.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.3414-15 >977 240 BCLL 0.0 ' Rep Stress Incr VES WB 0.85 Horz(TL) 0.04 13 n/a n/a BCDL 8.0 Code IRC2012/1PI2007 Matrix -R Wind(LL) 0.04 1-17 >999 240 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bit BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bit WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=1148/0-5.8 (min. 0-1.8), 13=2840/0-5-8 (min. 0-3-0) Max Herz 1=186(LC 10) Max Uplift -1-50l 12), 13= 209(LC 12) Max Grav1=1209(LC 21), 13=2840(LC 1) PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 207 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 1 Row at mitlpt 4-15,5-15 2 Rows at 1/3 pts 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-1838/89, 2-18=-1623/103,2-3=-1526/86, 3-4=-1315/109,4-19=-747182, 5-19=-621/105,5-20= 591/108,6-20= 665/90,6-7=-49011609, 7-8=-54611615, 8-9=-564/1426, 9-21=-289/874, 1021= 299/733 BOT CHORD 1-17=0/1482, 17-22=0/1050, 16-22=0/1050, 16-23=0/1050, 15-23=0/1050, 15-24=-240/362, 24-25=-240/362,14-25=-240/362,13-14=-2817/582, 7-14=-436/113,12-13=-270/0, 10-12=-645/328 WEBS 2-17=-418/131, 4-17=-30/539,4-15=-786/147, 5-15=-184/368, 6-15=-155/825, 6-14=-2466/523,12-14=.508/382, 9-14= 730/337 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst BCDL=4.2psf; h=25ft; B=45h; L=38ft; eave=5lt; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-2-12 to 4-0-6, Interior(1) 4-0-6 to 18-0-0, Exterior(2) 18-0-0 to 21-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' 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 = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (It=lb) 13=209. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Llj" fi 'Truss Type- IGIy P�Fullerl0T113(101RP733-17 H9 Roofspecial '11__ _ l _ Job Reference 0 tlonal)nake River Truss 8 components, dates Falls, l0 83401, Robin Petlingill Run: U..12b S AU915 2017 Print: 8.120 s Aua 15 2017 Wok Industries. Inc. Fn rmt 191nat 11 vni7 o,,.. 5x6 — unu — 13 /xe - IL 2x4 11 3x4 9-3.10 18-0-0 27-6-2 275-8 32-8-7 4 -1 -?1 38-0-0 7. Scale =1:78.1 Plate Oflsets(XYI-- [110-0-10.0-1-11,[110A-4,0-6 [1:0-3-20-1-01 [9:0-1-120-1-81 (10:0-3-3.0-1-8] [72:0-1-120-1-81 [140.2-12 Edoel TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. LOADING (psi) SPACING- 2-0-0 Rigid ceiling directly applied or 4-8-10 oc bracing. CSI. DEFL. in (loo) I/defl Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.1814-15 >999 360 Installation guide. MT20 220/195 TCDL 8.0 Lumber DOL 1.15 Max Uplift All uplift 100 Ib or less at joints) 1, 13 except 12=148(LC 13) BC 0.47 Vert(TL) -0.37 1.17 >900 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.05 13 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.05 1-17 >999 240 Weight: 207 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2X4 DF No.t&Btr BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 2x4 OF Stud/Std WEBS 1 Row at midpt 4-15,6-14 WEDGE Left: 2z4 DFStud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 6-7-0 except at -length) 1=Mechanical. Installation guide. (Ib) - Max Horz 1= 186(LC 10) Max Uplift All uplift 100 Ib or less at joints) 1, 13 except 12=148(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 1=1315(LC 1), 13=1798(LC 1), 13=1798(LC 1), 12=1078(LC 22) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-2062/166, 2-18=-1916/180, 2-3=1740/159, 3-4=-1605/182, 4-19=-941/141, 5-19=810/164, 5-20=-720/162, 6-20=-904/143, 6-7=-26/616, 7-8=-95/630, 8-9=-98/441, 9-21=297/870,10-21=-307/729 BOT CHORD 1-17=-50/1687, 17-22=0/1234, 16-22=0/1234, 16-23=0/1234, 15-23=0/1234, 15-24=0/486, 24-25=0/486,14-25=0/486,13-74= 1778/137,7-14=-429/108,12-13= 251/0, 10-12=-641/334 WEBS 2-17=-439/129, 4-17=-27/557, 4-15=-800/144, 5-15=-57/411, 6-15=0/521, 6-14=.1714/163 12-14=-528/340, 9-14=- 159/392,9-12=-846/241 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psi; BCDL=4.2psf; h=25ft; 8=45h; L=38ft; eave=5ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 16-0-0, Exterior(2) 18.0-0 to 21-9-10 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = B.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13 except (jt=lb) 12=148. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/ 131 1. LOAD CASE(S) Standard J� russType Dly Ply Fullerl0/13(IDIRP — _- --- -- IB1733-17 H10 Rool SPa0lal 1 1 Snake Rrcer Trues 8 Components, Itleho falls, ID 83401, RO6in Penin ill - - - I-- 10b Relefence _(Optional) 9 Run: 8.120 s Au6615 2017 Print 8.120 s AAup 15 2017 M,Tek Intlustries, Inc. Ftl Cc1131031:12 2017 Pag9e 1 D:cBf PeXCAVOcndJo01Mo4RFyIJ6AR-ig4b4sl_JSBvcOJhKmFWhhagYPNezdffGEOmOiy7rAj 5-67 10.1041 163-0 18-0-0 22-0-0 28-814 i. 35.5-12 39.0.0 139-6q 5-8-7 5-4-5 40-0 8-8-14 6-8-14 2-6-4 1-6-0� 4x8 9 0 0 10 o S 11 [y o 13 123x6 o 44 = 2x4 II S67 141611 1860 2200 2&614 35312 1 X3665 5&] 5-45 54-5 560 fi4114 66-14 ] Scale = 1:80.6 Plate Offsets (X,V)-- 1014 [1:0-6 2,0 1 4],[1.0-1-1,0-0-101, [2.0-3-0.0-3-0], f; i'dw 31 ;l : I : l;;; l i: l:;l; [12:0-2-0,0-1-8],[14:0-3-0,0-1-12],[16:0-5-8,0-3-12], 18:0-2-12 OJ=2-0],[19:0-3-0 0-3-01 5x6 - SPACING- 2-0-0 CSI. DEFL. 4x6 5 Well Ud 7.00 FIT TCLL 35.0 TCDL 8.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 4 � 2x4 11 >999 360 21 BCLL 0.0 ' 6 BC 0.51 WB Vert(TL) 3x4 >869 240 BCDL 8.0 3 T 0.94 Matrix -R W 0.27 12 0.0815-16 >999 5x6 4 Weight: 220 Ib FT=O% 3x4 7 2 \ 3x6 20 e \ Q 0 1 15 e 5x14 = c X16 14 5x6 = 19 18 17 5x8 =4x6 c 3.00 12 5x8 = 4x12 = 2x4 11 4x8 9 0 0 10 o S 11 [y o 13 123x6 o 44 = 2x4 II S67 141611 1860 2200 2&614 35312 1 X3665 5&] 5-45 54-5 560 fi4114 66-14 ] Scale = 1:80.6 Plate Offsets (X,V)-- 1014 [1:0-6 2,0 1 4],[1.0-1-1,0-0-101, [2.0-3-0.0-3-0], f; i'dw 31 ;l : I : l;;; l i: l:;l; [12:0-2-0,0-1-8],[14:0-3-0,0-1-12],[16:0-5-8,0-3-12], 18:0-2-12 OJ=2-0],[19:0-3-0 0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loo) Well Ud PLATES GRIP TCLL 35.0 TCDL 8.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.2815-16 >999 360 MT20 220/195 BCLL 0.0 ' Lumber DOL 1.15 Rep Stress Incr YES BC 0.51 WB Vert(TL) -0.4914-15 >869 240 BCDL 8.0 Code IRC2012/TP12007 0.94 Matrix -R Horz(TL) Wind(LL) 0.27 12 0.0815-16 >999 240 Weight: 220 Ib FT=O% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.t&Btr'Except* B3: 2x4 OF Stud/Std WEBS 2x4 OF Stud/Std *Excel WEDGE W 7, W 11: 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr Lett: 2x4 DF Stud/Std BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. WEBS 1 Row at mldpt 4.15 Mil recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1793/Mechanical, 12=2212/0-7-0 (min. 0-2-6) Max Horz 1=-186(LC 10) Max Upliftl=97(LC 12), 12=162(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-3048/233, 2-20=-2874/246, 2-3=-2526/247, 3-21=-2390/233, 4-21=-2247/243, 4-5=-1862/202,5-6=-3284/311,6-7= 3336/220,7-8= 3487/212,8-9= 3655/197, 9-10=-242/581 BOT CHORD 1-19=-110/2483,18-19=.l 10/2481, 4-16=-52/457,15-16=0/2015,14-15=-82/3132, 13-14=-214/325,12-13=-2244/307, 9-13=-2122/253,10-12=-430/251 WEBS 2-18=-501/95, 3-18=-278/9,16-18=-33/2122,3-16=-305/109, 4-15=-671/137, 5-15=-231/2558, 6-15=-485/146, 7-15=-403/91, 7-14=366/107, 9-14=-304/3199 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2pst; h=25ft; 8=45ft; L=38tt; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 18-0-0, Exterior(2) 18-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=lb) 12=162. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard o _ rues—TrussType et 733-17 H11 Iii Roof Special Snake RNer Truss & Components, I6aho Falls, 10 83401, Robin Peflingill --- 0 5x6 = Oty Ply Ful1er10/13(1D)RP Scale = 1:72.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loo) /deft Ud TOLL 35.0 Plate Grip DOL 1.15 TO 0.87 Vert(LL) -0.4210-12 >999 360 TOOL 8.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.7510-12 >602 240 BOLL 0.0 ' Rep Stress Incr VES W8 0.48 Horz(TL) 0.44 8 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.1310-12 >999 240 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr *Except* B2: 2x4 OF Stud/Std WEBS 2x4 OF Stud/Std'Except- W3,W5:2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr OTHERS 2x4 OF Stud/Std WEDGE Lett: 2x4 OF Stud/Std SLIDER Right 2x4 DF Stud/Std 3-9-5 PLATES GRIP MT20 220/195 Weight: 201 lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12 FMira' recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=1918/Mechanical, 8=2083/0-6-4 (min. 0-2-4) Max Horz 1-1 86(LC 10) Max Upliffl=-106(LC 12), 8= 158(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-3231/247, 2-16=-3059/264, 2-3=-2838/267, 3-4=-2272/232, 4-17=-3691/315, 5-17=-3840/299, 5-6=-4848/379, 6-7=-4997/352, 7-18=-4996/336, 8-18=-5125/325 BOT CHORD 1-15=-112/2626, 3-13=-6/254, 12-13=-12/2383, 11-12--91/3709, 10-11=-105/3692, 8-10=-234/4398 WEBS 13-15=-116/2568,2-13= 464/116,3-12=-664/122,4-12=-189/2833,5-12= 787/174, 5-10=-95/823, 6-10=-380/122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; B=45ft; L=38ft; eave=5tt; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 18-0-0, Exterior(2) 18-0-0 to 21-9-10 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11o) 1=106, 8=158. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard 0 Truss -Truss Type Qty Ply Fullerib/tb(IOIRP -- — — B1]33-1] H12 TCLL 35.0 TCDL (Roof Special 1 1 River TmssBComponenls, beho Felt, ID834o1, Robin PeBingill _ Job Reference (optional)Snake - Run:8.1205 Aug 152017Pin1.8.120 "L% 152017 Wel, Industries, Ina Fn Oc11310:31:142077 —Pag9el ID:cefPeXcAVOcndJoOtMc4RFyU6AR-fDCLVXKEg4MdrkT4SBH_m6166D PRityjVvtUby7rAh 8.0 8-2-9 123-0 18-0-0 24-6-0 31-0-1 38-0-0 p9-6-0 Vert(TL) 6-2-9 6-0-7 5-9.0 _ 6-6-0 6-6-0 6-11-15 r1-6-0 0 5x6 = 7.00 12 Scale = 1:76.0 5x6 = 6x8 = LOADING (pit) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Ud PLATES GRIP TCLL 35.0 TCDL Plate Grip DOL 1.15 TC 0.84 Vell(LL) -0.4311-13 >999 360 MT20 220/195 8.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.8813-14 >515 240 BCLL 0.0 ' Rep Stress Incr VES WB 0.39 Horz(TL) 0.45 9 Na n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.1311-13 >999 240 Weight: 1931b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. i&Bir TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 20 DF No.1 &Btr *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 32: 2x4 DF Stud/Std 6-0-0 oc bracing: 15-16. WEBS 2x4 DF Stud/Std'Except* WEBS 1Row at midpt 4-13 W3,W5: 2x4 DF 1800E 1.6E or 2x4 DF No. 1&Bir OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, In accordance with Stabilizer Left: 2x4 DF Stud/Std Installation guide. REACTIONS. (Ib/size) 1=1919/Mechanical, 9=2082/0-5-8 (min. 0-2-2) Max Herz 1=-186(LC 10) Max Upliftl=-106(LC 12),9= 158(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-17=-3262/252, 2-17=-3089/266,2-3=-2868/242, 3-4=-2733/264, 4-18=-2370/216, 5-18=-2140/232,5-19=-37011310,6-19=-3841/294, 6-7=-4810/387,7-8=4952/362, 8-20=-5118/361, 9-20=-5261/335 BOT CHORD 1-16=-122/2662, 15-16=-75/259, 13-14=-41/2463, 12-13=-90/3722, 11-12= 104/3705, 9-11=-246/4507 WEBS 14-16=-50/2413, 2-14=-416/104, 4-13=-660/126, 5-13=-166/2754, 6-13=-788/172, 6-11= 105/890,8-11=-397/126 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 18-0-0, Exterior(2) 18-0-0 to 21-9-10 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 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) ' 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=106, 9=158. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard [JOSTruss Type -- TW— -IPIy- —F- 116 IIB - - — --- — — 1]33-17 H13 Roof Speoal 11 1 Job Reference o tiona0 Snake RNer Truss &Components, Idaho Falls, ID 83401, Robin Peningill Runi 8.1205 Au99152017 Print: 8.1205 Auee 15 2017 hl7ek lntlustres, Inc. Fn Oct 1310:31:15201] Pag9e el - 5.3 -5 53-5 10.4-8 18-0-0 22-0.0 i 7-2-0 32-4.1 38-0-0 39-6.0 5-3-5 54-3 7-7-8 4-0-0 5-2.0 5-2-0 5-7-15 1-6 0 5x8 = Scale = 1:72.1 4 19 7.00 12 46 16 5 46 3 3x4 O WS 6 5x6 Glit W3 3x8 2 7 6 20 17 8 13 WI 14 5x10 MT20HS= 0 12 8 20 c 0 3x8 5x6 = 3x8 M18SH8 3x41 9 o m 6 5 v 3.00 12 10I¢ q 2x41i 6x8= 4x8 5.3.5 10-4-8 18-0-0 22-0-0 5-3-5 5-i-3 29-9.0 38-0.0 +—� _ 7-7- 8 _ 4-0-0._ 7-9-0 8-3-0 Plate Offsets (X Y)-- ry:0-6-20-1-41 [1:0-1-10-0-101 (2:0-3-00-3-01 (5'0-2-00-2-01,[9:0-0-14 Edgel [11:0-1-40-1-81 f13:0-4-80-3-0],[140-1-15,0-1-8 [15:0-1-80-2-8j LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loo) I/defl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.45 TCOL 11-13 >999 360 MT20 220/195 8.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.8211-13 BCLL 0.0 ' >550 240 MT20HS 165/146 Rep Stress Incr YES WB 0.81 Horz(TL) 0.48 BCDL 8.0 Code IRC2012ITP12007 Matrix 9 n/a n/a M188HS 220/195 -R Wind(LL) 0.1311-13 >999 240 Weight: 193 Ib FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr *Except* BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. Except: 02: 2x4 DF Stud/Std 6-0-0 oc bracing: 3-15 WEBS 2x4 DF Stud/Std WEBS 1 Row at mldpt 3-14, 5-14 WEDGE Left: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=1919/Mechanical, 9=2082/0-5-8 (min. 0-2-2) Installation guide. Max Horz I=-1 86(LC 10) Max Uplift1=-106(LC 12), 9=-158(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=3283/255, 2-17=-3108/267, 2-3=-2808/267, 3-18=-2592/238, 4-18=-2420/254, 4-19=-2450/259, 5-19=-2453/242, 5-6=-3864/275, 6-7=-4775/336, 7-8=-4886/324, 8-20=-5148/373,9-20=5267/351 BOT CHORD 1-16=-12912680,15-16=-130/2677, 3-15=-272/52.5-13=-56/2179,12-13=-151/4038, 11-12=-160/4021, 9-1 1=-265/4512,14-15= 74/2450,13-14=-31/3359 WEBS 2-15=-426/84,3-14=-484/134, 4-14=-132/1841, 5-14=2145/132, 6-13=748/136, 6-11=-7/472, 8-11= 309/111 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45h; L=38ft; eave=5f ; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-10-6, Interlor(1) 3-10-6 to 18-0-0, Exterior(2) 18-0-0 to 21-9-10 zone; cantilever left and right exposed ; and vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 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 1001b uplift at joint(s) except (]t=lb) 1=106, 9=158. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard `Job- - rusT s Trus ys pe- - Oly Ply F Imnon3U01RP - - - - - B1]33-1] H14 Roof Special 2 1 __ _ _I___ Job Ra 15 2017 Snake River Tmss 8 Components, Idaho Falls, ID 83401, Robin Pellingill - - Run: 8.120 s Aug 15 201] Print, 8 120 s AugAueg 15 201 ]MiTek IntlusVes Imo. fd Oct 1310 31:162011 Page i ID:cBfPeXcAVOcndJoDlMc4RFyU6Af1-bcK6wDLUMhcL42dTZcJSrXkSblhhvRLFBsO_ZTy7rAf 4.5.8 10-2-12 16-0A 20-0-0 27-9-0 36-0-0 37-6-Q 4-5-8 5-&4 5.9-0 4-0-0-0-0 - 7-9-0 8-3.O 1-6-p 5x6 = Scale =1:71.1 7.00 12 3x4 22 44 6 23 3x8 r 2-0-0�� 4-Se+_11-2-12 16-0.0 20-0-0 27-9-0 36-0-0 2-0-0 2-5-9 5-9.4 s-gd x.n.n -- Plate Offsets (X Y) -_j4:0-1-12 \ 18:0-1-12 0-1-81 19:0-0-10 Edoel 3x6 1 48% 3x6 A� 0 end verticals. 7 3x4 203 V7� WEBS W11 8 2 DEFL. in (loc) I/defl Ud 4x6 G GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.3311-13 >999 360 19 ®] TCDL 8.0 Lumber DOL 1.15 15 14 5x6 = 12 BOT CHORD Vert(TL) -0.6211-13 4xs c 240 WEBS 3-18=-l913/i66,3-16=-8i 4-16=-597/58, 5-15=-124/1471, 6-15=-2004/127, 16 3x8 = 5x6 WB� 11 0.96 3.00 12 0.39 9 pxII n/a 3x4 BCDL 8.0 Code IRC2012/TPI2007 19 18 17 Mai Wlnd(LL) 0.0911-13 2x4 11 3X4 = 5x6 = 240 Weight: 201 lb FT=0% 23 3x8 r 2-0-0�� 4-Se+_11-2-12 16-0.0 20-0-0 27-9-0 36-0-0 2-0-0 2-5-9 5-9.4 s-gd x.n.n -- Plate Offsets (X Y) -_j4:0-1-12 0-1.81 I6:0-0-12 0-2-0 18:0-1-12 0-1-81 19:0-0-10 Edoel 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr'Except' TOP CHORD f13.0-2-8 0-3-0] T4: 2x4 DF 240OF 2.0E end verticals. BOT CHORD LOADING (pat) SPACING- 2-0-0 WEBS CSI. 1 Row at midi 6-15,8-13 OTHERS DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.3311-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.76 BOT CHORD Vert(TL) -0.6211-13 >653 240 WEBS 3-18=-l913/i66,3-16=-8i 4-16=-597/58, 5-15=-124/1471, 6-15=-2004/127, BCLL 0.0 ' Rep Stress Incr YES 6-13=0/1818, 8-13=-1 148/184, 8-11=0/314 WB 0.96 Horz(TL) 0.39 9 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Mai Wlnd(LL) 0.0911-13 >999 240 Weight: 201 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T4: 2x4 DF 240OF 2.0E end verticals. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midi 6-15,8-13 OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 18=1922/0-5-8 (min. 0-2-1),9=1867/0-5-8 (min. 0-1-15) Installation guide. Max Horz 18=222(LC 10) Max Uplift18=-140(LC 12), 9=-143(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1906/173, 4-21=-1967/182, 5-21=-1833/204,5-22=-1916/216, 6-22=-1933/201, 6-7=-3051/196, 7-8=-3234/166, 8-23=.4403/275, 9-23=-4566/243 BOT CHORD 17-18=0/729, 16-17=-2/760, 15-16=0/1598, 14-15=0/2710, 13-14=0/2724, 12-13=-153/3884, 11-12=-161/3867,9-11= 162/3892 WEBS 3-18=-l913/i66,3-16=-8i 4-16=-597/58, 5-15=-124/1471, 6-15=-2004/127, 6-13=0/1818, 8-13=-1 148/184, 8-11=0/314 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; B=45tt; L=36h; eavri Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-1210 3-8-15, Interior(1) 3-8-15 to 16-0-0, Exterior(2) 16-0-0 to 19-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.01 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. 5) Bearing at joints) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joints) except Qt=1b) 18=140, 9=143. 7) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Qty Ply FU rJoti Iler10113(ID)RP -- Bi733-17�H75 Hip 1 1 Job Reference (optional) Snake River Truss 8 Components, Maho Falls, l0 83401, flabin Pellingill Run 8.120 s Aug 15 201] Print' 9.120 s Aug 15 2017 MiTek rd uWies, Inc. Fri 0.11310:311-12017 Par W-- ID W 7%SwyAe 4-5-8 9.2.12 14-0-0 18-0-020-0-0 27-90 36-0-0 137"6"0 456 1 494 494 400 --'-2-6-0 790 830 1601 5x6 = 5x6 5'18 6 4x4 7.00 12 7 3x44 W I 1 e 22 Scale =1:70.0 3x6 O 3x4 % 21 / �� W 8x8 Q 203 \\W\\ti,\� 2 8 4x8 � 2 W *513 3 B15 t4 x6 = 1 18 3x6 = 12 23 c 1. 3x4 ; 3x8 = 5x6 WB = 11 g 3.00 12 2x4 11 101. 19 18 7 3x8 c 3x4 = 2x4 11 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert( CL) -0.33 11-13 >999 360 MT20 220/195 TCDL 8.0 I Lumber DOL 1.15 BC 0.77 Vert(TL) -0.6211-13 >653 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.39 9 n1a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.0911-13 >999 240 Welght:2101b FT=O% LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and T5: 2x4 DF 2400F 2.0E 2-0-0 oc purlins (4-7-1 max.): 5-6. BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at mldpt 4-17, 7-14.8-13 OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auitle. REACTIONS. (Ib/size) 18=1922/0-5-8 (min. 0-2-1), 8=1867/0-5.8 (min. 0-1-15) Max Horz 18=-203(LC 10) Max Uplift18=-140(1-C 12), 9=-143(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-21=-967/165,4-21=-754/167, 4-5=-1976/231, 5-6=-2025/240, 6-7=-24341285, 7-22=-3032/248, 8-22=- 3231/234,8-23=-4389/327,9-23=-4555/296 BOT CHORD 17-18=0R25,16-17=-3/1501, 15-16=0/1670,14-15=0/1684,13-14=-6/2718, 12-13=-19913864,11-12=-20713850, 9-11=-207/3881 WEBS 3-18=-1945/158,3-17=0/895, 4-17=-1329/74, 4-16=0/416, 5-16=-258/99, 5-14=-37/855, 6-14=-115/1011,7-14=-1983/157,7-13= 9/1795,8-13=1131/185,8-11=0/315 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat, ll; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 14-0-0, Exterior(2) 14.0-0 to 18-0-0, Interior(1) 23-1-2 to 37-6-14 zone; cantilever left and right exposed ; end vertical left and right exposer) for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except 01=1b) 18=140, 9=143, 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI?PI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Prib�IT'ruas buss Type 161733-17 H 6 JRool Special Snake River Twits 8 Components, Idaho Falls, Ip 83401, Robin Pefintli l — Qty Ply FUIlar10/13(11RP 1 1 _ IJobReferenceo tional 11 Run: 8.120 s AUg 15 2017 Print: 8.120 s /ug 16 2017 MTek lndWries, ln¢ Fri 0c1131031:16 201] P g' ID'c8fP X AVO dJ /S 4-5-8 8-11-12 13-6-0 75-0- 20-0-0 - e c c276o00tM04RFyU6 R-X_SsLvNluIs2'ILnrhlMwwYgn_gMUNL2YeAt5dMyTrAd As � - 36-0-0 7-6.0 4-6-4 4-6-4 1.6-0 5-0-0 7-9-p 1 83-0 5x6 = 6x8 = 5x8 MI8SHS= Scale =1:69.5 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=251b B=45h; L=36th eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3.8-15 to 13-6-0, Exterior(2) 13-6.0 to 23-7-3, Intern 23-7-3 to 37-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwricurrent 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) 8 considers parallel to grain value using Al 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 100 Ib uplift at joint(s) except (jt=1b) 17=140, 8=143. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 7.00 12 3x4 9 20 3 21 6' 22 3x8 \ Wj(I\ 1 6x8 2 \\ W12 7 46 G 19 \ ` 1m9 1 12 13 3 � m 5x8 14 =\ 11 o 3x6 = 23 0 3xBc 5x6 WBa 10 Im I - 15 3.00 12 8 2x4 I, n 18 17 78 3x4 = 9 I� 2x4 11 3x4 - 5x6 = 3x8 c 2-2.124.5-8 F 8-11-12 + 15-0-0 20-0-0 2-2-12 1 2-2.12 4-6.4 27-9.0 36.0-0 6-0-4 plate Offsets (X V)--Edoel f60-5-00-2-4] 5-0-0 7:0-4-00-3-41 7 [8:0-040 Edae 12:0-2-80-2-12 14:0-2-0,0-1-8 LOADING (pst) TCLL 35.0 SPACING. 2-0-0 Plate Grip DOL 1.15 CSL DEFL. in (loo) /deft Ud PLATES GRIP TCDL 8.0 Lumber DOL 1.15 TC 0.91 BC 0.78 Vert(LL) -0.32 10-12 >999 360 MT20 220/195 BCLL 0.0 ' Rep Stress Incr YES INS 0.94 VOR(TL) Horz(TL) -0.5910-12 >679 240 0.38 8 M18SHS 220/195 BCOL 8.0 Code IRC2012RPI2007 Matrl%-R Wind(LL) Na n/a 0.0910-12 >999 240 Weight: 205 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr *Except* TOP CHORD T5: 2x4 DF 240OF 2.0E Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. I&Btr 2-0-0 oc purlins (3-7-11 max J: 5-6. BOT CHORD WEBS 2x4 DF Stud/Std Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Stud/Sttl WEBS 1 Row at midP t 5-14,7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 17=1922/0-5-8 (min. 0-2-1),8=1867/0-5-8 (min. 0-1-15) Installation guide Max Horz 17=-199(LC 10) Max Upliftl7=-140(LC 12), 8=-143(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1763/187, 3-20=-20041202,4-20=-1828/219, 4-5=-2277/269,5-21=-2683/241, 6-21=-2683/241,6-22= 3093/236,7-22=-3268/211,7-23=-4379/304,8-23=-4547/272 BOT CHORD 16-17=0/701, 15-16=-1/729, 14-15=0/1487, 13-14=0/2068, 12-13=0/2080, 11-12= 179/3860, 10-11=-187/3843,8-10=-187/3872 WEBS 2-17=-1887/177, 2.15=-191953,3-15=-688/62,3-14=-30/406, 4-14=-171/1791, 5-14=-2009/177,5-12=-43/1029,6-12=0/935,7-12=-1080/184, 7-10=0/314 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=251b B=45h; L=36th eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3.8-15 to 13-6-0, Exterior(2) 13-6.0 to 23-7-3, Intern 23-7-3 to 37-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwricurrent 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) 8 considers parallel to grain value using Al 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 100 Ib uplift at joint(s) except (jt=1b) 17=140, 8=143. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Tmstivi y 0 Cry Ply Fullerl0/13(10)RP B1733-17 -H17 ROOFSPECIAL 1 1 _ _ mob Reference opt Sna4e River TNae & Components, Idaho Falls, to 83401, Robin Peningill qun: 9.120 s A66152017 Print: 8.125 s Nn 152n1, Scale = 1:69.5 .-�-� 5x6 = 5x6 = 4 5 7x10 MT20HS= T 5x8 M18SHS= 3x4 = 7.00112 3x4 6 7 22 3 2x4 II W 23 3x6 2 I Nr 9 3x4 0 2 W 4 W 0 4x6 % 21 15 ,J W2 16 15 6 14 \ T t6 17 5X(3= 5x10 4 MT20HS= 24 ,4n B 3x4 =4x8 2x4 II 13 = 2x4 [I 121.} 20 19 2x4 11 5x8 = 3.00 12 3x8 c 1". m -u -u 14-U- 1]-0-0 84- 21-70-8 28-9.0 38-0-0 4-2-0 0- -8 _ 8-6-8 -0- 3-0-0 -1- A -9n a.1n.a z? LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl -1d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.2913-14 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 SC 0.67 Vert(TL) -0.5413-14 >705 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr VES WB 0.81 Horz(TL) 0.36 11 n/a n/a M18SHS 220/195 BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.0813-14 >999 240 Weight 226 lb FT=O% LUMBER. BRACING. TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr end verticals, and 2-0-0 oc purlins (4-0-11 max.): 4.5, 6-8. WEBS 20 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 1 Row at midpt 3-19,6-17 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ouide REACTIONS. Maxize) 11=-194(L-5-8 (min. 0-1-12),19=2053/0-3-8 (min. 0-2-3) MaHorz 19=194(LC 10) Max Uphill 1=-I KILO 12), 19=-1 fil 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-58/266, 2-3=-48/253, 3-22=-1510/150, 4-22=-1410/166, 4-5=-1367/181, 5-6=-1657/193, 6-7=-2545/213, 7-8=-2562/212, 8-23=-2917/211, 9-23=2946/196, 9-10= 3083/186,10-24= 4045/276,11-24. 4193/253 BOT CHORD 18-19=0/887, 17-18=0/1246, 16-17=0/2389, 15-16=0/2381, 14-15=0/2550, 13-14=-170/3561, 11-13=-170/3568 WEBS 2-19=-409/121, 3-19=1925/135, 3-18=0/628,4-18=-397,72, 4-17=-1011931, 5-17=-69/637, 6-17=-2089/152, 6-15=-39/991, 7-15=-412/61, 8-14=-9/1047,10-14=-931/166,10-13=0/283 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterlor(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 13-0-0, Exlerlor(2) 13-0-0 to 14-0-0, Interior(1) 17-0-0 to 37-6-14 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 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 1001b uplift at joint(s) except (jt=1b) 11=132, 19=184. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI?PI 1. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss �msgType Qty Ply FUIler10113(li 81733-17 HIB ROOF SPECIAL 1 1 --- j _ Job Reference_( Snake River Truss 8 Components, Idaho Falls, ID 83481, Robin Pellingill - Run: 8,120 s Au0 15 2017 Print 9.12) s Ann 15 e I 4-50 H-00 1540 15�&0� 18¢0 20.00 __ 28-8-0 3600 _ 37-6-0 4-56 &&8 4-00 0 00 50-0 �— 5fr0 --' aa0 160 000 Scale =1:65.8 5x6 = 5x6 = 2x4 11 bxn _ 3.00 12 o LOADING (Pat) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TPI2007 CSI. TC 0.57 BC 0.60 WB 0.84 Matrix -SH DEFL. in floc) I/dell Lid Vert(LL) -0.2810-11 >999 360 Vert(TL) -0.5010-11 >752 240 HOrz(TL) 0.33 8 n/a n/a Wind(LL) 0.08 11 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 M18SHS 220/195 Weight: 194 Ib FT=O% LUMBER- BRACING, TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr end verticals, and 2-0-0 oc purlins (3-5-10 max.): 3-4, 5-6. WEBS 2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=2063/0-5-8 (min. 0-2-3), 8=1726/0-5-8 (min. 0-1-12) Max Horz 15=-17(1 10) Max Upliftl5=-188(LC 12), 8=-132(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-54/258,2-18=-1386/126, 3-18=-1231/141, 3-19=-19181205.19-20=-1918/205, 4-20=1918/205, 4-5=2302/220, 5-21=-2818/249,6-21=-2818/249, 6-22=-3207/250, 7-22=-3339/228,7-23= 4062/305,8-23=-4193/286 BOT CHORD 13-14=0/1124,12-13=-53/2934,11-12=-55/2932, 10-11=-201/3568, 8-10=-201/3567 WEBS 2-15=-1865/233,2-14=-76/1383,3-14=-827/112, 3-13=-85/1288, 5-13=1731/166, 6-11=-21/1137, 7-11=-679/134, 4-13=-36!795 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=45ft; L=36ft; eave=5ft; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8.15, Interior(1) 3.8-15 to 11-0-0, Exterior(2) 11-0-0 to 19-0-0, Interior(1) 19-0-0 to 37-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psi 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) 8 considers parallel to grain value using ANS IfFPI 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 100 Ib uplift at joints) except (jt=lb) 15=188, 8=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,Fob B1733-17 Snake River Twss 8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-19=-56/273, 2-20=-1064/91, 3-20=.953/108, 3-21= 1762/173, 4-21=-1762/173, 4-5=-19741199, 5-22=-19081188,6-22=-2028/173, 6-23=- 3101/256,23-24=-3101/256, 7-24=-31011256, 7-25=-3516/259, 8-25=-3626/244,8-26=- 4030/355,9-26=-4129/335 BOT CHORD 16-17=-267/189, 15-16=0/887, 14-15=0/1752, 13-14=0/1777, 12-13= 119/3544, 11-12=-120/3541,9-11= 253/3530 WEBS 2-17=-1848/216,2-16= 82/1335,3-16=-1053/115,3-15=-103/1490,4-15= 1233/122, 4-13=-359/53, 5-13=-119/1622, 6-13=-2238/218, 6-11=-536158, 7-11=-33/1323, 8-11=-388/146 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ff; B=45tt; L=36f ; eave=5ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 9-0-0, Exterior(2) 9-0.0 to 12-7-3 Interior(1) 13-0-0 to 26-0-0, Exterior(2) 26-0-0 to 29-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 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 100 Ib uplift at joint(s) except (jt=lb) 17=188, 9=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Scale =1:66.0 5x8 = 5x10 MT20HS; 5x6 = 5 T3', 700 12 3 /'-' I T"22 7x10 MT20HS= 5x8 M18SHS— 4 1,. �g 3x4 20 1`„ W9 5 192 ;� W8,` W10 W11 23 24 4x80 W6' N7 I\\ 25 2x4= m 1 W6 2 W \ q 8 r q\ T W15 rI 2� 1514 13 12 11 q 26 IN B 16 5X6 -.. 2x4 5x8 = 3 ,n N 4x4 3X6 101;I 18 17 3x4 _ o 3X6 = 5x8 = 2x4 II 3.002 400 4458 9-0-0 13-00 1141-1560 2100_ 25-10-8. 38-0-0 4-0-0 0-58 46-8 400 1481-06- 560 4-10--8 10-1-8 Plate Offsets (X Y)-- [2:0-1-12.0-1-8], [3:0-3-0,0-2-O] [4:0-2-12 Edge], _ [7:0-4-8,0-1-151 f9:0-0-10 Edge][11:0-4-0 0-0-81 [14:0-3-0 0-1-e1 f17:0-3-0 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.3311-12 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.74 9.11 >510 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Hom(TL) 0.36 9 n/a n/a M18SHS 220/195 BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.0911-12 >999 240 Weight: 2091b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr except end verticals, and 2-0-0 oc purlins (3.3-15 max.): 3-4, 6-7. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 17=2063/0-5-8 (min. 0-2-3),9=1726/0-5-8 (min. 0-1-12) Max Horz 17=-182(LC 10) Max Upliftl7=-188(LC 12),9=-132(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-19=-56/273, 2-20=-1064/91, 3-20=.953/108, 3-21= 1762/173, 4-21=-1762/173, 4-5=-19741199, 5-22=-19081188,6-22=-2028/173, 6-23=- 3101/256,23-24=-3101/256, 7-24=-31011256, 7-25=-3516/259, 8-25=-3626/244,8-26=- 4030/355,9-26=-4129/335 BOT CHORD 16-17=-267/189, 15-16=0/887, 14-15=0/1752, 13-14=0/1777, 12-13= 119/3544, 11-12=-120/3541,9-11= 253/3530 WEBS 2-17=-1848/216,2-16= 82/1335,3-16=-1053/115,3-15=-103/1490,4-15= 1233/122, 4-13=-359/53, 5-13=-119/1622, 6-13=-2238/218, 6-11=-536158, 7-11=-33/1323, 8-11=-388/146 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ff; B=45tt; L=36f ; eave=5ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 9-0-0, Exterior(2) 9-0.0 to 12-7-3 Interior(1) 13-0-0 to 26-0-0, Exterior(2) 26-0-0 to 29-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 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 100 Ib uplift at joint(s) except (jt=lb) 17=188, 9=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Truss-1TmssType Snake'81733-17 H2O RODF SPECAL 8 Component,Itlaho Falls, ID 83401, Robin _ ni gill 4$8 7-0-0 11-0-0 15-6-0 d58 ~ 2&8 i 400—~ 46-0 7.00 /2 3x4 220 1 4x8 1 18 17 2x4 Ii 5x6= 5x10 MT20116a 5x6 = 1 CSL TC 0.75 BC 0.68 WB 0.99 Matrix -SH 22 3 LUMBER- \ 4 TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 8 N Structural wood sheathing directly applied or 2-4-4 oc purlins, except T4: 2x4 OF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr end verticals, and 2-0-0 oc purlins (3-4-0 max.): 3-4, 6-7. 15 14 BOT CHORD 5x6 = 16 4x4 = 3x4 = 3.00 12 5x6 = 13 3x8 = IDiy IPly FUItrl0/13(ID)RP- - - — — i 1I Job Reference o tional)_ Run. 8.120s Auee 152011 Pnn1: 8.i 8.120 sA 15201]MiTeklntlusVies, Inc. Rn Oc113103123201]Pagge1 23-0 OxBfPexcAVOcndJo0tM e-0.0yUAR-uyFIOCR9jr-0 LO7fpUax5306XOgODr5y2b3 Hs SOasJZy7rAY ]-60 5-6-0'3 d0 4-3-0 11-6-0 Wit 5x8 M18SHS� 5x8M18SHS- 12 11 2x4 11 5x10 MT20HS= Scale = 1:66.0 2e -a0 a400 MS_ 7-00 11-0-o iz-1 1SEo zs 00 2710-a z7- a 3600 ago 5 2-68 ae-0 I -1e 380 P60 4-10-4 o- 6o-0 LOADING (pat) TOLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.75 Lumber DOL 1.15 Rep Stress Incr VES Code IRC20127P12007 1 CSL TC 0.75 BC 0.68 WB 0.99 Matrix -SH DEFL. in floc) I/defl L/d Vert(LL) -0.41 12 >924 360 Vert(TL) -0.7012-13 >536 240 Horz(TL) 0.38 9 n/a n/a Wind(LL) 0.12 12 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 M18SHS 220/195 Weight: 2041b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except T4: 2x4 OF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr end verticals, and 2-0-0 oc purlins (3-4-0 max.): 3-4, 6-7. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1Row at midpt 6.13 M.Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. 17=82(L-5-8 (min. 0-2-3), 9=1726/0-5-8 (min. 0-1-12) Installation guide. Maxize) MaHorz 17=-1 82(LC 70) Max Upliftl7=-1 88LC 12), 9=-132(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 19-20= 56/254, 2-20=-56/278, 2-3=-611/72, 3-21= 1663/152, 4-21. 1663/151, 4-22=-1889/171,5-22=-1708/187,5-23= 1784/180,6-23=-1954/164,6-24=-3355/268, 24-25=-3355/268,7-25= 3355/268,7-26=-3780/276,8-26=-3859/261,8-27= 4002/343, 9-27=4096/328 BOT CHORD 16-17=-273/189, 15-16=0/555, 14-15=0/1645, 13-14=0/1694, 12-13=-194/4315, 11-12=-197/4311,9-11=-247/3478 WEBS 2 -17=-1843/197,2-16=81/1329,3-16=-1287/123,3-15=-122/1756,4-15= 1456/142, 4-14=0/316, 4-13=-298/43, 5-13=-66/1297, 6-13=-2950/277, 6-11=-1096/100, 7-11=57/1489 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=36ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 7-0-0, Exterior(2) 7-0-0 to 10-7-3 Interior(1) 11-0-0 to 28-0-0, Exterior(2) 28-0-0 to 31-7-3 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 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 100 Ib uplift at joints) except (t=lb) 17=188, 9=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Geo Or,a dfoal paurei Zrepresentation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9 -,'Job uss RCOF Type B----- --- — HI ROOF SPECIAL Sn—._— Snake River Tmss 8 Components, Itlaho Falls, ID 83401, Robin Petlingill LOAD CASE(S) Standard Job 61733-17 Snake fii 5-0-0 9-0-0 15-e-0 20-3-0W V Y�•�y 21 50-0 4-00 6-6-0 5X6 = 4 6x8 = 6x8 = 22 23 3X8 7.00 12 _.5 20 3x4 II y ,s 4X6 = 15 14 5x6 = 17 16 04 = 5x6 = 2x4 11 3.00 12 Fu11erl0/l3(l0)RP - -- - ------ - - --I 5x10 M18SHS� 4V W9 �� 5X6= 6 W 1a ��\ 1 3 13 12 11 10 3x6 = 3x8 = 4x6 = 5x10 MT20HS= 36-00 37-60 60-0 160 26 so -o ao-c s so -o ml -q q60 SB x0.0 1-1-a1 9�-46a ss-0iaa 661°e -� o -ea Scale =1:67.7 Plate Offsets (X Y) LOADING (psf) f2 0-5-4 0-2-41 13.0-3-0 Edael SPACING- 2-0-0 15'0-1-8 0-1.81 16,0-7-8 Edgel CSI. 18 0 0 10 Ed0e1 f10:0 -4 -40 -3 -CO O1 11:0-2--1-B1 DEFL. in (loc) Udell Ud [14:0_ 3-0 0-1-121 PLATES GRIP TCLL 35.0 TCDL 8.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.5311-12 >714 360 MT20 220/195 BCLL 0.0 ' Lumber DOL 1.15 Rep Stress Incr YES BC 0.75 WB Vart(TL) -0.9911-12 >381 240 MT20HS 165/146 BCDL 8.0 Code IRC2012/TPl2007 0.84 Matrix -SH Horz(TL) Wind(LL) 0.37 6 0.1611-12 rVa >999 We 240 M18SHS Weight:190lb 220/195 FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Sid *Except* BOT CHORD W10,W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr WEBS REACTIONS. (Ib/size) 17=2063/0-5-8 (min. 0-2-3),8=172610-5-8 (min. 0-1-12) Max Horz 17=182(LC 10) Max Upliftl7=-188(LC 12), 8=-132(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-461290,2-21=-1318/102, 3.21=-13181102,3-22=-1824/152' 4-22=-1681/167, 4-23=-1588/187,5-23= 1774/169,5-6=-5986/475,6-24=-3507/284,7-24=3507/284, 7-25=-41221293,25-26=-4160/277, 8-26=-4257/270 BOT CHORD 14 -15=0/1406,13 -14=0/1469,12-13=0/1469,11-12=-54/2460,10-11=-262/5273, 8-10=-187/3634 WEBS 2-16=381/192, 2-15=-I 19/1910. 3-15=-16221135, 3-14=0/329, 4-12=-68/1226, 5-12=-1464/189,5-1 1=-277/383316.1 1=-2666/272,6-1 0=-1913/124, 2-17=-1 534/55, 7-10=-50/1683 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-15 max.): 2-3, 6-7. Rigid ceiling directly applied or 6-0.0 oc bracing. 1 Row at midpt 5-12,6-10 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=511; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3.8-15, Interior(1) 3-8-15 to 5-0-0, Exterior(2) 5-0-0 to 8-7-3, Interior(1) 9-0-0 to 30-0-0, Exterior(2) 30-0-0 to 33-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard 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) Bearing at joint(s) 8 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 100 Ib uplift at joint(s) except (jt=1b) 17=188, 8=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard J� mss - msTT Ory _TPI1 FUiia,i0113110)Rp l 61]33-1] H22 ROOFSPECIAL 1 1I - Job Reference (optional) Snake River Truss 8 Components, klaho Fells, l0 83401, Robin Peningill Run: 8.120 5 Aug 15 2017 Prin1:8.120 s Aug 15 2017 NiTek Industries, Inc. Fd Ocl 13 10:31:25 2017 ace ID:pBfPeXcAVOcndJo0tMc4RFyU6AR-gKNWpISeFS13g0pBb?_2jgc01 fmgW V3aFm3yNSyTrAW 4-5-8 8-1-8 15-6-0 213-0 27-00 29-6-0 32.0-0 36-0.0 9-5-8 3-8-0 7-4-8 _ 137=6-0 5-9-0 5-9-0 2-6-0 2-6-0 4-0-0 1-6.0 Scale = 1:65.5 5x6 = 5 7.00 12 20 21 3x4 3z4 4 3x6 A 9x10 M18SHSll 5x10 MT20HS= 4x4 �3 W4 W6 19 2 �.. 7 3x6 = W8 2 23 m B n 1 0— 7 10 wr_Q N c I� 17 16 15 14 13 12 1114- 5x6 = 3x8 = 3X6 3x6 = 6 6 3x6 = 3x8 = 3x4 = 5x8 M18SH3= axe a — 3.00 12 4-0-0 4H8 8-1.8 15-6-0 21_3-0 27-0-0 31-10-8 36-0.0 4-0-0 0-5-8 3-8-0 7-4-8 5-9-0 5-9-0 - 4-10-8 4-1 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8],[2:0-1-12,0-2-01,[4:04-12,0-1-8],[6:0-1-12,0-1-8],[7:0.2-0,0-3-0],[9:0-6-8,0-1-15],[10:0-0-10,Edge],[12:0-4-4,0.0-8],[13:0-1-12,0-1-8], f14:0-3-8 0-1-e1 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loo) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 1 TC 0.73 Vart(LL) -0.58 13-14 >646 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.71 Vert(TL) -0.9913-14 >379 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WS 0.99 Hoa(TL) 0.34 10 n/a n/a M18SHS 220/195 BCDL 8.0 Code IRC2012/TPI2007 Matrix -SH Wind(LL) 0.1813-14 >999 240 Weight: 1761b FT=OY LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 2-0-0 oc purlins (2-2-3 max.): 7-9. 84: 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 6-0-0 oc bracing: 1-18,17-18. WEBS i Row at midpt 4-16,6-16 2 Rows at 1/3 pts 7-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids. REACTIONS. (Ib/size) 18=2080/0-5-8 (min. 0-2-3), 10=1724/0-5-8 (min. 0-1-12) Max Harz 18=-152(LC 10) Max Upliftl8=-191(LC 12), 10=-132(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-156/378, 2-19=-141/474, 2-3=-1428/46, 3-4=-1274/61, 4-20=-1720/152, 5-20= 1553/168,5-21= 1553/181,6-21=-1688/159,6-7=-3036/236,7-22=-6912/501, B-22=-69141501. B-9=-37511277, 9-23=-4171/289, 10-23=-4273/280 80TCHORD 1-18=-325/161, 17-18=-458/214,16-17=011213,15-16=-63/2546,14-15=-6312546. 13-14=-396/6846,12-13=-338/5663,10-12=-195/3644 WEBS 2-18=-1881/215, 2-17=-130/1758, 4-17=-724/155, 4-16=.66/270, 5-16=-56/1049, 6-16=-1571/180,6-14= 42/1173,7-14= 4426/347,7-13=-618/87,8-13=-74/1398, 8-12=-2199/201,9-12= 100/2069 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-7-3, Intedor(1) 3-7-3 to 15-6-0, Exterior(2) 15-6-0 to 19-1-3, Interior(1) 27-0-0 to 37-6-14 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0ps1 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) 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 100 Ib uplift at joint(s) except (jt=lb) 18=191, 10=132. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced 1 lstandoarrd ANSVTPI 1. 10 bnruehlonl�a rli%representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. [Toff--]TruSS - - Truss Type 8173347 1H22 iROOF SPECIAL LOAD CASE(S) Standard Qty -';Ply FullertaH3(ID)RP ---- --� t t 81733-17 I H23 I ROOF SPECIAL GIRDER L 4-5-8 6-3-0 10-10-8 is -&a 20-0-0 24-60 4-5-8 1.9.8 4-7-8 4-7-8 4-6-0 4-6-0 5x6 = Fu11cr10/130D)RP 46-0 Scale =1:67.5 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-83/460, 2-3=-707/12,3-4=-625/19, 4-5=-1555/113, 5-6=1569/162, 6-7=-1562/162, 7-8=-2437/180,8-9= 4004/241,9-10=-8245/533,10-11=-4046/231,11-12=-4031/229 BOT CHORD 1-23=-308/91, 22-23=-447/136,21-22=0/643, 20-21=011269,19-20=-2/2012,18-19=-2/2012, 17 -18= -117/3409,16.17=-601/10749,16-24=-591/10695,15-24=-591/10695, 14-15=-478/8241,12-14=-140/3370 WEBS 2-23=-1 886/140, 2-22=56/1438, 4-22=-1140/108, 4-21=-42/820, 5-21=-415/67, 6-20=-95/1104, 7-20=-1253/127, 7-18=-46/1067, 8-18=-1749/145, 8-17=-47/1417, 9-17=-7428/490, 9-16=-263/48, 9-15=-2540/207,10-15=-44/812.10-14=-4385/315. 11-14=-118/2269 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 or. Webs connected as follows: 2x4 - i 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated, 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord 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. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 23=196 ,12=169. Continued on page 2 6 7.00 12 3x4 3x4 5 7 3x4 3x6 3x4 O 3x4 4 8 3 2 8 10x10 = 3x6 = 5x6 = 10 1 9 10 W16 9( , m N 12 0 131y I p Il 3xfi = 22 21 23 20 ig 18 17 16 P415 14 o 0 5x6 = 5x6 = 3x4 = 3x8 = 3x6 = 3x4 = 4x8 = 5x10 MT20HS 3x6 = 3x6 = 3.00 12 4-0-0 4r5i86-3-0 10-10-8 4[ I F 15-6-0 — 20-0-0 24-fi-0 29-0-0 31-48 33-9-0 360-0 r 4-0-0 0-5-81_9-8 4-7-8 4-7-8 4—.— i----{—� 4-6.0 4-8-0 4fi-0 2-0-8 2=48 2-3A Plate Offsets (XV)-- [1:0-3-3,0-1-8], [2:0-i-12,0-1-8], [4:0-1-12,0-1-8], [5:0=1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-1-12,0-1-8], [9:0-6-8,0-2-4], [12:0-0-10,Edge], [14:0-4-12,0-2-12], [16:0-1-120-0-0] [17:0-3-80-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Wait L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.42 Vert(LL) -0.55 16-17 >687 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.84 Vert(TL) -0.92 16-17 >407 240 MT20HS 165/146 BOLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.19 12 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.1816-17 >999 240 Weight: 393 lb FT=O% LUMBER- BRACINCr, TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr *Except* 2-0-0 oc purlins (4-7-1 max.): 9-11. 34: 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 6-0-0 oc bracing: 1-23,22-23. REACTIONS. (Ib/slze) 23=2084/0-5-8 (min. 0-1-8), 12=1761/0-5-8 (min. 0-1-8) Max Horz23=-152(LC 6) Max Uplitt23= 196(LC 8), 12=-169(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-83/460, 2-3=-707/12,3-4=-625/19, 4-5=-1555/113, 5-6=1569/162, 6-7=-1562/162, 7-8=-2437/180,8-9= 4004/241,9-10=-8245/533,10-11=-4046/231,11-12=-4031/229 BOT CHORD 1-23=-308/91, 22-23=-447/136,21-22=0/643, 20-21=011269,19-20=-2/2012,18-19=-2/2012, 17 -18= -117/3409,16.17=-601/10749,16-24=-591/10695,15-24=-591/10695, 14-15=-478/8241,12-14=-140/3370 WEBS 2-23=-1 886/140, 2-22=56/1438, 4-22=-1140/108, 4-21=-42/820, 5-21=-415/67, 6-20=-95/1104, 7-20=-1253/127, 7-18=-46/1067, 8-18=-1749/145, 8-17=-47/1417, 9-17=-7428/490, 9-16=-263/48, 9-15=-2540/207,10-15=-44/812.10-14=-4385/315. 11-14=-118/2269 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 or. Webs connected as follows: 2x4 - i 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated, 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord 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. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 23=196 ,12=169. Continued on page 2 j Job - —Truss -- - m 1 81 73 3-1 7 IH23 RCOFSPECIALG1RDER Snake River Truss a Components, Idaho Falls, ID 83401, Rabin Petlingill Oty Ply FUIIc,1043I1D)RP - - - --- -- 1 2 Job. Reference optional)_ Run:8120s An 152017Print3.120sAu9152017 MTek Industries, Inc. Fri at 13 10.3127 2017 Paget ID:c8fPeXcAVOcndJo01Mc4RFyU6WmjlJGE UOn3?nvkzaj001oshRPSP? Pesj3Y3SK TrAU NOTES – – y 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlr-PI 1. 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 13) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 Ib down and 15 lb up at 34-0-0 on top chord, and 28 lb down and 15 Ib up at 31-0-12, and 28 lb down and 15 Ib up at 31-11-4, and 36 Ib down and 151b up at 33-9-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1.6=-86, 6-9=-86, 9-11=-86, 11-13=-86, 1-23=-16, 22-23=-16, 14-22=-16, 12-14=-16 Concentrated Loads (Ib) Vert: 14=-14(F) 15=14(F) 24=-14(F) Jdb�( rum Muss TyF 81733-17 Jl Jack -Open Snake Fiver Truss 8 Components, Idaho Falls, ID 63401, Rohn Petdingill -1-6-0 1 6-0 Idly IPry Fullerlgll3(ID)RP 10 1 Scale: 1'=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.16 Ve I( CL) -0.00 2 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012ITPI2007 Matrix -P Wind(LL) 0.00 2 "" 240 Weight: 8 l FT=0 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 3=24/Mechanical, 2=296/0-5-8 (min. 0-1-8), 4=15/Mechanical Max Horz 2=57(LC 12) Max Uplifl3=-8(LC 9), 2= 63(LC 12) Max Grav3=24(LC 17), 2=296(LC 1), 4=34(-C 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MlTek recommends that Stabilizers and required as bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1.6-14 to 1-5-2, Interior(1) 1-5-2 to 1-11-9 zone; cantilever lett 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard cuss - Truss Type y epee eJ2 Jack Dpen Snake River Truss a Components, Idaho Falls, ID 83401, RoUn Pettingill 1-60 160 d — Gly-- -IPly 'FaIIer10/13(ID)RF - —� 4 1 Job Reference (optional) Run: 8120s Augg 152017 Prn1:8. 120sAugg 152017MirskladusVies, Inc. Fri Oct131031292017P e1 D.WPeXcAVOcndJoOtMc4RFyU6AH-i6cOegVelgFV827yg2W9 VtHnrnGHBSXAN1 AWDyTrAS 3-11-11 _ 3-11-11 Scale =1:17.7 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No. I&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 3=128/Mechanical, 2=374/0-3-8 (min. 0-1-8,4=30/Mechanical Max Horz 2=82(-C 12) Max Uplift3=-29(LC 12), 2=-52(LC 12) Max Grav3=128(LC 1), 2=374(LC 1), 4=68(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f ; B=45ft; L=24ft; eave=4N; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/1PI 1. LOAD CASES) Standard 3-1141 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Ven(LL) -0.01 2-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Wind(LL) 0.00 2 "" 240 Weight: 141b FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No. I&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 3=128/Mechanical, 2=374/0-3-8 (min. 0-1-8,4=30/Mechanical Max Horz 2=82(-C 12) Max Uplift3=-29(LC 12), 2=-52(LC 12) Max Grav3=128(LC 1), 2=374(LC 1), 4=68(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f ; B=45ft; L=24ft; eave=4N; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/1PI 1. LOAD CASES) Standard JoobrusT Truss - BI 733-17 J3 Jack-Or Snake River Truss 8 Cortponenis, Itlatw falls, ID 83401, Robin Pellingill H d Scale =1:23.3 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Bir BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No. I&Bir REACTIONS. (Ib/size) 3=226/Mechanical, 2=464/0-3.8 (min. 0-1-8), 4=46/Mechanical Max Herz 2=109(LC 12) Max Uplift3=-56(LC 12), 2=-46(LC 12) Max Grav3=226(LC 1), 2=464(LC 1), 4=104(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stmctural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25X; B=45f ; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-6.14 to 1-5-2, Interior(1) 1-5-2 to 5-10-15 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVfPI 1. LOAD CASE(S) Standard 5-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.06 2-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.13 2-4 >542 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/7PI2007 Matrix -P Wind(LL) 0.00 2 "" 240 Weight: 20 le FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. I&Bir BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No. I&Bir REACTIONS. (Ib/size) 3=226/Mechanical, 2=464/0-3.8 (min. 0-1-8), 4=46/Mechanical Max Herz 2=109(LC 12) Max Uplift3=-56(LC 12), 2=-46(LC 12) Max Grav3=226(LC 1), 2=464(LC 1), 4=104(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stmctural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25X; B=45f ; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-6.14 to 1-5-2, Interior(1) 1-5-2 to 5-10-15 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVfPI 1. LOAD CASE(S) Standard B1733-17 �P1VY--Ful1er10/13(I F 1' Scale = 1:11.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 2-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES ! WB 0.00 Hom(TL) -0.00 3 n/a n/a BCDL 8.0 Code IR02012/TP12007 Matrix -P Wind(LL) 0.00 2 "" 240 Weight 11 lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 3=0/Mechanical, 2=439/0-6-4 (min. 0-1-8), 4=20/Mechanical Max Horz2=55(LC 12) Max Uplift3=-8(LC 9), 2=-98(LC 12) Max Grav3=13(LC 13), 2=439(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) -2-2-2 to 2-0-13, Exterior(2) 2-0-13 to 2-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVfP1 1. LOAD CASE(S) Standard _ -rp95 YP - - - - russT _ — __ IOty -Ply FUIler10I1311D)flP JA2-Open 2 1 ` Job Reference (optional) J Oomponenls, Idaho Falk, ID 834h1, flobin Pellingill Ron:8120 s Aug 15 2017 Print : 8.120 s A�Wugq 15 2017 MTek IndusVies, Imo. Ftl Oc11310:31:30201 ] Peggq 7 ID:cBfPeXcAVOcndJo0tMc4HFyU6AR 'IAPB?WH3_NLmBi9OYZkOWOHgasB_mJPinj31y7rAR 2-11-8 3-11-11 1-6-0 2.11-8 1-03 a Scale =1:17.7 0 LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Ved(LL) -0.00 6 >999 360 MT20 220/195 TCDL 8.0 - Lumber DOL 1.15 BC 0.26 Vert(TL) -0.01 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HorzfTL) 0.00 BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.00 7 >999 240 Weight: 16 lb FT=O% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btf BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr *Except* 132: 2x4 DF Stud/Std REACTIONS. (Ib/size) 4=76/Mechanical, 2=381/0-5-8 (min. 0-1-8), 5=74/Mechanical Max Horz2=82(LC 12) Max Uplift4=-12(LC 12),2=i 12), 5=-1 (LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requiretl cross bracing j be installed during truss erection, in accordance with Stabilizer J I Installation guide. NOTES - 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=ort; Cat. 11; Exp S; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-10-15 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4, 2, 5. 6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard - -- - - - -� NT tiUISS - TmSa Type - -- �Cry TPIy Fullello/13(ID)RP - -- Snake Rrver TrussBCompbneMJ� Jack Open 2 Illi 1 0 Components, Idaho Falls, ID 83401, Robin Peain ill .lob Reference (optional) nail 9 Run:8.120s Aua 1520f]PrmPe 120s Aug 152n1i AAiTok Indi alnpuInr Fn tHih marmo oe...., Scale =1:23.3 Plate Offsets (X Y)-- [3:0-3-40-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Ved(LL) -0.06 5-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.11 5-6 >642 240 BOLL 0.0 ' Rep Shess Incr YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 8.0 Code IRC2012/TPI20011 Matrix -R Wind(LL) -0.03 5-6 >999 240 Weight: 221b FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. I&8tr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr `Except' B2: 2x4 DF Stud/Std REACTIONS. (Ib/size) 4=167/Mechanical, 2=469/0-5-8 (min. 0-1-8), 5=98/Mechanical Max Herz 2=109(LC 12) Max Uplift4= 33(LC 12), 2= 48(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-331/0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11.11 the purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 5-10-15 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Iuss !Truss 61133-17 LAV01 Lay -In Snake Rrver Truss 8 Componen6, klaho Falls, ID 83<01, Robin Petfingill 4x4 - Scale =1:23.6 2x4 /i 20 4� 20 \� TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5.9-14 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation uide. _ REACTIONS. (lb/size) 1=176/5-9-14 (min. 0-1-8), 3=176/5-9-14 (min. 0-1-8), 4=178/5.9-14 (min. 0-1-8) -- Max Horz 1=58(LC 11) Max Upliftl=-23(LC 12), 3=-23(LC 12) FORCES. (lb) - Max. Comp./Matt. Ten. -All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4h; Cat. 11; Exp B; enclosed; MWFRS (directional) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 7) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(rPI 1. LOAD CASE(S) Standard LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loo) I/def! L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Weight: 22 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5.9-14 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation uide. _ REACTIONS. (lb/size) 1=176/5-9-14 (min. 0-1-8), 3=176/5-9-14 (min. 0-1-8), 4=178/5.9-14 (min. 0-1-8) -- Max Horz 1=58(LC 11) Max Upliftl=-23(LC 12), 3=-23(LC 12) FORCES. (lb) - Max. Comp./Matt. Ten. -All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4h; Cat. 11; Exp B; enclosed; MWFRS (directional) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 7) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(rPI 1. LOAD CASE(S) Standard Qoou— - Arun toss Type Qty Ply FulIer10/13(ID)AP - - - --� 81]334] LAy02 Lay -In Gable '1 1 _ _ _L Job Reference(optional) Snake Rruer Truss B Components, Idaho Fells, 1083401, ROGn Pellingill Run: 8.120 a Aue 15 2017 NIL 8.120. Aug9 15 2017 Ml lntlusVies, Tno. Fd Oct 1310:91:33 201 ] Pagge 1 AR-btsXUlYgMvlwdfQk3g7Rl7xZoVHOJT15??Of_yY9MvIwtlfOk3g7R17x2ottHOJTl5??17 P?jeO 711-4 15-10-10 23-9-14 7.11-4 7-11-6 _— _-t 1-11-4 5x6 5x6 30 O 24 23 22 21 20 19 18 17 16 15 14 3x4 5x6 = Scale =1:55.3 Plate Offsets (X Y) 23-9-14 5:0,r23 LOADING (pat) SPACING- 2-0-0 CSI.— E in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n!a - Na 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n!a - n/a 999 BCLL 0.0 ' Rep Stress Incr VES WB 0.13 Horz(TL) 0.00 13 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R _ Weight: 1651b FT=O% LUMBER- BRACING TOP CHORD 2x4 DF 1600E 1.6E or 2z4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr Structural wood sheathing directly applied or 6-0-0 cc purlins, except OTHERS 2x4 DF Stud/Std BOT CHORD 2-0-0 oc purlins (6-0-0 max.): 5-9. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-17,13-18, 7-19,6-20, 5-21 MiTek recommends that Stabilizers antl required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 23-9-14. Installation guide. - (lb) - Max Harz 1=-170(LC 10) Max Uplift All uplift 100 to or less at joint(s) 1, 13, 18, 19, 20, 22, 23, 24, 16, 15, 14 Max Grav All reactions 250 Ib or less at joint(s) 1, 13, 17, 18, 19, 20, 21, 22, 23, 24, 16, 15, 14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45h: L=24ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C Exterior(2) 0-3-13 to 3-3.13, Interior(l) 3-3-13 to 7-11-4, Exterior(2) 7-11-4 to 19-10-10, Interior(1) 19.10-10 to 23.6-1 zone; cantilever lett and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 13, 18, 19, 20, 22, 23, 24, 16, 15, 14. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard r.TV-- [,Truss- Th13� YF -7y - IPNIan0I13�D)RP B7733-17 LLAY03 Lay In Gable 1 1 - _ _ _ Job Reference, (o tional Snake Rrver Truss 8 Camponenls, Itlaho Falls, l� 8383401, flobin Petlingill Run: 8.120 s Aug 15 2017 Plhtl 120 s Auo 15 201] IvtiTek IiMustries. Inc. Fn Oci 13 10 31 .v Pni7 13.89 12 2.4-3 20-3.2 2-4-31 17-10-15 4x4 = 3 24 $72 4 23 (15.0-2-8 04-121 b 3x4 = 1 S SPACING- 2.0-0 CSI. DEFL. 22 Vdefl Ud 6 TOLL 35.0 Plate Grip DOL 1.15 TO 0.08 S 3x4 J n/a 21 MT20 220/195 TOOL 8.0 2 7 13.89 Ll2 Vert(TL) n/a - n/a 999 8 BOLL 0.0 ' Rep Stress Incr YES 20 Horz(TL) 0.02 12 T2 9 �T3 n/a 19 Code IRC20121TP12007 Matrix -R 10 3x4 \� 18 �aST4 251 17 1 121 — 15 14 13 16 3x4 J 3x4 = 0.3.5 15-6-12 20-3.2 n'2 S 15.4.7 22 Scale = 1:126.3 Plate Offsets (X Y)-- (15.0-2-8 04-121 - - - LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.08 Ven(LL) F We - n/a 999 MT20 220/195 TOOL 8.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.02 12 Na n/a BCDL 8.0 Code IRC20121TP12007 Matrix -R Weight: 134 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.l&Bir TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-13. (lb) - Max Horz 1=-403(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 1, 12, 22, 21, 20, 19, 17, 16, 14, 13 except 15= 217(LC 12), 23=-234(LC 11) Max Grant All reactions 250 Ib or less at joint(s) 1, 15, 12, 22, 21, 20, 19, 17, 16, 14, 13 except 23=527(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-394/431, 2-3=-402/436, 3-24=-325/362, 4-24=-338/357, 4-5=-247/264, 11-12=305/274 BOT CHORD 1-23=-307/340, 22-23=-303/344, 21-22=-305/343, 20-21=-3041343, 19-20=-304/343, 18-19=-283/343,17-18= 304/331,16-17=-304/344,15-16= 303/350 WEBS 2-23=-586/484 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psh h=25ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-2-5 to 5-4-3, Interior(1) 5.4-3 to 19-11.5 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Bearing at joint(s) 1, 23, 22, 21, 20, 19 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 12, 22, 21, 20, 19, 17, 16, 14, 13 except (jt=1b) 15=217, 23=234. 8) Non Standard bearing condition. Review required. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard m� fuss ype - -Cry Ply FA.00/ (D)RP LAV04 Lay -In Gable 1 1 _ 8-4-15 10-3-2 8475 1-1031 4x4 Scale =1:59.3 5 T2 6 2x4 i 13.89 12 ST3 2x4 13 3x4 = 3 T1 ST2 7 2x4 2x4 12 82 2 ST2 8 2z13i9 12 ST7 1 31 .. 3x4 2x4 II 11 10 9 2x4 a 3x4 = Plate Offsets (X Y)-- j6.Edge LOADING (pst)=FLtun 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 35.0L 1.15 TO 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TOOL 8.01.15 BC 0.03 Vert(TL) Na - Na 999 BCLL0.0 'r YES WB 0.05 Horz(TL) 0.00 6 Na n/a BCDL 8.0/TPI2007 Matrix -R Weight: 57 to FT = 0 LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 OF Stud/Std MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-3-2. (Ib) - Max Horz 1=168(LC 12) Max Uplift All uplift 100 to or less at joint(s) 1, 6, 10, 8, 9, 11 Max Grav All reactions 250 Ib or less at joint(s) 1, 6, 10, 7, 8, 9, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-253/223 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4f1; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 8-4-15, Extedor(2) 8-4-15 to 10-0-13 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 6, 10, 8, 9, 11. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7, 8, 9. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard B1733-17 joy LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 BCDL 8.0 TrussmsT B LAY05 Lav -1. Gable 7.4-15 14.944 7.415 74-15 44 = 3x4 /i 16 15 14 13 12 11 10 3x4 < 14-9-14 14-9-14 SPACING- 2-0 Plate Grip DOL 1.1 Lumber DOL 1.1 Rep Stress Incr Y Code IRC2012/TP12007 -0 I CSI. DEFL. in (loc) WellL/d 5 TC 0.04 Vert(LL) n/a 5 BC 0.02 Vert(TL) n/a ES WB 0.11 Horz(TL) 0.00 9 We Matrix -R LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr OTHERS 2x4 OF Stud/Std REACTIONS. All bearings 14-9-14 BRACING - TOP CHORD BOT CHORD WEBS (Ib) - Max Horz 1=158(LC 11) Max Uplift All uplift 100 Ib or less at Joint(s) 1, 9, 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 Ib or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. - n/a - n/a 999 999 n/a NOTES- 1) OTES1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=1 i5mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25fl; 8=45tt; L=24tt; eave=4h; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-3-13 [0 3-4.15, Interior(1) 3-4-15 to 7-4-15, Exterior(2) 7.4-15 to 10-4-15 zone; cantilever left and right exposed ;end vertical left and right ezposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated, 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed fora 10.0 psi bottom chord live load nonconcurren[ 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 15, 16, 12, 11 10. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. LOAD CASE(S) Standard Scale =1:50.3 PLATES GRIP MT20 220/195 Weigh[: 881b FT=O% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpl 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Tm55 Type Gty 1Ply Fullerld?i5ftl RP —_-- - -- _ Lay -In Gable 1 1 4.0-0 B0-0 4.0-0 4-0-0 4x4 = Scale = 1:29.9 3 2x4 O B 7 6 2x4 p LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Sid REACTIONS. All bearings 8-0-0. (Ib) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joini 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-13 to 3-3-13, Interior(l) 3-3-13 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 2x4 11 2x4 11 8-0.0 8-0-0 2x4 11 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci) Wall Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) i - n/a 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - 1 999 BCLL 0.0 ' Rep Stress Incr VES INS 0.05 Horz(TL) 0.00 5 1 n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Weight: 36 lb FT=0 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Sid REACTIONS. All bearings 8-0-0. (Ib) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joini 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-13 to 3-3-13, Interior(l) 3-3-13 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard NT 53 - NbSTypt B1733-17 jM1 JACK -CLOSED Snake River Truss && Components, Idaho Falls, ID 83401, Robin PeMngill Oty Ply Fu1Ierl0/13(IDIRP — --� 12 �_ Job Reference (optional Run. 8120 seXr Au 15201]Print 4RFy0s Aug 15201]M'TeklM6GkVIWB. Fn Oo1131g:372L z] ly e1 ID:cBfPeXcAVOcntlJo0tMc4RFyU6AR-Te52KPbgO8FM6GkVIWBNCz6ADUzpK72LOdziwl Pa yr ' -1-&0 4-1-1 1-8j 4-1-1 3-801 01 5 2x4 1' Scale: 3/8"=1' Plate Offsets (X Y)-- [2:0-2-4,0-1-81 LOADING (psi)SPACING- 2-0-0 CSI. DEFL. in (loc)/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.33 Vert(LL) -0.10 5-8 >908 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.23 5-8 >411 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -MP Wind(ILL) -0.01 5-8 >999 240 Weight: 38 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bir WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/size) 2=549/0-5-8 (min. 0-1-8),5=387/Mechanical Max Horz 2=137(LC 11) Max Uplifl2=62(LC 12), 5= 32(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-435/70,9-10=-359/82.3-10=-299/84 BOT CHORD 2-5=-146/346 WEBS 3-5=-404/121 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during tmss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; 8=45ft; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 7-10-4 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Snake River Tw" S Cornwnenlc, Mahe Falls, ID 83401, Robin Petlii 2x4 II Scale = 1:30.4 3x6 11 4x4 = ride ullt� L14_U-1-1ZU-2-U715:U-3-120-1-e1 -- -- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.02 1-5 1 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.24 Vert(TL) -0.03 1-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 4 n1a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -P Wind(LL) 0.01 5 >999 240 Weight: 87 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF 1800F 1.6E end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=1418/0-5-8 (min. 0-1-8), 4=1434/Mechanical Max Harz 1=124(LC 20) Max Upliftl=-88(LC 8), 4=-107(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-19471125 BOT CHORD 1-6=-133/1620,5-6=-133/1620,5-7=-133/1620,4-7=-133/1620 WEBS 2-5=-69/1597. 2-4=-1908/164 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) V(IRC2012)=91mph; TCDL=4,2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4R; Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1 except Ql=1b) 4=107. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 692 Ib down and 56 Ib up at 2-0-12, and 6921b down and 56 lb up at 4-0-12, and 692 lb down and 561b up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pli) Vert: 1-3= 86, 1-4=16 Concentrated Loads (lb) Vert: 5=-692(F) 6=-692(F) 7=-692(F) Jb� T 81]3347 M Snake River Truss & Components, -h6-0 1 241-8 1 8-0-0 1-6-0 2-11-8 5-0-8 30 11 241-8 F— 8-0-0 2-11-8 5-0-8 Scale =1:31.0 Plate Offsets (X ))-- [3:0-1-12,0-2-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.04 5-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.38 Verl(TL) -0.08 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.43 Horzf l-) 0.05 5 n/a n/a BCDL 8.0 Code IRC2012fTP12007 Matrix -R Wind(LL) 0.02 5-6 >999 240 Weight: 39 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Bir WEBS 2x4 OF Stud/Std BOT CHORD REACTIONS. (Ib/size) 5=371/Mechanical, 2=562/0-5-8 (min. 0-1-8) Max Horz2=125(LC 9) Max Uplitt5=33(LC 9), 2=68(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-521/15,3-8=-424/26 BOT CHORD 2-7=-124/355,5-6=-291/944 WEBS 3-5=-892/243 Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard -Job �B1733-17 Snake River Truss Scale =1:17.8 LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. I&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Bir WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/slze) 4=146/Mechanical, 2=378/0-5-8 (min. 0-1-8) Max Horz 2=73(LC 9) Max Uplift4=-15(LC 9), 2= 68(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst; BCDL=4.2psf; h=25f ; B=45it L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-10-4 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 4-0-0 LOADING (pst) SPACING- 2-0-0 I CSI. DEFL. in floc) Wall Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Van( L) -0.01 2-4 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 2-4 >999 240 BOLL 0.0 Rep Stress Incr YES W B0.0 0 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P 1 Winci 0.00 2 "" 240 Weight: 17 lb FT=O% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. I&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Bir WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/slze) 4=146/Mechanical, 2=378/0-5-8 (min. 0-1-8) Max Horz 2=73(LC 9) Max Uplift4=-15(LC 9), 2= 68(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst; BCDL=4.2psf; h=25f ; B=45it L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-10-4 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 2x4 II 3 Scale: 1"=1' LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P Wind(LL) 0.00 2 >999 240 Weight: 9 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/size) 2=294/0-5-8 (min. 0-1-8), 4=30/Mechanical Max Horz 2=40(LC 12) Max Uplift2=-68(LC 12), 4= 5(LC 9) Max Grav 2=294(LC 1), 4=35(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) OTES1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-14 to 1-5-2, Interior(1) 1-5-2 to 1-10-4 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard