Loading...
HomeMy WebLinkAboutB17-0071_Approved plans_1510761984.pdfTransmittal No 09.22.2017-001 RA Nelson LLC P.O. Drawer 5400 51 Eagle Rd. #2 Avon CO 81620 ChamonixPROJECT: Sep 22, 2017DATE: 359 Design 3630 Osage St. Denver CO To: RE: B8-5 Trusses & Layout Rob Wilburger ATTN: JOB: 17-044 WE ARE SENDING: Shop Drawings Letter Change Order Prints Specifications Plans Samples Submittal: Other: Review and Comment As Requested Your Use SUBMITTED FOR: Approval Returned for Corrections Returned After Loan Submit Approved as Noted Approved as Submitted Returned ACTION TAKEN: Resubmit Sep 29, 2017 Other: Due SENT VIA: Other: N Attached Separate Cover Line Item Package Code Rev. QTY Date StatusDescription 1 Submittal FRAMING 061753-05 1 B8-5 Trusses & Layout Submitted for Approval Sep 22, 2017 REMARKS: CC: Signed: Kate McDonaldSUBMITTAL REVIEW Contractor’s review is for general conformance with the Contract Documents. Subcontractor or Supplier are responsible for verifying all field dimensions, fabrication and construction means, methods, sequences and coordination with affected trades. This review does not alter, supersede or replace the requirements of the Subcontract Agreement or Purchase Agreement. This review does not relieve the Architect and / or Engineers of their contractual responsibilities. REVIEWED MAKE CORRECTIONS NOTED REVISE AND RESUBMIT REJECTED Reviewed by: _____________________________ Date: ___________________________________ Submittal # ______________________________ R.A. NELSON LLC 22-Sep - 2017 X Review does not relieve contractor from responsibility for errors or de- viations from contract requirements. SGM SUBMITTAL REVIEW Project #: Submittal: Disposition: Date of Review: Reviewer: 2016-453.001 B7-5 Truss Shops No Exceptions Taken 9/25/2017 JJP This review was only for buildings 5-7. Building 8 has been revised and will be reviewed on a separate submittal. Though there are no exceptions taken, it should be noted that the gable portions of T06CGE2 and T07CGE2 will have continuous bearing. NO EXCEPTION TAKEN REVISE AND RESUBMIT MAKE CORRECTIONS NOTED SEE CONSULTANT REVIEW RECEIVED FOR RECORD ONLY REJECTED BY: DATE: Architect's or architect's consultant review is for general conformance of the submittal to the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications nor departures therefrom. The Contractor remains responsible for detail and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes and techniques of assembly, and for performing work in a safe and satisfactory manner. 359 DESIGN, LLC 09/26/2017Rob Wilberger X 11/15/17 B1705358 CHAMONIX - VAIL 2310 CHAMONIX ROAD VAIL, CO 81657 BUILDING 8 T08AGE T08AGE T08A1 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A2 T08A1 T08BGET08B1T08B2T08B2T08B2T08B2T08B2 T08BGE2T08CGET08CT08CT08CT08CT08CT08CGET08DGE T08DGE T08D1 T08D2 T08D2 T08D2 T08D2 T08D3 T08D3 T08D3 T08D3 T08D3 T08D3 T08D3 T08D2 T08D2 T08D2 T08D4 T08EGE T08EGE T08E1 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E2 T08E1 T08FGE T08FGE T08F1 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F2 T08F1 11/15/17 Job B1705358 Truss T08A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:39 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-_p7Eig7be9er54ddnOGl1HBxDhTGQkXrCihFHKybRbs Scale = 1:25.7 T1 W4 B1 W1 W2 W3 HW11 2 3 4 5 7 6 8 9 3x4 5x10 MT20HS 7x10 4x12 3x4 3x6 5x6 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 4-1-11 4-1-11 7-11-15 3-10-3 11-11-10 3-11-11 12-3-2 0-3-8 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.66 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.10 0.03 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 84 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=2716/0-5-8 (min. 0-3-1), 2=3413/0-5-8 (min. 0-3-11) Max Horz2=97(LC 11) Max Uplift6=-9(LC 10), 2=-65(LC 10) Max Grav6=3084(LC 19), 2=3729(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-5336/88, 3-8=-4977/92, 3-4=-4142/59, 4-9=-341/40, 5-6=-951/76 BOT CHORD 2-7=-194/4633, 6-7=-163/3457 WEBS 3-7=-899/272, 4-7=-73/679, 4-6=-3983/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-361(F=-141), 2-6=-20 Continued on page 2 11/15/17 Job B1705358 Truss T08A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:39 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-_p7Eig7be9er54ddnOGl1HBxDhTGQkXrCihFHKybRbs LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 8=-361(F=-141)-to-5=-501(F=-141) 11/15/17 Job B1705358 Truss T08A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:39 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-_p7Eig7be9er54ddnOGl1HB5ThS3QfVrCihFHKybRbs Scale = 1:25.7 T1 W4 B1 W1 W2 W3 HW11 2 3 4 5 6 8 7 9 10 3x4 5x10 MT20HS 6x8 5x10 3x4 3x6 4x6 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 4-1-11 4-1-11 7-11-15 3-10-3 11-11-10 3-11-11 12-3-2 0-3-8 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.33 0.73 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.11 0.05 (loc) 8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 73 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 2-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1951/0-5-8 (min. 0-3-13), 2=2181/0-5-8 (min. 0-4-2) Max Horz2=99(LC 11) Max Uplift7=-8(LC 10), 2=-54(LC 10) Max Grav7=2326(LC 19), 2=2492(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-3768/27, 3-9=-3547/31, 3-4=-3486/35, 4-5=-3007/16, 6-7=-705/63 BOT CHORD 2-8=-126/3217, 7-8=-111/2556 WEBS 4-8=-455/276, 5-8=-29/474, 5-7=-2973/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-220, 2-7=-20 Trapezoidal Loads (plf) Vert: 9=-220-to-6=-360 11/15/17 Job B1705358 Truss T08AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:40 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-S?hcv?7DPTmijECpL5n_aVkGw5y89Hj_QMRppmybRbr Scale = 1:19.5 T1 W1 B1 ST5 ST4ST3ST2 ST11 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x4 11-11-10 11-11-10 12-3-2 0-3-8 0-0-63-1-33.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.34 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz1=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=454(LC 18), 9=576(LC 18), 10=541(LC 18), 11=558(LC 18), 13=1383(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-547/97, 5-10=-518/78, 4-11=-517/59, 2-13=-1267/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 12-1-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-20 Trapezoidal Loads (plf) Vert: 1=-220-to-7=-360 11/15/17 Job B1705358 Truss T08B1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:41 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-wCE_7L8rAmvYLOn?vpJD6iGOpV6WuX38f0AMLCybRbq Scale = 1:55.4 T1 T2 T2 T1 B1 W5 W4 W3 W5 W4 W3 W1 W2 W9 W6 B2 W7 W8 B3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 7x10 6x8 6x8 8x14 MT20HS 5x10 7x12 MT20HS 6x8 6x12 5x6 2x4 5x63x6 7x10 8x12 10-0-0 10-0-0 18-11-2 8-11-2 26-7-15 7-8-13 26-10-90-2-10 28-11-2 2-0-9 -2-0-0 2-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-5-9 4-5-9 18-11-2 4-5-9 23-9-6 4-10-4 26-7-15 2-10-9 28-7-10 1-11-11 28-11-2 0-3-8 30-11-2 2-0-0 3-2-02-7-95-8-07-1-143-2-03.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-3-12], [6:0-3-0,0-3-12], [7:0-4-4,0-2-12], [13:0-1-8,0-1-12], [15:0-1-12,0-1-12] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.53 0.86 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.43 0.13 (loc) 13-15 13-15 12 l/defl >969 >741 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 201 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1,W7: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=5772/0-5-8 (min. 0-2-5), 12=6738/0-5-4 (min. 0-2-11) Max Horz16=-107(LC 12) Max Uplift16=-15(LC 14), 12=-24(LC 11) Max Grav16=5971(LC 19), 12=6822(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-342/42, 17-18=-281/45, 3-4=-6227/112, 4-19=-6458/145, 5-19=-6158/152, 5-20=-5110/150, 6-20=-5346/144, 6-7=-5170/107, 7-21=-106/1108, 8-21=-109/985, 8-22=-111/1043, 9-22=-113/884, 2-16=-1980/168 BOT CHORD 15-16=-119/4886, 15-23=-60/4665, 14-23=-60/4665, 14-24=-60/4665, 13-24=-60/4665, 12-13=-284/2405 WEBS 5-13=-319/995, 6-13=-2442/109, 7-13=-56/3148, 5-15=-30/2477, 4-15=-2549/110, 3-15=0/1351, 3-16=-6263/128, 7-12=-5835/179, 8-12=-838/321, 9-12=-1532/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9, Interior(1) 18-11-2 to 31-0-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 16, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 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) StandardContinued on page 2 11/15/17 Job B1705358 Truss T08B1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:41 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-wCE_7L8rAmvYLOn?vpJD6iGOpV6WuX38f0AMLCybRbq LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-361(F=-141), 2-4=-361(F=-141), 4-5=-361(F=-141), 5-6=-361(F=-141), 6-9=-361(F=-141), 9-10=-361(F=-141), 11-16=-20 11/15/17 Job B1705358 Truss T08B2 Truss Type ROOF SPECIAL Qty 5 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:41 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-wCE_7L8rAmvYLOn?vpJD6iGQ8V5luX68f0AMLCybRbq Scale = 1:55.4 T1 T2 T2 T1 B1 W5 W4 W3 W5 W4 W3 W1 W2 W9W6 B2 W7 W8 B3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 6x8 5x8 6x8 5x8 5x8 6x8 5x8 5x8 5x6 2x4 5x63x6 6x8 7x10 10-0-010-0-0 18-11-2 8-11-2 26-7-157-8-13 26-10-90-2-10 28-11-2 2-0-9 -2-0-0 2-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-5-9 4-5-9 18-11-2 4-5-9 23-9-6 4-10-4 26-7-15 2-10-9 28-7-10 1-11-11 28-11-2 0-3-8 30-11-2 2-0-0 3-2-02-7-95-8-07-1-143-2-03.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-3-0], [13:0-1-8,0-2-0], [15:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.44 0.91 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.44 0.10 (loc) 13-15 15-16 12 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E *Except* T2: 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1,W7: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=3620/0-5-8 (min. 0-1-8), 12=4227/0-5-4 (min. 0-1-11) Max Horz16=-107(LC 12) Max Uplift16=-28(LC 14), 12=-33(LC 11) Max Grav16=3819(LC 19), 12=4310(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4007/35, 4-19=-4074/58, 5-19=-3855/70, 5-20=-3216/82, 6-20=-3368/70, 6-7=-3323/43, 7-21=-92/947, 8-21=-99/935, 8-22=-100/841, 9-22=-102/833, 2-16=-1268/139 BOT CHORD 15-16=-53/3149, 15-23=0/2903, 14-23=0/2903, 14-24=0/2903, 13-24=0/2903, 12-13=-428/1539 WEBS 5-13=-367/909, 6-13=-1655/80, 7-13=-15/2022, 5-15=-4/1803, 4-15=-1737/79, 3-15=0/930, 3-16=-4016/47, 7-12=-3685/100, 8-12=-526/378, 9-12=-1444/201 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9, Interior(1) 18-11-2 to 31-0-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 12 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 lb uplift at joint(s) 16, 12. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08BGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:42 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-POoMKh9Tx41PyYMBSWqSfwpfOvd9dBzHugwvufybRbp Scale = 1:56.2 W1 T1 T2 T2 T1 W1 B1 ST11ST10ST9ST8ST7ST6ST5 ST4 ST3 ST2 ST1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 B2W2 W4 W3 W3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 3332 31 30 29 28 27 26 25 49 50 51 52 53 54 4x4 6x8 5x6 6x8 5x6 3x4 3x4 4x4 10-1-4 10-1-4 18-9-14 8-8-10 26-10-9 8-0-11 28-11-2 2-0-9 10-1-4 10-1-4 14-5-9 4-4-5 18-9-14 4-4-5 28-7-10 9-9-12 28-11-2 0-3-8 2-6-85-0-136-6-42-6-83.00 12 4.00 12 Plate Offsets (X,Y)-- [37:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.15 0.07 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-11-2. (lb) - Max Horz48=-88(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 38, 42, 43, 44, 45, 46, 47, 34, 33, 30, 29, 28, 27, 26, 40, 32 except 48=-373(LC 36) Max Grav All reactions 250 lb or less at joint(s) 48, 33, 27, 40, 32 except 36=382(LC 1), 37=429(LC 32), 38=428(LC 32), 39=276(LC 18), 41=339(LC 18), 42=425(LC 18), 43=423(LC 18), 44=385(LC 18), 45=360(LC 33), 46=378(LC 33), 47=611(LC 1), 35=441(LC 19), 34=425(LC 35), 31=322(LC 19), 30=428(LC 19), 29=425(LC 19), 28=390(LC 19), 26=917(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-48=-165/369, 23-24=-40/271 WEBS 13-36=-353/0, 12-37=-403/49, 11-38=-403/58, 10-39=-253/30, 8-41=-315/27, 7-42=-398/32, 6-43=-397/32, 5-44=-358/31, 4-45=-334/36, 3-46=-352/56, 2-47=-281/57, 14-35=-415/46, 15-34=-398/57, 18-31=-298/25, 19-30=-400/32, 20-29=-402/32, 21-28=-352/31, 23-26=-654/112, 1-47=-412/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 14-5-9, Corner(3) 14-5-9 to 17-5-9, Exterior(2) 18-9-14 to 28-9-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. Continued on page 2 11/15/17 Job B1705358 Truss T08BGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:42 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-POoMKh9Tx41PyYMBSWqSfwpfOvd9dBzHugwvufybRbp NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 42, 43, 44, 45, 46, 47, 34, 33, 30, 29, 28, 27, 26, 40, 32 except (jt=lb) 48=373. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08BGE2 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:43 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-taMlY1A6iN9GahxO0ELhC7Ln9Ix2Mc4R7KfTQ5ybRbo Scale = 1:61.0 W1 T1 T2 T2 T1 W1 B1 ST10ST9 ST8ST7ST6 ST5ST4 ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 B2W2 W4 W3 W3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 47 48 49 50 3x6 5x6 6x8 5x6 6x8 5x6 5x6 3x63x63x63x63x63x6 5x6 3x6 3x6 3x6 3x6 3x6 3x6 3x4 3x6 10-0-0 10-0-0 18-11-2 8-11-2 28-11-2 10-0-0 -2-0-02-0-0 10-0-010-0-0 14-5-94-5-9 18-11-2 4-5-9 28-7-10 9-8-8 28-11-20-3-8 30-11-2 2-0-0 3-2-05-8-07-1-143-2-03.00 12 4.00 12 Plate Offsets (X,Y)-- [36:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.34 0.22 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.09 -0.03 (loc) 23-24 23-24 26 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E *Except* T2: 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-10-9. (lb) - Max Horz46=-107(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 37, 39, 41, 42, 43, 33, 31, 38, 32 except 46=-1182(LC 37), 44=-117(LC 18), 45=-112(LC 11), 27=-462(LC 18), 26=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 27 except 46=537(LC 34), 35=556(LC 1), 36=445(LC 19), 37=516(LC 19), 39=357(LC 19), 40=408(LC 19), 41=431(LC 19), 42=431(LC 19), 43=383(LC 19), 44=257(LC 1), 45=1334(LC 18), 34=482(LC 20), 33=531(LC 20), 31=412(LC 20), 30=415(LC 20), 29=418(LC 20), 28=366(LC 20), 26=1729(LC 37), 38=405(LC 19), 32=317(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-46=-537/1145, 2-3=-91/571, 3-4=-108/765, 4-5=-93/803, 5-6=-79/796, 6-7=-68/791, 7-8=-56/789, 8-9=-45/791, 9-10=-37/812, 10-47=-22/804, 11-47=-16/815, 11-12=0/816, 12-13=0/792, 13-14=0/786, 14-15=0/816, 15-48=0/823, 16-48=-2/812, 16-17=-11/785, 17-18=-26/798, 18-19=-37/798, 19-20=-48/798, 20-21=-55/778, 21-22=-52/690, 22-49=-83/760, 23-49=-89/751 BOT CHORD 44-45=-765/110, 43-44=-765/110, 42-43=-765/110, 41-42=-765/110, 40-41=-765/110, 39-40=-765/110, 38-39=-765/110, 37-38=-766/111, 36-37=-766/111, 35-36=-764/111, 34-35=-764/111, 33-34=-764/111, 32-33=-764/111, 31-32=-767/110, 30-31=-767/110, 29-30=-767/110, 28-29=-767/110, 27-28=-767/110, 26-27=-767/110 WEBS 13-35=-527/29, 12-36=-420/50, 11-37=-486/63, 9-39=-337/57, 8-40=-380/30, 7-41=-404/32, 6-42=-405/33, 5-43=-356/41, 3-45=-80/771, 14-34=-457/46, 15-33=-499/65, 17-31=-392/42, 18-30=-384/31, 19-29=-400/31, 20-28=-307/62, 21-27=-71/333, 22-26=-882/128, 2-45=-2145/463, 23-26=-1127/162, 10-38=-377/45, 16-32=-289/97 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-0-14 to 1-1-9, Exterior(2) 1-1-9 to 14-5-9, Corner(3) 14-5-9 to 17-5-9, Exterior(2) 18-11-2 to 31-0-0 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. Continued on page 2 11/15/17 Job B1705358 Truss T08BGE2 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:44 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Lnw7lNBkThH7CrWaaxswkLuyviHH53KaL_P0yXybRbn NOTES- 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 39, 41, 42, 43, 33, 31, 38, 32 except (jt=lb) 46=1182, 44=117, 45=112, 27=462, 26=110. 12) Non Standard bearing condition. Review required. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 15) 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. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08C Truss Type COMMON Qty 5 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:44 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Lnw7lNBkThH7CrWaaxswkLuwei825xFaL_P0yXybRbn Scale = 1:57.7 T2 T2 B1 W1 W2 W3 W4 W5 W6 W7 BL1W8 T1 T3 B2 HW1 W9 W10 B31 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 7x10 6x8 6x8 5x10 5x10 7x16 5x12 MT20HS 4x6 2x4 3x4 5x6 6x8 4x6 6x8 2x4 7x10 7x10 7x10 6-4-26-4-2 12-4-146-0-11 18-5-96-0-11 25-0-96-7-1 30-7-155-7-6 30-10-90-2-10 31-11-2 1-0-9 -2-0-0 2-0-0 6-4-2 6-4-2 12-4-14 6-0-11 18-5-9 6-0-11 25-0-9 6-7-1 30-7-15 5-7-6 31-7-10 0-11-11 31-11-2 0-3-8 33-11-2 2-0-0 1-0-07-1-147-5-82-8-04.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-8], [2:0-0-15,0-3-4], [10:0-4-0,0-3-0], [11:0-3-8,0-4-8], [14:0-2-0,0-3-8], [15:0-1-12,0-3-0] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.81 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.36 0.11 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 233 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except* B1: 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W9: 2x6 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x6 HFSPF 1650F 1.5E 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=4316/0-5-8 (min. 0-4-7), 14=4622/0-5-4 (min. 0-1-14) Max Horz2=99(LC 13) Max Uplift2=-29(LC 14), 14=-27(LC 14) Max Grav2=4439(LC 19), 14=4710(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-7991/0, 3-20=-7684/1, 3-4=-7665/13, 4-21=-6756/41, 5-21=-6616/44, 5-6=-6579/57, 6-22=-4599/79, 7-22=-4363/91, 7-23=-4359/82, 8-23=-4605/70, 8-9=-4001/55, 9-10=-4215/42, 10-11=-44/578, 11-12=0/312 BOT CHORD 2-19=-13/7046, 18-19=-13/7046, 17-18=0/6276, 16-17=0/6276, 15-16=0/3795, 14-15=-772/75 WEBS 4-18=-835/130, 6-18=0/465, 6-16=-3056/43, 7-16=0/1421, 8-16=-470/1038, 8-15=-1726/96, 10-15=-39/4352, 10-14=-4226/34, 11-14=-1578/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 1-1-3, Interior(1) 1-1-3 to 18-5-9, Exterior(2) 18-5-9 to 21-7-14 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 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08CGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:46 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-H92tA3C_?IXrR9fzhMuOpmzI4WzqZ_btpIu71QybRbl Scale = 1:57.7 T2 T3 W3 B1 ST13 ST12 ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2 ST1 ST12 ST11 ST10 ST9 ST14 ST15 ST16 ST17 ST4 T4 B1W1 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 51 50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 28 52 53 54 55 56 57 6x8 5x6 6x8 5x6 5x8 5x6 3x6 3x6 3x65x8 3x6 3x6 3x6 3x6 3x4 3x6 31-11-2 31-11-2 -2-0-02-0-0 18-5-918-5-9 31-7-10 13-2-1 31-11-2 0-3-8 33-11-2 2-0-0 1-0-07-1-147-5-82-8-04.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-8], [7:0-4-0,Edge], [20:0-4-0,0-3-13], [26:0-2-14,0-2-8], [40:0-3-0,0-0-4] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.37 0.21 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 26 26-27 29 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T1,T4: 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-10-9. (lb) - Max Horz2=101(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 36, 35, 34, 33, 32, 31, 29 except 51=-378(LC 18), 30=-536(LC 18) Max Grav All reactions 250 lb or less at joint(s) 30 except 2=1097(LC 18), 38=488(LC 1), 39=451(LC 19), 41=445(LC 19), 42=436(LC 19), 43=436(LC 19), 44=437(LC 19), 45=439(LC 19), 46=431(LC 19), 47=367(LC 19), 48=331(LC 19), 49=332(LC 19), 50=368(LC 1), 51=308(LC 1), 37=494(LC 20), 36=457(LC 20), 35=507(LC 20), 34=410(LC 20), 33=461(LC 20), 32=443(LC 20), 31=431(LC 20), 29=1466(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-52=-154/472, 3-52=-144/493, 3-4=-115/684, 4-5=-98/651, 5-6=-83/650, 6-7=-66/644, 7-8=-62/653, 8-53=-49/639, 9-53=-47/647, 9-10=-33/646, 10-11=-19/647, 11-12=-15/647, 12-13=-17/646, 13-54=-22/645, 14-54=-17/648, 14-15=-28/652, 15-16=-32/627, 16-17=-32/628, 17-18=-28/651, 18-55=-15/647, 19-55=-22/639, 19-20=-16/661, 20-21=-13/638, 21-22=-6/656, 22-23=-14/658, 23-24=-28/633, 24-25=-30/495, 25-56=-44/558, 26-56=-47/551, 26-27=0/312 BOT CHORD 2-51=-609/84, 50-51=-609/84, 49-50=-609/84, 48-49=-609/84, 47-48=-609/84, 46-47=-609/84, 45-46=-609/84, 44-45=-609/84, 43-44=-609/84, 42-43=-609/84, 41-42=-609/84, 40-41=-609/84, 39-40=-609/84, 38-39=-609/84, 37-38=-609/84, 36-37=-609/84, 35-36=-609/84, 34-35=-609/84, 33-34=-611/83, 32-33=-611/83, 31-32=-611/83, 30-31=-611/83, 29-30=-611/83 WEBS 16-38=-461/4, 15-39=-424/52, 14-41=-419/58, 13-42=-410/39, 12-43=-409/33, 11-44=-410/33, 10-45=-413/34, 9-46=-405/34, 8-47=-340/36, 6-48=-305/35, 5-49=-305/36, 4-50=-345/40, 3-51=-272/395, 17-37=-468/41, 18-36=-431/59, 19-35=-480/41, 20-34=-384/43, 21-33=-432/37, 22-32=-423/35, 23-31=-379/54, 24-30=-173/408, 25-29=-568/40, 26-29=-1121/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-1-2 to 1-1-3, Exterior(2) 1-1-3 to 18-5-9, Corner(3) 18-5-9 to 21-7-14 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1Continued on page 2 11/15/17 Job B1705358 Truss T08CGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:46 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-H92tA3C_?IXrR9fzhMuOpmzI4WzqZ_btpIu71QybRbl NOTES- 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 36, 35, 34, 33, 32, 31, 29 except (jt=lb) 51=378, 30=536. 11) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08D1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:47 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-lLcFNPDcmcfi3JE9F3PdMzWSbvD4IOq01ydgZsybRbk Scale = 1:40.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 6x8 4x16 4x165x8 4x64x6 3x4 3x4 7-9-9 7-9-9 15-7-2 7-9-9 -2-0-0 2-0-0 4-0-8 4-0-8 7-9-9 3-9-0 11-6-9 3-9-1 15-3-10 3-9-1 15-7-2 0-3-8 17-7-2 2-0-0 5-2-87-1-145-2-83.00 12 Plate Offsets (X,Y)-- [8:1-0-8,0-2-0], [10:1-0-8,0-2-0] LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.44 0.60 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.03 (loc) 9-10 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=3914/0-5-8 (min. 0-2-3), 8=3914/0-5-8 (min. 0-2-3) Max Horz10=-143(LC 12) Max Uplift10=-61(LC 10), 8=-61(LC 11) Max Grav10=4035(LC 19), 8=4035(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=0/259, 3-13=-1905/75, 4-13=-1721/80, 4-14=-1721/80, 5-14=-1905/75, 6-16=0/259, 2-10=-1903/163, 6-8=-1903/165 BOT CHORD 10-17=-128/1389, 17-18=-128/1389, 9-18=-128/1389, 9-19=-78/1389, 19-20=-78/1389, 8-20=-78/1389 WEBS 4-9=-640/56, 5-9=-14/669, 3-9=-12/669, 3-10=-2535/91, 5-8=-2535/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 110.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 10, 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 lb uplift at joint(s) 10, 8. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 Continued on page 2 11/15/17 Job B1705358 Truss T08D1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:47 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-lLcFNPDcmcfi3JE9F3PdMzWSbvD4IOq01ydgZsybRbk LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-381(F=-141), 2-4=-381(F=-141), 4-6=-381(F=-141), 6-7=-381(F=-141), 8-10=-20 11/15/17 Job B1705358 Truss T08D2 Truss Type COMMON Qty 7 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-DYAebkEEXwnZgTpLpnxsvB3eVJaA1iHAGcNE5IybRbj Scale = 1:42.5 T1 T2 B1 W4 W5 W3 W1 W2 W7W6 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 6x8 3x4 3x10 4x44x6 3x4 5x10 MT20HS 3x10 7-9-9 7-9-9 15-7-2 7-9-9 -2-0-0 2-0-0 4-0-9 4-0-9 7-9-9 3-9-1 11-6-10 3-9-1 15-3-10 3-9-1 15-7-2 0-3-8 5-2-87-1-145-2-83.00 12 LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.37 0.54 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 110 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E *Except* T2: 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=2560/0-5-8 (min. 0-4-3), 7=1951/0-5-8 (min. 0-3-4) Max Horz9=146(LC 13) Max Uplift9=-54(LC 10), 7=-5(LC 11) Max Grav9=2560(LC 1), 7=1981(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-1289/49, 4-11=-1168/58, 4-12=-1156/61, 5-12=-1276/51, 2-9=-1394/138, 6-7=-450/44 BOT CHORD 9-14=-137/921, 14-15=-137/921, 8-15=-137/921, 8-16=-93/998, 16-17=-93/998, 7-17=-93/998 WEBS 4-8=-314/70, 5-8=-63/457, 3-8=-5/551, 3-9=-1676/68, 5-7=-1804/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 110.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08D3 Truss Type COMMON Qty 7 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-DYAebkEEXwnZgTpLpnxsvB3fgJa01spAGcNE5IybRbj Scale = 1:42.5 T1 T1 B1 W4 W3 W3 W1 W2 W1 W2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 3x4 5x6 3x4 3x10 4x44x4 3x10 3x10 7-9-9 7-9-9 15-7-2 7-9-9 4-0-9 4-0-9 7-9-9 3-9-1 11-6-10 3-9-1 15-3-10 3-9-1 15-7-2 0-3-8 5-2-87-1-145-2-83.00 12 LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.55 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1989/0-5-8 (min. 0-3-4), 6=1989/0-5-8 (min. 0-3-4) Max Horz8=140(LC 13) Max Uplift8=-3(LC 10), 6=-3(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1324/51, 3-10=-1198/61, 3-11=-1198/61, 4-11=-1324/50, 1-8=-436/45, 5-6=-436/44 BOT CHORD 8-13=-132/1021, 13-14=-132/1021, 7-14=-132/1021, 7-15=-92/1021, 15-16=-92/1021, 6-16=-92/1021 WEBS 4-7=-63/490, 2-7=-63/490, 2-8=-1846/110, 4-6=-1846/109 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08D4 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-DYAebkEEXwnZgTpLpnxsvB3dKJZ01qMAGcNE5IybRbj Scale = 1:40.7 T1 T2 B1 W3 W2W2 BL1 W1 BL1 W1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 6x8 3x4 4x16 4x165x8 4x64x6 3x4 7-9-9 7-9-9 15-7-2 7-9-9 -2-0-0 2-0-0 4-0-9 4-0-9 7-9-9 3-9-1 11-6-10 3-9-1 15-3-10 3-9-1 15-7-2 0-3-8 5-2-87-1-145-2-83.00 12 Plate Offsets (X,Y)-- [7:1-0-8,0-2-0], [9:1-0-8,0-2-0] LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.44 0.61 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.03 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=3975/0-5-8 (min. 0-2-2), 7=3007/0-5-8 (min. 0-1-10) Max Horz9=145(LC 13) Max Uplift9=-59(LC 10), 7=-8(LC 11) Max Grav9=3975(LC 1), 7=3037(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/259, 3-11=-1975/75, 4-11=-1790/79, 4-12=-1790/85, 5-12=-1985/80, 2-9=-1785/164, 6-7=-673/52 BOT CHORD 9-14=-154/1428, 14-15=-154/1428, 8-15=-154/1428, 8-16=-113/1539, 16-17=-113/1539, 7-17=-113/1539 WEBS 4-8=-562/51, 5-8=0/572, 3-8=-11/723, 3-9=-2606/90, 5-7=-2792/151 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 110.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 9, 7 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 lb uplift at joint(s) 9, 7. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 11/15/17 Job B1705358 Truss T08D4 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:48 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-DYAebkEEXwnZgTpLpnxsvB3dKJZ01qMAGcNE5IybRbj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-381(F=-141), 4-6=-381(F=-141), 7-9=-20 11/15/17 Job B1705358 Truss T08DGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:49 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-hkj0o4EsIDvQIdOYNUS5RObu9j1ImM4JVG6nelybRbi Scale = 1:37.9 W1 T1 T1 W1 B1 ST6ST5ST4ST3 ST2ST1 ST5 ST4 ST3 ST2 ST1 W2 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 4x4 5x6 4x4 3x4 3x4 15-7-2 15-7-2 7-9-9 7-9-9 15-3-10 7-6-1 15-7-2 0-3-8 4-2-146-2-44-2-143.00 12 LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.06 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-7-2. (lb) - Max Horz26=115(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 18, 17, 16, 15 except 26=-122(LC 12), 14=-101(LC 13) Max Grav All reactions 250 lb or less at joint(s) 26, 14 except 20=331(LC 1), 21=407(LC 18), 22=415(LC 18), 23=409(LC 18), 24=422(LC 18), 25=376(LC 18), 19=407(LC 19), 18=415(LC 19), 17=409(LC 19), 16=422(LC 19), 15=376(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-20=-304/13, 6-21=-380/54, 5-22=-388/54, 4-23=-383/38, 3-24=-394/50, 2-25=-322/86, 8-19=-380/53, 9-18=-388/54, 10-17=-383/38, 11-16=-394/52, 12-15=-322/82 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 7-9-9, Corner(3) 7-9-9 to 10-9-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 18, 17 , 16, 15 except (jt=lb) 26=122, 14=101. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:50 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-AwHO0QFV2X1HwmzkwCzK_c8zN7CEVjmSkvsLABybRbh Scale = 1:30.1 W1 T1 B1 W2 W3 W4 W6 W5 T2 1 2 3 4 5 6 9 8 7 10 11 12 3x4 6x8 5x8 5x6 3x4 5x6 4x6 12x18 MT18HS 6-8-13 6-8-13 13-7-2 6-10-5 4-7-1 4-7-1 9-0-1 4-5-1 13-3-10 4-3-9 13-7-2 0-3-8 15-7-2 2-0-0 5-1-131-9-03.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-6-4,Edge], [9:1-2-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.41 0.76 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.06 (loc) 8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=3402/0-5-8 (min. 0-2-0), 9=2467/0-5-8 (min. 0-1-9) Max Horz9=-133(LC 10) Max Uplift7=-60(LC 11), 9=-12(LC 11) Max Grav7=3738(LC 20), 9=2897(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-769/63, 2-10=-291/52, 2-3=-3010/50, 3-4=-3166/46, 11-12=-311/26, 5-12=-379/25, 5-7=-1854/180 BOT CHORD 8-9=-29/2604, 7-8=-37/3329 WEBS 2-9=-3309/131, 2-8=0/609, 4-8=-563/224, 4-7=-3681/62 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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) Bearing at joint(s) 7, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 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 Continued on page 2 11/15/17 Job B1705358 Truss T08E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:50 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-AwHO0QFV2X1HwmzkwCzK_c8zN7CEVjmSkvsLABybRbh LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-361(F=-141), 5-6=-361(F=-141), 7-9=-20 11/15/17 Job B1705358 Truss T08E2 Truss Type ROOF SPECIAL Qty 12 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:50 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-AwHO0QFV2X1HwmzkwCzK_c8zb7EGViGSkvsLABybRbh Scale = 1:30.1 W1 T1 B1 W2 W3 W5 W4 T2 1 2 3 4 5 8 7 6 9 10 11 5x8 4x4 6x8 5x10 MT20HS 4x6 5x8 6x12 6-10-5 6-10-5 13-7-2 6-8-13 6-10-5 6-10-5 13-3-10 6-5-5 13-7-2 0-3-8 15-7-2 2-0-0 5-1-131-9-03.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [6:0-3-8,Edge], [7:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.40 0.63 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.03 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 86 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1556/0-5-8 (min. 0-3-4), 6=2125/0-5-8 (min. 0-4-1) Max Horz8=-133(LC 10) Max Uplift8=-9(LC 11), 6=-56(LC 11) Max Grav8=1986(LC 20), 6=2461(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-812/69, 2-3=-299/40, 3-10=-2604/15, 10-11=-2711/0, 4-11=-2798/0, 4-6=-2393/146 BOT CHORD 7-8=0/2526 WEBS 3-8=-2729/76, 3-7=-341/218, 4-7=0/2380 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 6. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08EGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:51 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-e7rmDmG7pr98YwYwUvUZWphCKXjnEGbcyZbuidybRbg Scale = 1:21.9 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 W2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 4x6 4x4 4x4 13-3-10 13-3-10 13-7-2 0-3-8 4-2-30-9-73.00 12 Plate Offsets (X,Y)-- [9:0-1-11,0-2-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.08 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz19=-104(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 19, 18, 17, 16, 15, 14, 13, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 19 except 10=307(LC 1), 18=385(LC 19), 17=414(LC 19), 16=401(LC 19), 15=400(LC 19), 14=400(LC 19), 13=410(LC 19), 12=313(LC 19), 11=677(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-18=-358/70, 3-17=-387/59, 4-16=-374/37, 5-15=-373/35, 6-14=-375/35, 7-13=-379/36, 8-12=-304/28, 9-11=-613/118 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 13-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 18, 17, 16, 15, 14 , 13, 12, 11. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705358 Truss T08F1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:51 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-e7rmDmG7pr98YwYwUvUZWph13XV6E2XcyZbuidybRbg Scale = 1:23.5 W1 T1 B1 W2 W3 W4 W5 1 2 3 4 5 7 6 8 9 5x8 4x6 7x10 5x6 4x4 6x8 5x10 6-0-13 6-0-13 12-3-2 6-2-5 4-1-114-1-11 7-11-15 3-10-3 11-9-12 3-9-13 11-11-10 0-1-14 12-3-2 0-3-8 14-3-22-0-0 4-0-124-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-3-0] LOADING (psf) TCLL (Roof Snow=120.0) TCDL BCLL BCDL 120.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.80 0.91 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.09 0.03 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1,W5: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=2697/0-5-8 (min. 0-3-1), 4=3583/0-5-8 (min. 0-3-15) Max Horz7=-97(LC 10) Max Uplift7=-8(LC 11), 4=-64(LC 11) Max Grav7=3092(LC 20), 4=3977(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-927/68, 2-8=-369/38, 2-3=-4072/38, 3-9=-4993/68, 4-9=-5412/62 BOT CHORD 6-7=-23/3335, 4-6=-50/4656 WEBS 2-7=-3854/126, 2-6=-66/766, 3-6=-1019/296 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; 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 14-4-0 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 2) TCLL: ASCE 7-10; Pf=120.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 120.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-5=-401(F=-141), 4-7=-20 Trapezoidal Loads (plf) Vert: 1=-501(F=-141)-to-3=-397(F=-141) 11/15/17 Job B1705358 Truss T08F2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:52 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-6JP8R6Hla8H?94762d?o31DGTwxyzc2lBDLRE4ybRbf Scale = 1:26.0 W1 T1 B1 W2 W3 HW2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 4x6 6x8 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 6-0-13 6-0-13 11-11-10 5-10-13 12-3-2 0-3-8 14-3-2 2-0-0 4-0-124-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-12] LOADING (psf) TCLL (Roof Snow=120.0) TCDL BCLL BCDL 120.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.56 0.55 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.15 0.05 (loc) 6 4-6 4 l/defl >999 >982 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1958/0-5-8 (min. 0-3-0), 4=2366/0-5-8 (min. 0-3-8) Max Horz7=-99(LC 12) Max Uplift7=-7(LC 11), 4=-54(LC 11) Max Grav7=2364(LC 20), 4=2772(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1105/75, 2-8=-348/35, 2-9=-3517/18, 3-9=-3538/11, 3-10=-3741/1, 4-10=-4009/0 BOT CHORD 6-7=0/3433, 4-6=0/3433 WEBS 2-7=-3578/78, 2-6=0/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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 2) TCLL: ASCE 7-10; Pf=120.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 120.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-260, 4-7=-20 Trapezoidal Loads (plf) Vert: 1=-360-to-9=-260 11/15/17 Job B1705358 Truss T08FGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:52 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-6JP8R6Hla8H?94762d?o31DKyw2DzijlBDLRE4ybRbf Scale = 1:19.2 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 W2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 5x8 4x4 4x4 3x10 12-3-2 12-3-2 12-3-2 12-3-2 3-1-20-0-53.00 12 Plate Offsets (X,Y)-- [6:0-1-11,0-2-0], [7:0-0-4,0-2-0], [7:0-0-4,0-2-12] LOADING (psf) TCLL (Roof Snow=120.0) TCDL BCLL BCDL 120.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz13=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13, 9 except 7=577(LC 19), 12=548(LC 19), 11=556(LC 19), 10=556(LC 19), 8=1359(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-521/80, 3-11=-533/72, 4-10=-517/49, 6-8=-1254/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-3 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=120.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 9, 8. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-15=-260, 7-13=-20 Continued on page 2 11/15/17 Job B1705358 Truss T08FGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 8 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 09:04:52 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-6JP8R6Hla8H?94762d?o31DKyw2DzijlBDLRE4ybRbf LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-360(F=-100)-to-15=-260 11/15/17 B1705365 CHAMONIX - VAIL 2310 CHAMONIX ROAD VAIL, COLORADO 81657 BUILDING 7 T07AGE T07A1 T07AGE T07A1 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07A2 T07BGE1 T07B4 T07BGE1 T07B1 T07B2 T07B2 T07B2 T07B2 T07B2 T07B2 T07B2 T07B2 T07B2 T07B2 T07B3 T07B3 T07CGE T07C1 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C2 T07C3 T07CGE3 T07DGE1 T07D4 T07CGE2 T07DGE1 T07D1 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D2 T07D3 T07EGE T07E1 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E2 T07E1 T07EGE 11/15/17 Job B1705365 Truss T07A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:09 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-unDgKIWW58bD3F7OT4iQrtSd3p8jg_Xl?ayi?EybMFC Scale = 1:25.7 T1 W4 B1 W1 W2 W3 HW11 2 3 4 5 7 6 8 9 10 3x4 5x10 MT20HS 7x10 4x12 4x4 3x6 5x6 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 4-1-11 4-1-11 7-11-15 3-10-3 11-11-10 3-11-11 12-3-2 0-3-8 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.97 0.67 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.11 0.04 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 84 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=2612/0-5-8 (min. 0-3-0), 2=3770/0-5-8 (min. 0-4-2) Max Horz2=97(LC 11) Max Uplift6=-7(LC 10), 2=-63(LC 10) Max Grav6=3017(LC 19), 2=4175(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-5589/37, 3-8=-5149/44, 3-4=-4203/19, 4-9=-326/36, 5-6=-883/62 BOT CHORD 2-7=-149/4793, 6-7=-124/3454 WEBS 3-7=-1031/313, 4-7=-117/764, 4-6=-3981/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-431(F=-141), 2-6=-20 Continued on page 2 11/15/17 Job B1705365 Truss T07A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:09 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-unDgKIWW58bD3F7OT4iQrtSd3p8jg_Xl?ayi?EybMFC LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-431(F=-141)-to-5=-461(F=-141) 11/15/17 Job B1705365 Truss T07A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:09 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-unDgKIWW58bD3F7OT4iQrtSkdp6Vgzcl?ayi?EybMFC Scale = 1:25.7 T1 W3 B1 W1 W2 HW11 2 3 4 5 7 6 8 9 10 4x6 5x10 MT20HS 7x10 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 6-0-13 6-0-13 11-11-10 5-10-13 12-3-2 0-3-8 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.55 0.81 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.17 0.06 (loc) 7 7 6 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-0-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1854/0-5-8 (min. 0-3-12), 2=2532/0-5-8 (min. 0-4-14) Max Horz2=99(LC 11) Max Uplift6=-6(LC 10), 2=-54(LC 10) Max Grav6=2267(LC 19), 2=2945(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-4087/0, 3-8=-3783/0, 3-4=-3571/6, 4-9=-337/34, 5-6=-1037/69 BOT CHORD 2-7=-83/3465, 6-7=-83/3465 WEBS 4-7=0/271, 4-6=-3599/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-290, 2-6=-20 Continued on page 2 11/15/17 Job B1705365 Truss T07A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:09 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-unDgKIWW58bD3F7OT4iQrtSkdp6Vgzcl?ayi?EybMFC LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-290-to-5=-320 11/15/17 Job B1705365 Truss T07AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:10 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Mzn3XeX8sSj4hPia1oEfO5?zYCd4PXfuDEiFXgybMFB Scale = 1:19.5 T1 W2 B1 ST5 ST4 ST3ST2 ST1 W11 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x84x4 4x4 3x10 11-11-10 11-11-10 12-3-2 0-3-8 0-0-63-1-33.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-2-12], [1:0-0-4,0-2-0], [2:0-1-11,0-2-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.08 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz1=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=624(LC 18), 9=524(LC 18), 10=500(LC 18), 11=530(LC 18), 13=1410(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-496/76, 5-10=-476/58, 4-11=-491/40, 2-13=-1307/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 12-1-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12, 13. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-290, 1-8=-20 Continued on page 2 11/15/17 Job B1705365 Truss T07AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:10 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Mzn3XeX8sSj4hPia1oEfO5?zYCd4PXfuDEiFXgybMFB LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 17=-290-to-7=-320 11/15/17 Job B1705365 Truss T07B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:10 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Mzn3XeX8sSj4hPia1oEfO5?wtCY3PR3uDEiFXgybMFB Scale = 1:26.4 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 6x8 3x4 5x10 MT20HS 8x14 MT20HS 7x16 4x4 3x6 5x8 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 4-7-1 4-7-1 8-10-9 4-3-9 13-3-10 4-5-1 13-7-2 0-3-8 1-0-04-4-134-6-43.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-4-0], [2:0-1-6,0-3-8] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.45 0.40 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.12 0.04 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 95 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x6 HFSPF 1650F 1.5E 2-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2574/0-5-8 (min. 0-3-0), 2=3604/0-5-8 (min. 0-3-15) Max Horz2=107(LC 11) Max Uplift8=-9(LC 10), 2=-64(LC 10) Max Grav8=3002(LC 19), 2=3942(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5724/64, 10-11=-5611/64, 3-11=-5318/66, 3-4=-5271/66, 4-5=-4333/28, 5-6=-4194/32, 6-12=-324/39, 7-8=-830/65 BOT CHORD 2-9=-169/4931, 8-9=-136/3575 WEBS 4-9=-1017/170, 6-9=0/790, 6-8=-4109/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 11/15/17 Job B1705365 Truss T07B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:10 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Mzn3XeX8sSj4hPia1oEfO5?wtCY3PR3uDEiFXgybMFB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705365 Truss T07B2 Truss Type MONOPITCH Qty 10 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:11 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-qALRlzYmdmrxIZHmaVluwIY5?coh8sy2SuRp36ybMFA Scale = 1:26.4 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 7 6 8 9 10 4x6 5x10 MT20HS 6x8 4x6 4x6 8x12 2x4 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 6-8-13 6-8-13 13-3-10 6-6-13 13-7-2 0-3-8 1-0-04-4-134-6-43.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [4:0-6-0,0-6-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.82 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.19 0.07 (loc) 7 2-7 6 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1710/0-5-8 (min. 0-3-8), 2=2284/0-5-8 (min. 0-4-5) Max Horz2=108(LC 11) Max Uplift6=-8(LC 10), 2=-53(LC 10) Max Grav6=2144(LC 19), 2=2617(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-3983/0, 8-9=-3819/0, 3-9=-3752/0, 3-4=-3567/6, 4-10=-322/37, 5-6=-942/71 BOT CHORD 2-7=-84/3461, 6-7=-84/3461 WEBS 4-7=0/302, 4-6=-3589/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07B3 Truss Type Monopitch Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:11 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-qALRlzYmdmrxIZHmaVluwIY75coY8uJ2SuRp36ybMFA Scale = 1:31.1 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 6x8 5x6 5x10 6x8 4x6 4x6 4x6 2x4 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 6-9-9 6-9-9 13-3-10 6-6-1 13-7-2 0-3-8 15-7-2 2-0-0 1-0-04-10-54-11-13 4-4-123.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.06 (loc) 9 2-9 8 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W3: 2x6 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2258/0-5-8 (min. 0-4-11), 2=2232/0-5-8 (min. 0-4-2) Max Horz2=122(LC 11) Max Uplift8=-47(LC 14), 2=-48(LC 10) Max Grav8=2864(LC 19), 2=2489(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-3646/0, 3-10=-3412/0, 3-4=-3246/0, 4-5=-315/56, 6-8=-1748/138 BOT CHORD 2-9=-56/3149, 8-9=-56/3149 WEBS 4-9=0/297, 4-8=-3238/34 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07B4 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:11 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-qALRlzYmdmrxIZHmaVluwIYzPcq68vY2SuRp36ybMFA Scale = 1:31.1 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 6x8 4x6 4x12 7x10 4x12 4x4 3x6 5x6 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 4-7-9 4-7-9 8-11-9 4-4-1 13-3-10 4-4-1 13-7-2 0-3-8 15-7-2 2-0-0 1-0-04-10-54-11-13 4-4-123.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.67 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.04 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W4: 2x6 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=3446/0-5-8 (min. 0-4-0), 2=3520/0-5-8 (min. 0-3-12) Max Horz2=121(LC 11) Max Uplift8=-39(LC 14), 2=-59(LC 10) Max Grav8=4051(LC 19), 2=3795(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5562/15, 10-11=-5214/16, 3-11=-5189/22, 3-4=-4035/0, 4-5=-3857/0, 6-8=-2061/165 BOT CHORD 2-9=-155/4880, 8-9=-96/3109 WEBS 3-9=-1345/105, 5-9=0/1011, 5-8=-3623/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-381(F=-141), 6-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705365 Truss T07BGE1 Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:12 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-IMupyJYOO3zowjsz8DG7TW4Jk0JNtRGBhYBMbZybMF9 Scale = 1:21.6 T1 W1 B1 ST6ST5ST4ST3ST2ST11 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x4 13-3-10 13-3-10 13-7-2 0-3-8 0-0-63-5-33.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz1=83(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9 except 1=461(LC 18), 10=410(LC 18), 11=435(LC 18), 12=421(LC 18), 13=474(LC 18), 15=1349(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-383/69, 6-11=-407/59, 5-12=-398/37, 4-13=-433/40, 2-15=-1229/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 13-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 14, 15. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07C1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:13 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-mYSBAfZ09N5fYsR9iwnM?jdRbQUZciZKvCwv8?ybMF8 Scale = 1:49.8 T1 T1 B1 W4 W3 W2 W4 W3 W2 BL1 W1 W5 W1 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 1516 17 18 1920 21 22 6x8 5x12 MT20HS 3x6 5x8 7x10 3x6 5x8 7x10 4x6 4x6 7x10 7x10 8-9-9 8-9-9 17-3-9 8-6-1 26-1-2 8-9-9 -2-0-0 2-0-0 4-6-8 4-6-8 8-9-9 4-3-0 13-0-9 4-3-0 17-3-9 4-3-0 21-6-10 4-3-0 25-9-10 4-3-0 26-1-2 0-3-8 28-1-2 2-0-0 4-5-83-11-1 7-8-104-5-83-11-1 3.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-1-12], [13:0-2-12,0-1-12] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.80 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.33 0.12 (loc) 11-13 11-13 10 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 192 lb FT = 20% GRIP 185/144 148/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W5: 2x6 HF/SPF 1650F 1.5E OTHERS 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=6168/0-5-8 (min. 0-2-7), 10=6168/0-5-8 (min. 0-2-7) Max Horz14=-135(LC 12) Max Uplift14=-37(LC 10), 10=-37(LC 11) Max Grav14=6276(LC 19), 10=6276(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/274, 2-15=-291/70, 3-4=-5121/119, 4-17=-5119/145, 5-17=-4916/150, 5-18=-4916/149, 6-18=-5119/144, 6-7=-5121/119, 8-20=-291/69, 8-9=0/274, 2-14=-1950/165, 8-10=-1950/166 BOT CHORD 13-14=-127/3454, 13-21=-100/4556, 12-21=-100/4556, 12-22=-100/4556, 11-22=-100/4556, 10-11=-75/3454 WEBS 5-11=-251/1029, 6-11=-2056/94, 7-11=-11/2065, 5-13=-251/1029, 4-13=-2056/96, 3-13=-9/2065, 3-14=-5449/104, 7-10=-5449/102 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 14, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 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) StandardContinued on page 2 11/15/17 Job B1705365 Truss T07C1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:13 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-mYSBAfZ09N5fYsR9iwnM?jdRbQUZciZKvCwv8?ybMF8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-391(F=-141), 5-8=-391(F=-141), 8-9=-391(F=-141), 10-14=-20 11/15/17 Job B1705365 Truss T07C2 Truss Type COMMON Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:14 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-El0ZN?afwhDW900LGdIbYxAdVqr0KEBU8sgTgRybMF7 Scale = 1:46.6 T1 T1 B1 W6 W5 W4 W3 W5 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 4x6 5x8 4x6 5x8 3x10 3x4 5x6 5x6 3x4 5x6 5x6 6x8 6x8 6-7-4 6-7-4 13-0-9 6-5-4 19-5-13 6-5-5 26-1-2 6-7-5 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 25-9-10 4-2-8 26-1-2 0-3-8 4-5-87-8-104-5-83.00 12 LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.35 0.72 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.11 (loc) 10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=3461/0-5-8 (min. 0-1-8), 8=3461/0-5-8 (min. 0-1-8) Max Horz13=-132(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/69, 3-16=-3296/78, 4-16=-3158/87, 4-17=-3158/87, 5-17=-3296/78, 5-6=-3084/70, 1-13=-506/40, 7-8=-506/40 BOT CHORD 12-13=-104/2400, 12-20=-93/3192, 11-20=-93/3192, 10-11=-93/3192, 10-21=-70/3192, 21-22=-70/3192, 9-22=-70/3192, 8-9=-67/2400 WEBS 4-10=0/503, 5-10=-764/397, 5-9=-1024/53, 6-9=0/1192, 3-10=-764/397, 3-12=-1024/53, 2-12=0/1192, 2-13=-3736/67, 6-8=-3736/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; 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 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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 = 10.0psf. 6) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07C3 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:14 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-El0ZN?afwhDW900LGdIbYxAe7qpDK9RU8sgTgRybMF7 Scale = 1:46.6 T1 T1 B1 W5 W4 W3 W5 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 6x8 4x6 8x14 MT20HS 3x6 5x8 7x10 3x6 5x8 7x10 7x10 7x10 8-8-9 8-8-9 17-4-9 8-8-1 26-1-2 8-8-9 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 25-9-10 4-2-8 26-1-2 0-3-8 4-5-87-8-104-5-83.00 12 Plate Offsets (X,Y)-- [9:0-1-8,0-2-0], [11:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.31 0.84 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.36 0.13 (loc) 9-11 9-11 8 l/defl >999 >866 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 180 lb FT = 20% GRIP 185/144 148/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 4-11, 2-12, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=5268/0-5-8 (min. 0-2-1), 8=5268/0-5-8 (min. 0-2-1) Max Horz12=-130(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-257/60, 2-3=-5289/122, 3-15=-5279/147, 4-15=-5076/152, 4-16=-5076/152, 5-16=-5279/147, 5-6=-5289/122, 7-18=-257/60, 1-12=-757/48, 7-8=-757/46 BOT CHORD 11-12=-153/3619, 11-19=-130/4700, 10-19=-130/4700, 10-20=-130/4700, 9-20=-130/4700, 8-9=-116/3619 WEBS 4-9=-241/1029, 5-9=-1992/93, 6-9=0/1984, 4-11=-241/1029, 3-11=-1992/95, 2-11=0/1984, 2-12=-5678/158, 6-8=-5678/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; 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 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-391(F=-141), 4-7=-391(F=-141), 8-12=-20 11/15/17 Job B1705365 Truss T07CGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:15 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-ixaybLbHh_MNnAbYpLpq58it8DL93oRdNWP0CtybMF6 Scale = 1:46.1 W1 T1 T1 W1 B1 ST10ST9 ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B2 W2 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 44 45 46 47 4x4 5x6 5x6 3x4 3x4 4x4 26-1-2 26-1-2 13-0-9 13-0-9 25-9-10 12-9-1 26-1-2 0-3-8 3-5-146-9-03-5-143.00 12 Plate Offsets (X,Y)-- [35:0-3-0,0-0-4] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.04 0.02 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 42-43,22-23. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-1-2. (lb) - Max Horz43=-107(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 22, 34, 36, 37, 38, 39, 40, 41, 42, 30, 29, 28, 27, 26, 25, 24, 23 except 43=-113(LC 12) Max Grav All reactions 250 lb or less at joint(s) 43, 22 except 32=343(LC 1), 33=440(LC 18), 34=451(LC 18), 36=441(LC 18), 37=440(LC 18), 38=440(LC 18), 39=442(LC 18), 40=442(LC 18), 41=416(LC 18), 42=353(LC 21), 31=440(LC 19), 30=451(LC 19), 29=441(LC 19), 28=440(LC 19), 27=440(LC 19), 26=442(LC 19), 25=442(LC 19), 24=416(LC 19), 23=325(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-32=-316/1, 10-33=-413/48, 9-34=-424/53, 8-36=-415/35, 7-37=-413/31, 6-38=-413/31, 5-39=-415/31, 4-40=-416/37, 3-41=-388/52, 2-42=-276/70, 12-31=-413/47, 13-30=-424/53, 14-29=-415/35, 15-28=-413/31, 16-27=-413/31, 17-26=-415/31, 18-25=-416/37, 19-24=-388/55, 20-23=-276/63 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 13-0-9, Corner(3) 13-0-9 to 16-0-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 34, 36, 37, 38, 39 , 40, 41, 42, 30, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 43=113.Continued on page 2 11/15/17 Job B1705365 Truss T07CGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:15 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-ixaybLbHh_MNnAbYpLpq58it8DL93oRdNWP0CtybMF6 NOTES- 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07CGE2 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:16 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-A78KohcvSIUEPKAkN2K3dMF_1deoo4mncA9ZlKybMF5 Scale = 1:47.3 T1 T1 B1 W3 W4 W9 W10 W11W1W2 W1W12 W8W6 W5 W7 B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 38 39 40 41 42 43 3x4 5x6 4x4 5x8 4x63x4 3x4 4x4 6x8 4x4 3x4 4x4 5x8 4x6 4x4 6-5-66-5-6 11-9-10 5-4-4 12-10-41-0-10 13-0-9 0-2-5 19-3-156-3-6 26-1-26-9-3 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 25-9-10 4-2-8 26-1-2 0-3-8 3-5-146-9-03-5-143.00 12 Plate Offsets (X,Y)-- [9:0-4-8,0-2-8], [15:0-4-8,0-2-8] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.25 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.07 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except* B2: 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1422/0-5-8 (min. 0-1-8), 9=1699/0-4-0 (min. 0-1-8), 12=3845/0-5-8 (min. 0-3-13) Max Horz15=-105(LC 12) Max Uplift15=-3(LC 10) Max Grav15=1643(LC 18), 9=2062(LC 19), 12=3845(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1097/47, 4-40=0/459, 5-41=-94/314, 6-41=-281/217, 6-7=-1690/58, 1-15=-470/35, 8-9=-480/35 BOT CHORD 14-15=-56/1168, 13-14=-28/648, 12-13=-28/648, 11-12=-304/76, 10-11=-17/1343, 9-10=-39/1602 WEBS 2-14=-598/76, 3-14=0/634, 6-11=-1955/41, 6-10=0/440, 7-10=-259/67, 2-15=-1576/55, 7-9=-2183/26, 5-11=-365/16, 4-12=-1824/36, 3-12=-1774/49, 4-11=0/1202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-0-9, Exterior(2) 13-0-9 to 16-0-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 15, 9 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 lb uplift at joint(s) 15. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07CGE3 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:16 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-A78KohcvSIUEPKAkN2K3dMF04dhnoFincA9ZlKybMF5 Scale = 1:39.2 W1 T1 W4 B1 ST9 ST8ST7ST6ST5ST4ST3ST2ST1W2 W3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 4x4 6x8 3x4 4x4 13-7-2 13-7-2 0-6-9 0-6-9 13-3-10 12-9-1 13-7-2 0-3-8 0-3-86-9-03-5-143.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.15 0.06 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz22=-172(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 15, 16, 17, 18, 19 except 22=-124(LC 10), 13=-191(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 22=414(LC 19), 12=346(LC 21), 13=327(LC 22), 14=500(LC 19), 15=503(LC 19), 16=501(LC 19), 17=501(LC 19), 18=503(LC 19), 19=507(LC 19), 20=472(LC 19), 21=391(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-420/243 WEBS 10-13=-409/67, 9-14=-473/59, 8-15=-477/38, 7-16=-474/34, 6-17=-474/35, 5-18=-476/39, 4-19=-480/43, 3-20=-447/34, 2-21=-359/49, 2-22=-216/294, 11-13=-296/466 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 2-11-2, Exterior(2) 2-11-2 to 13-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 15, 16, 17, 18 , 19 except (jt=lb) 22=124, 13=191. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07D1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-fKii?1cXDcc51UkwxmsIAZo641wTXc1wqqu7HmybMF4 Scale = 1:26.5 W1 T1 B1 W2 W3 W4 HW2 T2 1 2 3 4 5 6 8 7 9 10 11 5x10 MT20HS 3x4 6x8 7x16 5x8 4x6 5x8 5x8 6-8-13 6-8-13 13-7-2 6-10-5 4-7-1 4-7-1 9-0-1 4-5-1 13-3-10 4-3-9 13-7-2 0-3-8 15-7-2 2-0-0 4-4-124-6-41-0-03.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.46 0.48 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.04 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 104 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x8 DF 1950F 1.7E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2574/0-5-8 (min. 0-3-3), 5=3604/0-5-8 (min. 0-4-3) Max Horz8=-105(LC 10) Max Uplift8=-9(LC 11), 5=-64(LC 11) Max Grav8=3002(LC 20), 5=3942(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-806/62, 2-9=-316/38, 2-3=-4232/30, 3-4=-4396/26, 4-10=-5637/74, 10-11=-5899/68, 5-11=-5989/67 BOT CHORD 7-8=-17/3533, 5-7=-30/5305 WEBS 2-8=-4072/122, 2-7=0/905, 4-7=-1376/98 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-381(F=-141), 5-8=-20 11/15/17 Job B1705365 Truss T07D2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-fKii?1cXDcc51UkwxmsIAZo6U1r4XaRwqqu7HmybMF4 Scale = 1:26.5 W1 T1 B1 W2 W3 HW2 T2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 4x6 6x8 4x6 4x6 8x12 2x4 6-10-5 6-10-5 13-7-2 6-8-13 6-10-5 6-10-5 13-3-10 6-5-5 13-7-2 0-3-8 15-7-2 2-0-0 4-4-124-6-41-0-03.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-6-0], [4:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.83 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.19 0.07 (loc) 6 4-6 4 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1710/0-5-8 (min. 0-3-8), 4=2284/0-5-8 (min. 0-4-5) Max Horz7=-108(LC 10) Max Uplift7=-8(LC 11), 4=-53(LC 11) Max Grav7=2144(LC 20), 4=2617(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-942/68, 2-8=-322/37, 2-3=-3571/6, 3-9=-3755/0, 9-10=-3822/0, 4-10=-3987/0 BOT CHORD 6-7=0/3465, 4-6=0/3465 WEBS 2-7=-3593/67, 2-6=0/302 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07D3 Truss Type Roof Special Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:18 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-7WG4DNd9_vkyeeJ7VTNXinKJKRBBG3133UegpCybMF3 Scale = 1:29.4 W1 T1 B1 W2 W3 HW2 T2 1 2 3 4 5 6 7 9 8 10 11 5x10 5x6 6x8 6x8 4x6 4x6 4x6 2x4 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 6-9-9 6-9-9 13-3-10 6-6-1 13-7-2 0-3-8 15-7-2 2-0-0 4-4-124-10-54-11-13 1-0-03.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.06 (loc) 8 6-8 6 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=2258/0-5-8 (min. 0-4-11), 6=2232/0-5-8 (min. 0-4-2) Max Horz9=-122(LC 10) Max Uplift9=-47(LC 14), 6=-48(LC 11) Max Grav9=2864(LC 20), 6=2489(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1748/138, 3-4=-315/56, 4-5=-3246/0, 5-11=-3412/0, 6-11=-3646/0 BOT CHORD 8-9=0/3149, 6-8=0/3149 WEBS 4-9=-3238/43, 4-8=0/297 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07D4 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:18 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-7WG4DNd9_vkyeeJ7VTNXinK9eRDkG4I33UegpCybMF3 Scale = 1:29.4 W1 T1 B1 W2 W3 W4 T2 HW2 1 2 3 4 5 6 7 9 8 10 11 12 4x12 4x6 6x8 7x10 4x12 5x6 4x4 3x6 6-9-6 6-9-6 13-7-2 6-9-12 -2-0-0 2-0-0 4-7-7 4-7-7 8-11-5 4-3-15 13-3-10 4-4-5 13-7-2 0-3-8 15-7-2 2-0-0 4-4-124-10-54-11-13 1-0-03.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-3-0], [6:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.67 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.11 0.04 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E WEDGE Right: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=3446/0-5-8 (min. 0-4-0), 6=3520/0-5-8 (min. 0-3-12) Max Horz9=-121(LC 10) Max Uplift9=-39(LC 14), 6=-59(LC 11) Max Grav9=4051(LC 20), 6=3795(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2060/165, 3-4=-3852/0, 4-5=-4030/0, 5-11=-5190/23, 11-12=-5213/16, 6-12=-5562/16 BOT CHORD 8-9=0/3100, 6-8=0/4881 WEBS 3-9=-3616/86, 3-8=0/1020, 5-8=-1353/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-381(F=-141), 2-7=-381(F=-141), 6-9=-20 11/15/17 Job B1705365 Truss T07DGE1 Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-biqSQjenlDspGnuJ2BumF_tV?ri1?c0DI8NELfybMF2 Scale = 1:21.3 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x4 13-7-2 13-7-2 13-7-2 13-7-2 3-5-20-0-53.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz15=-83(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 13, 12, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 15 except 8=460(LC 19), 14=410(LC 19), 13=435(LC 19), 12=421(LC 19), 11=474(LC 19), 9=1345(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-14=-383/66, 3-13=-407/58, 4-12=-398/37, 5-11=-432/40, 7-9=-1226/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 12-2-3 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13, 12, 10, 9. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705365 Truss T07E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-biqSQjenlDspGnuJ2BumF_tRBrdE?XBDI8NELfybMF2 Scale = 1:25.8 W1 T1 B1 W2 W3 W4 HW2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 3x4 7x10 5x6 4x4 4x6 5x10 6-0-13 6-0-13 12-3-2 6-2-5 4-1-11 4-1-11 7-11-15 3-10-3 11-11-10 3-11-11 12-3-2 0-3-8 14-3-2 2-0-0 4-0-124-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-8] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.54 0.40 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 0.04 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 87 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 4-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=2610/0-5-8 (min. 0-3-0), 4=3770/0-5-8 (min. 0-4-2) Max Horz7=-97(LC 12) Max Uplift7=-7(LC 11), 4=-63(LC 11) Max Grav7=3015(LC 20), 4=4175(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-849/59, 2-9=-316/36, 2-3=-4156/23, 3-10=-5148/50, 4-10=-5593/42 BOT CHORD 6-7=-9/3370, 4-6=-7/4801 WEBS 2-7=-3931/111, 2-6=-65/834, 3-6=-1101/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-431(F=-141), 4-7=-20 Continued on page 2 11/15/17 Job B1705365 Truss T07E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:19 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-biqSQjenlDspGnuJ2BumF_tRBrdE?XBDI8NELfybMF2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-461(F=-141)-to-8=-431(F=-141) 11/15/17 Job B1705365 Truss T07E2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:20 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3vNre2fPWX_guxTVcuP?nCQcKEt5kzZMWn7nu5ybMF1 Scale = 1:25.8 W1 T1 B1 W2 W3 HW2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 4x6 7x10 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 6-0-13 6-0-13 11-11-10 5-10-13 12-3-2 0-3-8 14-3-2 2-0-0 4-0-134-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.52 0.81 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.16 0.06 (loc) 6 4-6 4 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1853/0-5-8 (min. 0-3-12), 4=2532/0-5-8 (min. 0-4-14) Max Horz7=-99(LC 12) Max Uplift7=-6(LC 11), 4=-54(LC 11) Max Grav7=2266(LC 20), 4=2945(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1009/66, 2-9=-330/34, 2-3=-3524/6, 3-10=-3728/0, 4-10=-4043/0 BOT CHORD 6-7=0/3419, 4-6=0/3419 WEBS 2-7=-3569/67, 2-6=0/271 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-290, 4-7=-20 Continued on page 2 11/15/17 Job B1705365 Truss T07E2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:20 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3vNre2fPWX_guxTVcuP?nCQcKEt5kzZMWn7nu5ybMF1 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-320-to-8=-290 11/15/17 Job B1705365 Truss T07EGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 7 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 15:10:20 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3vNre2fPWX_guxTVcuP?nCQgsE2?k3oMWn7nu5ybMF1 Scale = 1:19.2 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 12-3-2 12-3-2 12-3-2 12-3-2 3-1-20-0-53.00 12 LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.11 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF 2400F 2.0E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz13=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13 except 7=605(LC 19), 12=486(LC 19), 11=513(LC 19), 10=530(LC 19), 8=1613(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-458/68, 3-11=-491/61, 4-10=-488/41, 6-8=-1493/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-3 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 9, 8. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-14=-290, 7-13=-20 Trapezoidal Loads (plf) Vert: 1=-320-to-14=-290 11/15/17 B1705378 CHAMONIX - VAIL 2310 CHAMONIX ROAD VAIL, COLORADO 81657 BUILDING 6 T06AGE T06A1 T06AGE T06A1 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06A2 T06BGE1 T06B4 T06BGE1 T06B1 T06B2 T06B2 T06B2 T06B2 T06B2 T06B2 T06B2 T06B2 T06B2 T06B2 T06B3 T06B3 T06CGE T06C1 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C2 T06C3 T06CGE3 T06DGE1 T06D4 T06CGE2 T06DGE1 T06D1 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D2 T06D3 T06EGE T06E1 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E2 T06E1 T06EGE 11/15/17 Job B1705378 Truss T06A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:16 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-5qw0m32bGia5SJeRflv5mVzd5feYosgH8y6drFybL_T Scale = 1:25.7 T1 W4 B1 W1 W2 W3 HW11 2 3 4 5 7 6 8 9 10 3x4 5x10 MT20HS 7x10 4x12 4x4 3x6 5x6 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 4-1-11 4-1-11 7-11-15 3-10-3 12-3-2 4-3-3 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.97 0.67 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.11 0.04 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 84 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=2612/0-5-8 (min. 0-3-0), 2=3770/0-5-8 (min. 0-4-2) Max Horz2=97(LC 11) Max Uplift6=-7(LC 10), 2=-63(LC 10) Max Grav6=3017(LC 19), 2=4175(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-5589/37, 3-8=-5149/44, 3-4=-4203/19, 4-9=-326/36, 5-6=-883/62 BOT CHORD 2-7=-149/4793, 6-7=-124/3454 WEBS 3-7=-1031/313, 4-7=-117/764, 4-6=-3981/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 7 lb uplift at joint 6 and 63 lb uplift at joint 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-431(F=-141), 2-6=-20 Continued on page 2 11/15/17 Job B1705378 Truss T06A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:16 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-5qw0m32bGia5SJeRflv5mVzd5feYosgH8y6drFybL_T LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-431(F=-141)-to-5=-461(F=-141) 11/15/17 Job B1705378 Truss T06A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Z0UO_P3D10iy4TDeDSQKIiVvP3yZXI?RNcrANhybL_S Scale = 1:25.7 T1 W3 B1 W1 W2 HW11 2 3 4 5 7 6 8 9 10 4x6 5x10 MT20HS 7x10 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 6-0-13 6-0-13 12-3-2 6-2-5 1-0-04-0-134-2-43.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.55 0.81 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.17 0.06 (loc) 7 7 6 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-0-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1854/0-5-8 (min. 0-3-12), 2=2532/0-5-8 (min. 0-4-14) Max Horz2=99(LC 11) Max Uplift6=-6(LC 10), 2=-54(LC 10) Max Grav6=2267(LC 19), 2=2945(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-4087/0, 3-8=-3783/0, 3-4=-3571/6, 4-9=-337/34, 5-6=-1037/69 BOT CHORD 2-7=-83/3465, 6-7=-83/3465 WEBS 4-7=0/271, 4-6=-3599/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 6 lb uplift at joint 6 and 54 lb uplift at joint 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-290, 2-6=-20 Continued on page 2 11/15/17 Job B1705378 Truss T06A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:17 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Z0UO_P3D10iy4TDeDSQKIiVvP3yZXI?RNcrANhybL_S LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-290-to-5=-320 11/15/17 Job B1705378 Truss T06AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Z0UO_P3D10iy4TDeDSQKIiVza37vXPoRNcrANhybL_S Scale = 1:19.5 T1 W2 B1 ST5 ST4 ST3ST2 ST1 W11 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x84x4 4x4 3x10 12-3-2 12-3-2 0-0-63-1-33.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-2-12], [1:0-0-4,0-2-0], [2:0-1-11,0-2-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.08 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz1=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=624(LC 18), 9=524(LC 18), 10=500(LC 18), 11=530(LC 18), 13=1410(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-496/76, 5-10=-476/58, 4-11=-491/40, 2-13=-1307/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 12-1-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12, 13. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-290, 1-8=-20 Continued on page 2 11/15/17 Job B1705378 Truss T06AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:17 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Z0UO_P3D10iy4TDeDSQKIiVza37vXPoRNcrANhybL_S LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 17=-290-to-7=-320 11/15/17 Job B1705378 Truss T06B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:18 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-1D2mBl4roKqphcnqn9xZrw25fSN7GmSacGbjw7ybL_R Scale = 1:26.4 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 6x8 3x4 5x10 MT20HS 8x14 MT20HS 7x16 4x4 3x6 5x8 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 4-7-1 4-7-1 8-10-9 4-3-9 13-7-2 4-8-9 1-0-04-4-134-6-43.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-4-0], [2:0-1-6,0-3-8] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.45 0.40 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.12 0.04 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 95 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x6 HFSPF 1650F 1.5E 2-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2574/0-5-8 (min. 0-3-0), 2=3604/0-5-8 (min. 0-3-15) Max Horz2=107(LC 11) Max Uplift8=-9(LC 10), 2=-64(LC 10) Max Grav8=3002(LC 19), 2=3942(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5724/64, 10-11=-5611/64, 3-11=-5318/66, 3-4=-5271/66, 4-5=-4333/28, 5-6=-4194/32, 6-12=-324/39, 7-8=-830/65 BOT CHORD 2-9=-169/4931, 8-9=-136/3575 WEBS 4-9=-1017/170, 6-9=0/790, 6-8=-4109/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 11/15/17 Job B1705378 Truss T06B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:18 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-1D2mBl4roKqphcnqn9xZrw25fSN7GmSacGbjw7ybL_R LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705378 Truss T06B2 Truss Type MONOPITCH Qty 10 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-WPc9O54TZdzfJmM0KtToN7aGnsdm?BLjqwKHSZybL_Q Scale = 1:26.4 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 7 6 8 9 10 4x6 5x10 MT20HS 6x8 4x6 4x6 8x12 2x4 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 6-8-13 6-8-13 13-7-2 6-10-5 1-0-04-4-134-6-43.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [4:0-6-0,0-6-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.82 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.19 0.07 (loc) 7 2-7 6 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1710/0-5-8 (min. 0-3-8), 2=2284/0-5-8 (min. 0-4-5) Max Horz2=108(LC 11) Max Uplift6=-8(LC 10), 2=-53(LC 10) Max Grav6=2144(LC 19), 2=2617(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-3983/0, 8-9=-3819/0, 3-9=-3752/0, 3-4=-3567/6, 4-10=-322/37, 5-6=-942/71 BOT CHORD 2-7=-84/3461, 6-7=-84/3461 WEBS 4-7=0/302, 4-6=-3589/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06B3 Truss Type Monopitch Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-WPc9O54TZdzfJmM0KtToN7aItsdd?DijqwKHSZybL_Q Scale = 1:31.1 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 6x8 5x6 5x10 6x8 4x6 4x6 4x6 2x4 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 6-9-9 6-9-9 13-7-2 6-9-9 15-7-2 2-0-0 1-0-04-10-54-11-13 4-4-123.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.06 (loc) 9 2-9 8 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W3: 2x6 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2258/0-5-8 (min. 0-4-11), 2=2232/0-5-8 (min. 0-4-2) Max Horz2=122(LC 11) Max Uplift8=-47(LC 14), 2=-48(LC 10) Max Grav8=2864(LC 19), 2=2489(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-3646/0, 3-10=-3412/0, 3-4=-3246/0, 4-5=-315/56, 6-8=-1748/138 BOT CHORD 2-9=-56/3149, 8-9=-56/3149 WEBS 4-9=0/297, 4-8=-3238/34 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06B4 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-WPc9O54TZdzfJmM0KtToN7a8BsfB?ExjqwKHSZybL_Q Scale = 1:31.1 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 6x8 4x6 4x12 7x10 4x12 4x4 3x6 5x6 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 4-7-9 4-7-9 8-11-9 4-4-1 13-7-2 4-7-9 15-7-2 2-0-0 1-0-04-10-54-11-13 4-4-123.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.67 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.04 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W4: 2x6 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=3446/0-5-8 (min. 0-4-0), 2=3520/0-5-8 (min. 0-3-12) Max Horz2=121(LC 11) Max Uplift8=-39(LC 14), 2=-59(LC 10) Max Grav8=4051(LC 19), 2=3795(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5562/15, 10-11=-5214/16, 3-11=-5189/22, 3-4=-4035/0, 4-5=-3857/0, 6-8=-2061/165 BOT CHORD 2-9=-155/4880, 8-9=-96/3109 WEBS 3-9=-1345/105, 5-9=0/1011, 5-8=-3623/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-381(F=-141), 6-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705378 Truss T06BGE1 Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:20 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-_bAXcR55Kx5WxwxDua_1wL7UWG8Skmft3a4q_0ybL_P Scale = 1:21.6 T1 W1 B1 ST6ST5ST4ST3ST2ST11 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x4 13-7-2 13-7-2 0-0-63-5-33.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz1=83(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9 except 1=461(LC 18), 10=410(LC 18), 11=435(LC 18), 12=421(LC 18), 13=474(LC 18), 15=1349(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-383/69, 6-11=-407/59, 5-12=-398/37, 4-13=-433/40, 2-15=-1229/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 13-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 14, 15. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06C1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:21 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Sokvpn6j4FDNY4WPSIVGSYgcNgJeT1y0IEpOWSybL_O Scale = 1:49.8 T1 T1 B1 W4 W3 W2 W4 W3 W2 BL1 W1 W5 W1 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 1516 17 18 1920 21 22 6x8 5x12 MT20HS 3x6 5x8 7x10 3x6 5x8 7x10 4x6 4x6 7x10 7x10 8-9-9 8-9-9 17-3-9 8-6-1 26-1-2 8-9-9 -2-0-0 2-0-0 4-6-8 4-6-8 8-9-9 4-3-0 13-0-9 4-3-0 17-3-9 4-3-0 21-6-10 4-3-0 26-1-2 4-6-8 28-1-2 2-0-0 4-5-83-11-1 7-8-104-5-83-11-1 3.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-1-12], [13:0-2-12,0-1-12] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.80 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.33 0.12 (loc) 11-13 11-13 10 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 192 lb FT = 20% GRIP 185/144 148/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W5: 2x6 HF/SPF 1650F 1.5E OTHERS 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=6168/0-5-8 (min. 0-2-7), 10=6168/0-5-8 (min. 0-2-7) Max Horz14=-135(LC 12) Max Uplift14=-37(LC 10), 10=-37(LC 11) Max Grav14=6276(LC 19), 10=6276(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/274, 2-15=-291/70, 3-4=-5121/119, 4-17=-5119/145, 5-17=-4916/150, 5-18=-4916/149, 6-18=-5119/144, 6-7=-5121/119, 8-20=-291/69, 8-9=0/274, 2-14=-1950/165, 8-10=-1950/166 BOT CHORD 13-14=-127/3454, 13-21=-100/4556, 12-21=-100/4556, 12-22=-100/4556, 11-22=-100/4556, 10-11=-75/3454 WEBS 5-11=-251/1029, 6-11=-2056/94, 7-11=-11/2065, 5-13=-251/1029, 4-13=-2056/96, 3-13=-9/2065, 3-14=-5449/104, 7-10=-5449/102 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 14, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 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) StandardContinued on page 2 11/15/17 Job B1705378 Truss T06C1 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:21 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Sokvpn6j4FDNY4WPSIVGSYgcNgJeT1y0IEpOWSybL_O LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-391(F=-141), 5-8=-391(F=-141), 8-9=-391(F=-141), 10-14=-20 11/15/17 Job B1705378 Truss T06C2 Truss Type COMMON Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:22 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-w_IH177MrYLEAE5b0?0V?mCpI4g5CZaAWuZx3uybL_N Scale = 1:46.6 T1 T1 B1 W6 W5 W4 W3 W5 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 4x6 5x8 4x6 5x8 3x10 3x4 5x6 5x6 3x4 5x6 5x6 6x8 6x8 6-7-4 6-7-4 13-0-9 6-5-4 19-5-13 6-5-5 26-1-2 6-7-5 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 26-1-2 4-6-0 4-5-87-8-104-5-83.00 12 LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.35 0.72 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.11 (loc) 10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=3461/0-5-8 (min. 0-1-8), 8=3461/0-5-8 (min. 0-1-8) Max Horz13=-132(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/69, 3-16=-3296/78, 4-16=-3158/87, 4-17=-3158/87, 5-17=-3296/78, 5-6=-3084/70, 1-13=-506/40, 7-8=-506/40 BOT CHORD 12-13=-104/2400, 12-20=-93/3192, 11-20=-93/3192, 10-11=-93/3192, 10-21=-70/3192, 21-22=-70/3192, 9-22=-70/3192, 8-9=-67/2400 WEBS 4-10=0/503, 5-10=-764/397, 5-9=-1024/53, 6-9=0/1192, 3-10=-764/397, 3-12=-1024/53, 2-12=0/1192, 2-13=-3736/67, 6-8=-3736/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; 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 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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 = 10.0psf. 6) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06C3 Truss Type COMMON Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:22 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-w_IH177MrYLEAE5b0?0V?mCqw4eICUqAWuZx3uybL_N Scale = 1:46.6 T1 T1 B1 W5 W4 W3 W5 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 6x8 4x6 8x14 MT20HS 3x6 5x8 7x10 3x6 5x8 7x10 7x10 7x10 8-8-9 8-8-9 17-4-9 8-8-1 26-1-2 8-8-9 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 26-1-2 4-6-0 4-5-87-8-104-5-83.00 12 Plate Offsets (X,Y)-- [9:0-1-8,0-2-0], [11:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.31 0.84 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.36 0.13 (loc) 9-11 9-11 8 l/defl >999 >866 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 180 lb FT = 20% GRIP 185/144 148/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 4-11, 2-12, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=5268/0-5-8 (min. 0-2-1), 8=5268/0-5-8 (min. 0-2-1) Max Horz12=-130(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-257/60, 2-3=-5289/122, 3-15=-5279/147, 4-15=-5076/152, 4-16=-5076/152, 5-16=-5279/147, 5-6=-5289/122, 7-18=-257/60, 1-12=-757/48, 7-8=-757/46 BOT CHORD 11-12=-153/3619, 11-19=-130/4700, 10-19=-130/4700, 10-20=-130/4700, 9-20=-130/4700, 8-9=-116/3619 WEBS 4-9=-241/1029, 5-9=-1992/93, 6-9=0/1984, 4-11=-241/1029, 3-11=-1992/95, 2-11=0/1984, 2-12=-5678/158, 6-8=-5678/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; 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 13-0-9, Exterior(2) 13-0-9 to 16-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-391(F=-141), 4-7=-391(F=-141), 8-12=-20 11/15/17 Job B1705378 Truss T06CGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:23 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-OArfET8_csT5oOgoZjXkYzl3wTBEx7qJlYIUbLybL_M Scale = 1:46.1 W1 T1 T1 W1 B1 ST10ST9 ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B2 W2 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 44 45 46 47 4x4 5x6 5x6 3x4 3x4 4x4 26-1-2 26-1-2 13-0-9 13-0-9 26-1-2 13-0-9 3-5-146-9-03-5-143.00 12 Plate Offsets (X,Y)-- [35:0-3-0,0-0-4] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.04 0.02 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 42-43,22-23. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-1-2. (lb) - Max Horz43=-107(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 22, 34, 36, 37, 38, 39, 40, 41, 42, 30, 29, 28, 27, 26, 25, 24, 23 except 43=-113(LC 12) Max Grav All reactions 250 lb or less at joint(s) 43, 22 except 32=343(LC 1), 33=440(LC 18), 34=451(LC 18), 36=441(LC 18), 37=440(LC 18), 38=440(LC 18), 39=442(LC 18), 40=442(LC 18), 41=416(LC 18), 42=353(LC 21), 31=440(LC 19), 30=451(LC 19), 29=441(LC 19), 28=440(LC 19), 27=440(LC 19), 26=442(LC 19), 25=442(LC 19), 24=416(LC 19), 23=325(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-32=-316/1, 10-33=-413/48, 9-34=-424/53, 8-36=-415/35, 7-37=-413/31, 6-38=-413/31, 5-39=-415/31, 4-40=-416/37, 3-41=-388/52, 2-42=-276/70, 12-31=-413/47, 13-30=-424/53, 14-29=-415/35, 15-28=-413/31, 16-27=-413/31, 17-26=-415/31, 18-25=-416/37, 19-24=-388/55, 20-23=-276/63 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 13-0-9, Corner(3) 13-0-9 to 16-0-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 34, 36, 37, 38, 39 , 40, 41, 42, 30, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 43=113.Continued on page 2 11/15/17 Job B1705378 Truss T06CGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:23 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-OArfET8_csT5oOgoZjXkYzl3wTBEx7qJlYIUbLybL_M NOTES- 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06CGE2 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:24 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-sNP2So8cNAbyPXF_7Q2z4BIAptTtgP9S_C227nybL_L Scale = 1:47.3 T1 T1 B1 W3 W4 W9 W10 W11W1W2 W1W12 W8W6 W5 W7 B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 38 39 40 41 42 43 3x4 5x6 4x4 5x8 4x63x4 3x4 4x4 6x8 4x4 3x4 4x4 5x8 4x6 4x4 6-5-66-5-6 11-9-10 5-4-4 12-10-41-0-10 13-0-9 0-2-5 19-3-156-3-6 26-1-26-9-3 4-6-0 4-6-0 8-8-9 4-2-8 13-0-9 4-4-0 17-4-9 4-4-0 21-7-2 4-2-8 26-1-2 4-6-0 3-5-146-9-03-5-143.00 12 Plate Offsets (X,Y)-- [9:0-4-8,0-2-8], [15:0-4-8,0-2-8] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.25 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.07 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except* B2: 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1422/0-5-8 (min. 0-1-8), 9=1699/0-4-0 (min. 0-1-8), 12=3845/0-5-8 (min. 0-3-13) Max Horz15=-105(LC 12) Max Uplift15=-3(LC 10) Max Grav15=1643(LC 18), 9=2062(LC 19), 12=3845(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1097/47, 4-40=0/459, 5-41=-94/314, 6-41=-281/217, 6-7=-1690/58, 1-15=-470/35, 8-9=-480/35 BOT CHORD 14-15=-56/1168, 13-14=-28/648, 12-13=-28/648, 11-12=-304/76, 10-11=-17/1343, 9-10=-39/1602 WEBS 2-14=-598/76, 3-14=0/634, 6-11=-1955/41, 6-10=0/440, 7-10=-259/67, 2-15=-1576/55, 7-9=-2183/26, 5-11=-365/16, 4-12=-1824/36, 3-12=-1774/49, 4-11=0/1202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-0-9, Exterior(2) 13-0-9 to 16-0-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 15, 9 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 lb uplift at joint(s) 15. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06CGE3 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:25 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-KZzQf89E8Tjp1hqAh8ZDdOqMcHs5P1hcDsnbfDybL_K Scale = 1:39.2 W1 T1 W4 B1 ST9 ST8ST7ST6ST5ST4ST3ST2ST1W2 W3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 4x4 6x8 3x4 4x4 13-7-2 13-7-2 0-6-9 0-6-9 13-7-2 13-0-9 0-3-86-9-03-5-143.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=105.0) TCDL BCLL BCDL 105.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.15 0.06 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz22=-172(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 15, 16, 17, 18, 19 except 22=-124(LC 10), 13=-191(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 22=364(LC 19), 12=320(LC 21), 13=297(LC 22), 14=407(LC 19), 15=441(LC 19), 16=443(LC 19), 17=442(LC 19), 18=443(LC 19), 19=447(LC 19), 20=416(LC 19), 21=346(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-420/243 WEBS 10-13=-331/67, 9-14=-380/59, 8-15=-415/38, 7-16=-417/34, 6-17=-415/35, 5-18=-417/39, 4-19=-420/43, 3-20=-391/34, 2-21=-314/49, 2-22=-216/294, 11-13=-296/466 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 2-11-2, Exterior(2) 2-11-2 to 13-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 15, 16, 17, 18 , 19 except (jt=lb) 22=124, 13=191. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06D1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:25 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-KZzQf89E8Tjp1hqAh8ZDdOqHsHlYPxQcDsnbfDybL_K Scale = 1:26.5 W1 T1 B1 W2 W3 W4 HW2 T2 1 2 3 4 5 6 8 7 9 10 11 5x10 MT20HS 3x4 6x8 7x16 5x8 4x6 5x8 5x8 6-8-13 6-8-13 13-7-2 6-10-5 4-7-1 4-7-1 9-0-1 4-5-1 13-7-2 4-7-1 15-7-2 2-0-0 4-4-124-6-41-0-03.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.46 0.48 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.04 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 104 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x8 DF 1950F 1.7E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2574/0-5-8 (min. 0-3-3), 5=3604/0-5-8 (min. 0-4-3) Max Horz8=-105(LC 10) Max Uplift8=-9(LC 11), 5=-64(LC 11) Max Grav8=3002(LC 20), 5=3942(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-806/62, 2-9=-316/38, 2-3=-4232/30, 3-4=-4396/26, 4-10=-5637/74, 10-11=-5899/68, 5-11=-5989/67 BOT CHORD 7-8=-17/3533, 5-7=-30/5305 WEBS 2-8=-4072/122, 2-7=0/905, 4-7=-1376/98 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-381(F=-141), 5-8=-20 11/15/17 Job B1705378 Truss T06D2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:26 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-olXosUAsvnrgfrPMFr5S9cNS0h0O8L4lRWX8CfybL_J Scale = 1:26.5 W1 T1 B1 W2 W3 HW2 T2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 4x6 6x8 4x6 4x6 8x12 2x4 6-10-5 6-10-5 13-7-2 6-8-13 6-10-5 6-10-5 13-7-2 6-8-13 15-7-2 2-0-0 4-4-124-6-41-0-03.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-6-0], [4:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.83 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.19 0.07 (loc) 6 4-6 4 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1710/0-5-8 (min. 0-3-8), 4=2284/0-5-8 (min. 0-4-5) Max Horz7=-108(LC 10) Max Uplift7=-8(LC 11), 4=-53(LC 11) Max Grav7=2144(LC 20), 4=2617(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-942/68, 2-8=-322/37, 2-3=-3571/6, 3-9=-3755/0, 9-10=-3822/0, 4-10=-3987/0 BOT CHORD 6-7=0/3465, 4-6=0/3465 WEBS 2-7=-3593/67, 2-6=0/302 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06D3 Truss Type Roof Special Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:26 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-olXosUAsvnrgfrPMFr5S9cNU6h0G8NRlRWX8CfybL_J Scale = 1:29.4 W1 T1 B1 W2 W3 HW2 T2 1 2 3 4 5 6 7 9 8 10 11 5x10 5x6 6x8 6x8 4x6 4x6 4x6 2x4 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 6-9-9 6-9-9 13-7-2 6-9-9 15-7-2 2-0-0 4-4-124-10-54-11-13 1-0-03.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.06 (loc) 8 6-8 6 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=2258/0-5-8 (min. 0-4-11), 6=2232/0-5-8 (min. 0-4-2) Max Horz9=-122(LC 10) Max Uplift9=-47(LC 14), 6=-48(LC 11) Max Grav9=2864(LC 20), 6=2489(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1748/138, 3-4=-315/56, 4-5=-3246/0, 5-11=-3412/0, 6-11=-3646/0 BOT CHORD 8-9=0/3149, 6-8=0/3149 WEBS 4-9=-3238/43, 4-8=0/297 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06D4 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:27 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Hy5A4qBUg5zXH?zZoYchipwVA5O2trxvgAGik6ybL_I Scale = 1:29.4 W1 T1 B1 W2 W3 W4 T2 HW2 1 2 3 4 5 6 7 9 8 10 11 12 4x12 4x6 6x8 7x10 4x12 5x6 4x4 3x6 6-9-6 6-9-6 13-7-2 6-9-12 -2-0-0 2-0-0 4-7-7 4-7-7 8-11-5 4-3-15 13-7-2 4-7-13 15-7-2 2-0-0 4-4-124-10-54-11-13 1-0-03.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-3-0], [6:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.67 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.11 0.04 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W1: 2x6 HF/SPF 1650F 1.5E WEDGE Right: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=3446/0-5-8 (min. 0-4-0), 6=3520/0-5-8 (min. 0-3-12) Max Horz9=-121(LC 10) Max Uplift9=-39(LC 14), 6=-59(LC 11) Max Grav9=4051(LC 20), 6=3795(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2060/165, 3-4=-3852/0, 4-5=-4030/0, 5-11=-5190/23, 11-12=-5213/16, 6-12=-5562/16 BOT CHORD 8-9=0/3100, 6-8=0/4881 WEBS 3-9=-3616/86, 3-8=0/1020, 5-8=-1353/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-381(F=-141), 2-7=-381(F=-141), 6-9=-20 11/15/17 Job B1705378 Truss T06DGE1 Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:27 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Hy5A4qBUg5zXH?zZoYchipwgn5X6twPvgAGik6ybL_I Scale = 1:21.3 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x4 13-7-2 13-7-2 13-7-2 13-7-2 3-5-20-0-53.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz15=-83(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 13, 12, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 15 except 8=460(LC 19), 14=410(LC 19), 13=435(LC 19), 12=421(LC 19), 11=474(LC 19), 9=1345(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-14=-383/66, 3-13=-407/58, 4-12=-398/37, 5-11=-432/40, 7-9=-1226/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 12-2-3 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13, 12, 10, 9. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705378 Truss T06E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:28 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-l8fYHAB6RO5Ou9YlMG7wF1SnjUoYcIq2vq0FGYybL_H Scale = 1:25.8 W1 T1 B1 W2 W3 W4 HW2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 3x4 7x10 5x6 4x4 4x6 5x10 6-0-13 6-0-13 12-3-2 6-2-5 4-1-11 4-1-11 7-11-15 3-10-3 12-3-2 4-3-3 14-3-2 2-0-0 4-0-124-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-8] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.54 0.40 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 0.04 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 87 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 4-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=2610/0-5-8 (min. 0-3-0), 4=3770/0-5-8 (min. 0-4-2) Max Horz7=-97(LC 12) Max Uplift7=-7(LC 11), 4=-63(LC 11) Max Grav7=3015(LC 20), 4=4175(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-849/59, 2-9=-316/36, 2-3=-4156/23, 3-10=-5148/50, 4-10=-5593/42 BOT CHORD 6-7=-9/3370, 4-6=-7/4801 WEBS 2-7=-3931/111, 2-6=-65/834, 3-6=-1101/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-431(F=-141), 4-7=-20 Continued on page 2 11/15/17 Job B1705378 Truss T06E1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:28 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-l8fYHAB6RO5Ou9YlMG7wF1SnjUoYcIq2vq0FGYybL_H LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-461(F=-141)-to-8=-431(F=-141) 11/15/17 Job B1705378 Truss T06E2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:28 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-l8fYHAB6RO5Ou9YlMG7wF1Sn7UiAcHy2vq0FGYybL_H Scale = 1:25.8 W1 T1 B1 W2 W3 HW2 1 2 3 4 5 7 6 8 9 10 5x10 MT20HS 4x6 7x10 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 6-0-13 6-0-13 12-3-2 6-2-5 14-3-2 2-0-0 4-0-134-2-41-0-03.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.52 0.81 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.16 0.06 (loc) 6 4-6 4 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1853/0-5-8 (min. 0-3-12), 4=2532/0-5-8 (min. 0-4-14) Max Horz7=-99(LC 12) Max Uplift7=-6(LC 11), 4=-54(LC 11) Max Grav7=2266(LC 20), 4=2945(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1009/66, 2-9=-330/34, 2-3=-3524/6, 3-10=-3728/0, 4-10=-4043/0 BOT CHORD 6-7=0/3419, 4-6=0/3419 WEBS 2-7=-3569/67, 2-6=0/271 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-290, 4-7=-20 Continued on page 2 11/15/17 Job B1705378 Truss T06E2 Truss Type ROOF SPECIAL Qty 11 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:28 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-l8fYHAB6RO5Ou9YlMG7wF1Sn7UiAcHy2vq0FGYybL_H LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-320-to-8=-290 11/15/17 Job B1705378 Truss T06EGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 6 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Thu Sep 21 16:36:29 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-DKDxVWClCiDFWJ7xwze9nE?0PuDJLqRC7Ulpo_ybL_G Scale = 1:19.2 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 12-3-2 12-3-2 12-3-2 12-3-2 3-1-20-0-53.00 12 LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.11 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF 2400F 2.0E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 12-3-2. (lb) - Max Horz13=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13 except 7=605(LC 19), 12=486(LC 19), 11=513(LC 19), 10=530(LC 19), 8=1613(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-458/68, 3-11=-491/61, 4-10=-488/41, 6-8=-1493/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-3 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 9, 8. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-14=-290, 7-13=-20 Trapezoidal Loads (plf) Vert: 1=-320-to-14=-290 11/15/17 B1705377 CHAMONIX - VAIL 2310 CHAMONIX ROAD VAIL COLORADO BUILDING 5 T05AGE T05A1 T05AGE T05A1 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05A2 T05BGE1 T05B4 T05BGE1 T05B1 T05B2 T05B2 T05B2 T05B2 T05B2 T05B2 T05B2 T05B2 T05B2 T05B2 T05B3 T05B3 T05CGE3 T05CGE2 T05C2 T05CGE1 T05C1 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05C2 T05EGET05E1T05E2T05E2T05E2T05D1T05D1T05D2T05D3T05D3T05D3T05D3T05D3T05DGET05C3 11/15/17 Job B1705377 Truss T05A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:12 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-foFOaMl9TfFoDW7st_fkWiEuELeKFtvKBq5D7Oyb6GL Scale = 1:24.8 T1 W4 B1 W1 W2 W3 HW1 1 2 3 4 5 6 8 7 9 10 11 4x6 5x8 8x14 MT20HS 7x16 3x4 3x6 5x6 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 4-1-11 4-1-11 7-11-15 3-10-3 11-11-10 3-11-11 12-3-2 0-3-8 1-0-0 4-0-13 4-2-4 3.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-4-0], [2:0-1-6,0-3-8] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.54 0.39 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 0.03 (loc) 8 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 89 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W4: 2x6 HF/SPF 1650F 1.5E SLIDER Left 2x6 HFSPF 1650F 1.5E 2-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=2591/0-5-8 (min. 0-3-0), 2=3752/0-5-8 (min. 0-4-2) Max Horz2=97(LC 11) Max Uplift7=-7(LC 10), 2=-64(LC 10) Max Grav7=2992(LC 19), 2=4153(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-5460/43, 3-9=-5313/44, 3-4=-4914/45, 4-5=-4076/21, 5-10=-363/36, 6-7=-875/63 BOT CHORD 2-8=-148/4596, 7-8=-121/3394 WEBS 4-8=-929/301, 5-8=-75/682, 5-7=-3877/109 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-431(F=-141), 2-7=-20 Continued on page 2 11/15/17 Job B1705377 Truss T05A1 Truss Type MONOPITCH Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:12 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-foFOaMl9TfFoDW7st_fkWiEuELeKFtvKBq5D7Oyb6GL LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 11=-431(F=-141)-to-6=-461(F=-141) 11/15/17 Job B1705377 Truss T05A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:12 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-foFOaMl9TfFoDW7st_fkWiEu8LYnFrfKBq5D7Oyb6GL Scale = 1:25.7 T1 W3 B1 W1 W2 HW11 2 3 4 5 7 6 8 9 10 4x6 5x10 MT20HS 7x10 4x6 4x6 5x6 2x4 6-0-13 6-0-13 12-3-2 6-2-5 -2-0-0 2-0-0 6-0-13 6-0-13 11-11-10 5-10-13 12-3-2 0-3-8 1-0-0 4-0-13 4-2-4 3.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.55 0.81 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.17 0.06 (loc) 7 7 6 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 72 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-0-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1854/0-5-8 (min. 0-3-12), 2=2532/0-5-8 (min. 0-4-14) Max Horz2=99(LC 11) Max Uplift6=-6(LC 10), 2=-54(LC 10) Max Grav6=2267(LC 19), 2=2945(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-4087/0, 3-8=-3783/0, 3-4=-3571/6, 4-9=-337/34, 5-6=-1037/69 BOT CHORD 2-7=-83/3465, 6-7=-83/3465 WEBS 4-7=0/271, 4-6=-3599/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 6, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-290, 2-6=-20 Continued on page 2 11/15/17 Job B1705377 Truss T05A2 Truss Type MONOPITCH Qty 11 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:12 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-foFOaMl9TfFoDW7st_fkWiEu8LYnFrfKBq5D7Oyb6GL LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-290-to-5=-320 11/15/17 Job B1705377 Truss T05AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:13 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-7_pmnimnEzNergi2QhAz3vn73k3J_PiTQUqmgryb6GK Scale = 1:19.5 T1 W2 B1 ST5 ST4 ST3ST2 ST1 W11 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x84x4 4x4 3x10 11-11-10 11-11-10 12-3-2 0-3-8 0-0-6 3-1-3 3.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-2-12], [1:0-0-4,0-2-0], [2:0-1-11,0-2-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.08 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-3-2. (lb) - Max Horz1=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=624(LC 18), 9=524(LC 18), 10=500(LC 18), 11=530(LC 18), 13=1410(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-496/76, 5-10=-476/58, 4-11=-491/40, 2-13=-1307/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 12-1-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12, 13. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-290, 1-8=-20 Continued on page 2 11/15/17 Job B1705377 Truss T05AGE Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:13 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-7_pmnimnEzNergi2QhAz3vn73k3J_PiTQUqmgryb6GK LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 17=-290-to-7=-320 11/15/17 Job B1705377 Truss T05B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:13 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-7_pmnimnEzNergi2QhAz3vn4Akv7_IsTQUqmgryb6GK Scale = 1:26.6 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 7x10 3x4 5x10 MT20HS 7x10 5x16 MT18HS 4x4 3x6 5x8 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 4-7-1 4-7-1 8-10-9 4-3-9 13-3-10 4-5-1 13-7-2 0-3-8 1-0-0 4-4-12 4-6-4 3.00 12 Plate Offsets (X,Y)-- [2:0-0-3,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.47 0.74 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.16 0.07 (loc) 9 8-9 8 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 80 lb FT = 20% GRIP 185/144 139/108 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 2-3-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2635/0-5-8 (min. 0-3-14), 2=3547/0-5-8 (min. 0-4-15) Max Horz2=108(LC 11) Max Uplift8=-10(LC 10), 2=-57(LC 10) Max Grav8=3069(LC 19), 2=3880(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5794/77, 10-11=-5489/78, 3-11=-5419/80, 3-4=-5349/79, 4-5=-4394/38, 5-6=-4262/42, 6-12=-322/40, 7-8=-833/65 BOT CHORD 2-9=-173/4966, 8-9=-136/3610 WEBS 4-9=-994/130, 6-9=0/862, 6-8=-4185/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 11/15/17 Job B1705377 Truss T05B1 Truss Type MONOPITCH Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:13 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-7_pmnimnEzNergi2QhAz3vn4Akv7_IsTQUqmgryb6GK LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705377 Truss T05B2 Truss Type MONOPITCH Qty 10 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:13 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-7_pmnimnEzNergi2QhAz3vn4mkul_HlTQUqmgryb6GK Scale = 1:26.4 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 6 8 7 9 10 117x10 4x6 5x10 MT20HS 6x8 4x6 4x6 5x6 2x4 6-8-13 6-8-13 13-7-2 6-10-5 -2-0-0 2-0-0 6-8-13 6-8-13 13-3-10 6-6-13 13-7-2 0-3-8 1-0-0 4-4-13 4-6-4 3.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.82 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.19 0.07 (loc) 8 2-8 7 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1710/0-5-8 (min. 0-3-8), 2=2284/0-5-8 (min. 0-4-5) Max Horz2=108(LC 13) Max Uplift7=-8(LC 10), 2=-53(LC 10) Max Grav7=2144(LC 19), 2=2617(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-3983/0, 9-10=-3819/0, 3-10=-3752/0, 3-4=-3567/6, 4-5=-322/28, 6-7=-942/71 BOT CHORD 2-8=-84/3461, 7-8=-84/3461 WEBS 4-8=0/302, 4-7=-3589/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 7, 2. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05B3 Truss Type Monopitch Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:14 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bAM9?2nP?GVVTpHE_PhCb7KHb8DrjmMde8aJCHyb6GJ Scale = 1:31.1 T2 W3 B1 W1 W2 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 6x8 5x6 5x10 6x8 4x6 4x6 4x6 2x4 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 6-9-9 6-9-9 13-3-10 6-6-1 13-7-2 0-3-8 15-7-2 2-0-0 1-0-0 4-10-5 4-11-13 4-4-12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.06 (loc) 9 2-9 8 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W3: 2x6 HF/SPF 1650F 1.5E SLIDER Left 2x4 HFSPF 1650F 1.5E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2258/0-5-8 (min. 0-4-11), 2=2232/0-5-8 (min. 0-4-2) Max Horz2=122(LC 11) Max Uplift8=-47(LC 14), 2=-48(LC 10) Max Grav8=2864(LC 19), 2=2489(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-3646/0, 3-10=-3412/0, 3-4=-3246/0, 4-5=-315/56, 6-8=-1748/138 BOT CHORD 2-9=-56/3149, 8-9=-56/3149 WEBS 4-9=0/297, 4-8=-3238/34 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05B4 Truss Type Monopitch Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:14 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bAM9?2nP?GVVTpHE_PhCb7K7v8FPjnbde8aJCHyb6GJ Scale = 1:29.1 T2 W4 B1 W1 W2 W3 HW1 T1 1 2 3 4 5 6 7 9 8 10 11 12 6x8 4x6 4x12 7x10 4x12 4x4 3x6 5x6 6-9-9 6-9-9 13-7-2 6-9-9 -2-0-0 2-0-0 4-7-9 4-7-9 8-11-9 4-4-1 13-3-10 4-4-1 13-7-2 0-3-8 15-7-2 2-0-0 1-0-0 4-10-5 4-11-13 4-4-12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.67 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.04 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W4: 2x6 HF/SPF 1650F 1.5E WEDGE Left: 2x4 HFSPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=3446/0-5-8 (min. 0-4-0), 2=3520/0-5-8 (min. 0-3-12) Max Horz2=121(LC 11) Max Uplift8=-39(LC 14), 2=-59(LC 10) Max Grav8=4051(LC 19), 2=3795(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5562/15, 10-11=-5214/16, 3-11=-5189/22, 3-4=-4035/0, 4-5=-3857/0, 6-8=-2061/165 BOT CHORD 2-9=-155/4881, 8-9=-96/3109 WEBS 3-9=-1345/105, 5-9=0/1011, 5-8=-3623/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 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) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-381(F=-141), 6-7=-381(F=-141), 2-8=-20 11/15/17 Job B1705377 Truss T05BGE1 Truss Type GABLE Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:15 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-3MwXCOn1madM4zsRY6DR8KsTYYkmSIPmtoJtkjyb6GI Scale = 1:21.6 T1 W1 B1 ST6ST5ST4ST3ST2ST11 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x4 13-3-10 13-3-10 13-7-2 0-3-8 0-0-6 3-5-3 3.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.28 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-7-2. (lb) - Max Horz1=83(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9, 14 except 1=447(LC 18), 10=436(LC 18), 11=431(LC 18), 12=420(LC 18), 13=472(LC 18), 15=1296(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-408/73, 6-11=-404/56, 5-12=-397/36, 4-13=-431/40, 2-15=-1181/153 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 to 13-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 14, 15. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05C1 Truss Type ROOF SPECIAL Qty 1 Ply 2 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:16 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-XZUvQkofXulDi7Rd6qkggYPbAyvSBbAw6S3QG9yb6GH Scale = 1:51.7 T2 W6 T3 B1 W3 W5 W4 W7 W8 W1 W2 HW2 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 6x8 3x4 4x6 6x8 5x10 MT20HS 8x14 MT20HS 4x6 6x12 7x10 4x6 2x4 6x8 6x12 5x8 5x8 6-5-5 6-5-5 12-7-2 6-1-13 19-2-6 6-7-4 26-1-2 6-10-12 -2-0-0 2-0-0 6-5-5 6-5-5 12-7-2 6-1-13 19-2-6 6-7-4 25-9-10 6-7-4 26-1-2 0-3-8 28-1-2 2-0-0 4-5-8 7-6-6 4-5-6 8-1-4 8-2-12 1-0-0 3.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-12], [7:0-7-4,0-3-8], [11:0-0-0,0-3-8], [17:0-6-8,0-0-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.48 0.82 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.44 0.14 (loc) 13-14 13-14 11 l/defl >935 >708 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 357 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 3-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-7 BOT CHORD 6-0-0 oc bracing. REACTIONS. (lb/size) 17=6302/0-5-8 (min. 0-1-11), 11=6253/0-5-8 (min. 0-4-0) Max Horz17=190(LC 14) Max Uplift17=-19(LC 10), 11=-82(LC 14) Max Grav17=6546(LC 19), 11=6253(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/254, 2-18=-5453/78, 18-19=-5204/81, 3-19=-5163/84, 3-4=-4882/88, 4-20=-398/94, 5-20=-80/253, 7-14=0/1040, 5-7=-1877/292, 7-21=-10246/474, 8-21=-10296/467, 8-9=-10530/462, 9-10=-12295/349, 10-22=-12331/342, 11-22=-12813/330, 2-17=-6484/207 BOT CHORD 15-16=-386/10017, 14-15=-386/10017, 13-14=-291/11647, 11-13=-291/11647 WEBS 4-16=-74/713, 4-7=-5226/210, 7-16=-6109/374, 9-14=-2808/276, 9-13=0/274, 2-16=-71/5909 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 28-2-0 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 4) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 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 100 lb uplift at joint(s) 17, 11. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 11/15/17 Job B1705377 Truss T05C1 Truss Type ROOF SPECIAL Qty 1 Ply 2 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:16 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-XZUvQkofXulDi7Rd6qkggYPbAyvSBbAw6S3QG9yb6GH NOTES- 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-381(F=-141), 2-5=-381(F=-141), 5-6=-240, 7-12=-381(F=-141), 11-17=-20 11/15/17 Job B1705377 Truss T05C2 Truss Type ROOF SPECIAL Qty 12 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-?l2Hd4pIIBt4KH0pfXFvDlye5MHlw2w3L6o_pcyb6GG Scale: 1/4"=1' T1 W6 T2 B1 W3 W5 W4 W7 W8 W9 W10 W1 W2 HW2 B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x4 4x6 7x10 6x8 8x14 MT20HS 5x6 8x16 7x10 4x6 4x4 4x12 5x8 2x4 7x10 8x16 6-5-5 6-5-5 12-7-2 6-1-13 16-11-15 4-4-13 21-4-13 4-4-13 26-1-2 4-8-5 6-5-5 6-5-5 12-7-2 6-1-13 16-11-15 4-4-13 21-4-13 4-4-13 25-9-10 4-4-13 26-1-2 0-3-8 28-1-2 2-0-0 4-5-8 7-6-6 4-5-6 8-1-4 8-2-12 1-0-0 3.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-3-4], [5:0-7-4,0-3-12], [9:0-0-0,0-3-2], [16:0-4-8,0-0-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.98 0.69 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.42 0.11 (loc) 12-14 12-14 9 l/defl >959 >741 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 198 lb FT = 20% GRIP 185/144 148/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 SPF 2100F 1.8E *Except* B2: 2x6 DF 2400F 2.0E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 4-4-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. Except: 5-6-0 oc bracing: 3-5 BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=3566/0-5-8 (min. 0-2-0), 9=4189/0-5-8 (min. 0-4-3) Max Horz16=-175(LC 12) Max Uplift9=-95(LC 14) Max Grav16=3821(LC 19), 9=4189(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3779/91, 17-18=-3653/91, 2-18=-3636/102, 2-19=-290/69, 5-14=0/1069, 3-5=-1511/285, 5-20=-7102/480, 6-20=-7169/476, 6-7=-8165/413, 7-8=-8228/403, 8-21=-8042/320, 9-21=-8299/305, 1-16=-3754/136 BOT CHORD 14-15=-392/6962, 13-14=-342/7921, 12-13=-342/7921, 11-12=-271/7553, 9-11=-271/7553 WEBS 2-15=-48/593, 2-5=-3676/196, 5-15=-4186/375, 6-14=-1904/119, 6-12=-189/251, 8-12=-336/944, 1-15=-111/4136 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 28-2-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05C3 Truss Type Roof Special Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:17 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-?l2Hd4pIIBt4KH0pfXFvDlymPMGTw6P3L6o_pcyb6GG Scale = 1:26.0 W1 T1 B1 W2 W3 W4 HW2 1 2 3 4 5 6 8 7 9 10 11 5x10 MT20HS 3x4 7x10 7x12 MT20HS 5x8 4x4 3x6 6-7-9 6-7-9 13-3-2 6-7-9 4-6-3 4-6-3 8-8-15 4-2-11 12-11-10 4-2-11 13-3-2 0-3-8 15-3-2 2-0-0 4-3-12 4-5-4 1-0-0 3.00 12 Plate Offsets (X,Y)-- [5:0-0-3,Edge] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.45 0.71 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.15 0.07 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 78 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 HF/SPF 1650F 1.5E SLIDER Right 2x4 HFSPF 1650F 1.5E 2-2-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2567/0-5-8 (min. 0-3-13), 5=3482/0-5-8 (min. 0-4-13) Max Horz8=-106(LC 10) Max Uplift8=-10(LC 11), 5=-57(LC 11) Max Grav8=2986(LC 20), 5=3811(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-791/63, 2-9=-308/40, 2-3=-4207/41, 3-4=-5150/77, 4-10=-5220/79, 10-11=-5436/77, 5-11=-5596/76 BOT CHORD 7-8=-24/3437, 5-7=-34/4777 WEBS 2-8=-4018/128, 2-7=0/852, 3-7=-986/134 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-4-0 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 2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf 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 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 11/15/17 Job B1705377 Truss T05C3 Truss Type Roof Special Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:17 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-?l2Hd4pIIBt4KH0pfXFvDlymPMGTw6P3L6o_pcyb6GG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-381(F=-141), 5-8=-20 11/15/17 Job B1705377 Truss T05CGE1 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:18 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-TxcfqQqw3V?xxRb?DEm8mzU_Wlm7ffjCZmYXL2yb6GF Scale = 1:45.2 W1 T1 W3 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 B2 ST10 ST11 ST12 ST13 ST14 ST15 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 37 38 39 40 4x4 3x4 3x4 6x8 3x6 12-7-2 12-7-2 26-1-2 13-6-0 12-7-2 12-7-2 25-9-10 13-2-8 26-1-2 0-3-8 3-5-14 6-6-13 3-5-12 6-7-11 0-0-6 0-3-8 3.00 12 Plate Offsets (X,Y)-- [35:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.11 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 26-1-2. (lb) - Max Horz36=-150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 34, 33, 32, 31, 30, 29, 25, 24, 23, 20 except 36=-124(LC 12), 35=-289(LC 14), 21=-130(LC 1) Max Grav All reactions 250 lb or less at joint(s) except 36=324(LC 14), 19=521(LC 19), 35=373(LC 21), 34=410(LC 18), 33=425(LC 18), 32=424(LC 18), 31=422(LC 18), 30=423(LC 18), 29=435(LC 18), 27=440(LC 18), 26=365(LC 1), 25=340(LC 19), 24=441(LC 19), 23=430(LC 19), 22=469(LC 19), 20=1555(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-36=-457/216 WEBS 2-35=-317/48, 3-34=-383/62, 4-33=-399/35, 5-32=-397/30, 6-31=-395/31, 7-30=-396/33, 8-29=-409/49, 9-27=-410/45, 13-25=-319/57, 14-24=-412/42, 15-23=-409/32, 16-22=-424/35, 18-20=-1420/157, 1-35=-266/497 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 24-8-5 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Bearing at joint(s) 36 considers parallel to grain value using ANSI/TPI 1 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 100 lb uplift at joint(s) 34, 33, 32, 31, 30, 29 , 25, 24, 23, 20 except (jt=lb) 36=124, 35=289, 21=130. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.Continued on page 2 11/15/17 Job B1705377 Truss T05CGE1 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:18 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-TxcfqQqw3V?xxRb?DEm8mzU_Wlm7ffjCZmYXL2yb6GF NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05CGE2 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:18 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-TxcfqQqw3V?xxRb?DEm8mzU0?lmbffjCZmYXL2yb6GF Scale = 1:36.1 W1 T1 W3 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 W2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 4x4 4x66x8 12-3-10 12-3-10 12-7-2 0-3-8 3-5-14 6-7-11 3.00 12 Plate Offsets (X,Y)-- [20:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.14 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-7-2. (lb) - Max Horz21=165(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 19, 18, 17, 16, 15, 13 except 20=-246(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 21=303(LC 22), 12=316(LC 18), 20=360(LC 21), 19=412(LC 18), 18=426(LC 18), 17=424(LC 18), 16=422(LC 18), 15=424(LC 18), 14=435(LC 18), 13=444(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-573/356 BOT CHORD 20-21=-278/222 WEBS 2-20=-317/69, 3-19=-384/63, 4-18=-399/39, 5-17=-397/35, 6-16=-396/36, 7-15=-397/38, 8-14=-410/52, 9-13=-412/66, 1-20=-410/621 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 12-5-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12, 19, 18, 17, 16 , 15, 13 except (jt=lb) 20=246. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05CGE3 Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:19 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-x8A12lrYqp7oZbACnyHNIA18095yO6ZMoQH4tUyb6GE Scale = 1:20.7 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x4 3x4 13-3-2 13-3-2 13-3-2 13-3-2 3-4-3 0-0-6 3.00 12 LOADING (psf) TCLL (Roof Snow=100.0) TCDL BCLL BCDL 100.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.38 0.13 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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. All bearings 13-3-2. (lb) - Max Horz13=-81(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 8 except 9=-267(LC 19) Max Grav All reactions 250 lb or less at joint(s) 13 except 7=583(LC 19), 12=406(LC 19), 11=442(LC 19), 10=474(LC 19), 8=1794(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-378/66, 3-11=-422/60, 4-10=-424/40, 6-8=-1638/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 11-10-5 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 8 except (jt=lb) 9=267. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05D1 Truss Type ROOF SPECIAL Qty 2 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:20 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-QKkQF5rAa6FfBklOLfocrOaHFZDi7MMV141ePxyb6GD Scale = 1:54.6 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W1 W2 W13 W12 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 6x8 6x8 6x8 6x12 5x12 MT20HS4x4 5x8 4x6 5x8 4x6 4x6 6x8 3x6 3x4 2x4 5x6 8x12 8-3-5 8-3-5 16-3-1 7-11-13 21-6-13 5-3-12 26-10-9 5-3-12 28-11-2 2-0-9 5-7-6 5-7-6 10-11-4 5-3-14 16-3-1 5-3-14 19-9-93-6-8 23-4-13-6-8 26-10-93-6-8 28-7-10 1-9-1 28-11-2 0-3-8 30-11-2 2-0-0 4-6-4 8-7-0 2-3-0 3.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [10:0-2-12,0-2-4], [14:0-1-12,0-1-8], [18:0-8-8,0-3-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.48 1.00 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.26 0.13 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W11: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-13, 2-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=4002/0-5-8 (min. 0-2-5), 13=5536/0-5-4 (min. 0-2-3) Max Horz18=-155(LC 12) Max Uplift13=-31(LC 14) Max Grav18=4251(LC 19), 13=5536(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4127/46, 3-4=-3892/61, 4-21=-3351/85, 5-21=-3157/94, 5-22=-3411/88, 6-22=-3606/71, 6-7=-3095/61, 7-8=-80/1526, 8-23=-81/1494, 9-23=-89/1479, 9-24=-93/1304, 10-24=-97/1274, 10-11=0/551, 1-18=-680/45 BOT CHORD 18-25=0/3463, 25-26=0/3463, 17-26=0/3463, 17-27=0/3948, 16-27=0/3948, 16-28=0/3948, 15-28=0/3948, 14-15=0/2981, 13-14=-297/2070 WEBS 2-17=0/775, 4-17=-557/68, 4-15=-1722/56, 5-15=0/966, 6-15=-578/644, 6-14=-1362/53, 7-14=0/1503, 7-13=-4728/90, 9-13=-1085/368, 2-18=-4894/71, 10-13=-1693/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 18, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05D2 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:20 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-QKkQF5rAa6FfBklOLfocrOaIwZDh7MLV141ePxyb6GD Scale = 1:55.5 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W1 W2 W13 B3 T1 T4 B2 W12 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 6x8 6x8 6x8 6x12 5x12 MT20HS4x4 5x8 4x6 5x8 4x6 6x8 6x8 10x16 3x4 2x4 7x10 8-3-5 8-3-5 16-3-1 7-11-13 21-6-13 5-3-12 26-10-9 5-3-12 27-11-2 1-0-9 5-7-6 5-7-6 10-11-4 5-3-14 16-3-1 5-3-14 19-9-9 3-6-8 23-4-1 3-6-8 26-10-9 3-6-8 27-7-10 0-9-1 27-11-2 0-3-8 30-11-2 3-0-0 4-6-4 8-7-0 2-9-0 3.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [9:0-3-8,0-5-4], [13:0-2-8,Edge], [18:0-8-8,0-3-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.43 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.26 0.13 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 213 lb FT = 20% GRIP 174/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E *Except* T4: 1-1/2" x 9-1/2" VERSA-LAM® 2.0 2800 DF BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W11: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-13, 2-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=4002/0-5-8 (min. 0-2-5), 13=5529/0-5-4 (min. 0-2-3) Max Horz18=-160(LC 12) Max Uplift13=-55(LC 14) Max Grav18=4253(LC 19), 13=5529(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4130/46, 3-4=-3895/61, 4-21=-3349/89, 5-21=-3155/98, 5-22=-3409/93, 6-22=-3607/75, 6-7=-3070/228, 7-8=-95/1387, 8-23=-134/1331, 9-23=-203/1314, 9-10=-15/883, 10-11=0/795, 1-18=-680/45 BOT CHORD 18-24=0/3465, 24-25=0/3465, 17-25=0/3465, 17-26=0/3950, 16-26=0/3950, 16-27=0/3950, 15-27=0/3950, 14-15=0/2981, 13-14=-488/2046 WEBS 2-17=0/774, 4-17=-557/91, 4-15=-1722/56, 5-15=0/971, 6-15=-584/640, 6-14=-1400/58, 7-14=0/1542, 7-13=-4207/45, 9-13=-1252/988, 2-18=-4897/74, 10-13=-2794/324 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 18, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05D3 Truss Type ROOF SPECIAL Qty 5 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:21 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-uWIoTRsoLQNWpuJauNJrNb6S2zZxsphfFkmByNyb6GC Scale = 1:54.8 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W1 W2 W12 T1 B2 B3 W11 SB1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x8 6x8 6x12 5x10 WB4x4 5x8 4x6 5x8 4x6 5x8 7x10 3x4 2x4 5x6 5x10 8-3-5 8-3-5 16-3-1 7-11-13 21-6-13 5-3-12 26-10-9 5-3-12 27-11-2 1-0-9 5-7-6 5-7-6 10-11-4 5-3-14 16-3-1 5-3-14 21-6-13 5-3-12 26-10-9 5-3-12 27-7-10 0-9-1 27-11-2 0-3-8 29-11-2 2-0-0 4-6-4 8-7-0 2-9-0 3.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [7:0-4-8,0-2-12], [8:0-2-11,0-2-8], [11:0-2-4,0-2-8], [12:0-1-12,0-2-4], [16:0-8-8,0-3-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.47 1.00 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.26 0.11 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W10: 2x6 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=4046/0-5-8 (min. 0-2-5), 11=5182/0-5-4 (min. 0-2-1) Max Horz16=-154(LC 12) Max Uplift11=-30(LC 14) Max Grav16=4222(LC 19), 11=5182(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4112/54, 3-4=-3879/68, 4-19=-3445/92, 5-19=-3254/100, 5-20=-3518/90, 6-20=-3867/74, 6-21=-3297/56, 7-21=-3646/32, 7-22=-8/553, 8-22=-12/537, 8-9=0/551, 1-16=-678/45 BOT CHORD 16-23=0/3440, 23-24=0/3440, 15-24=0/3440, 15-25=0/3943, 14-25=0/3943, 14-26=0/3943, 13-26=0/3943, 12-13=0/2949, 11-12=-878/78 WEBS 2-15=0/804, 4-15=-586/62, 4-13=-1693/51, 5-13=0/942, 6-13=-448/769, 6-12=-1773/75, 7-12=-24/3765, 7-11=-4399/13, 2-16=-4861/75, 8-11=-1924/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 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 100 lb uplift at joint(s) 11. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05DGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:22 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MjrAgntQ6kVNQ2unS4r4wpfcoN2dbQPoUOWlUpyb6GB Scale = 1:57.2 W1 T2 T4 W4 B1 ST12ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 T1 B2 W2 T3 W3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 47 48 4x4 5x6 5x6 6x8 5x6 5x6 7x10 4x4 3x6 3x4 3x6 27-11-2 27-11-2 16-3-1 16-3-1 27-7-10 11-4-9 27-11-2 0-3-8 29-11-2 2-0-0 4-6-4 8-7-0 3-3-5 1-7-6 3.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-4-8], [13:0-3-0,0-0-8], [20:0-4-0,Edge], [23:0-2-11,0-2-8], [37:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=125.0) TCDL BCLL BCDL 125.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.47 0.39 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.02 (loc) 23 23-24 26 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T4: 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-10-9. (lb) - Max Horz46=-156(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 38, 39, 40, 42, 43, 44, 45, 32, 31, 30, 29, 28, 26 except 46=-1390(LC 18), 27=-967(LC 18) Max Grav All reactions 250 lb or less at joint(s) 46, 27 except 34=500(LC 1), 35=545(LC 19), 36=521(LC 19), 37=495(LC 19), 38=505(LC 19), 39=504(LC 19), 40=513(LC 19), 41=512(LC 19), 42=478(LC 19), 43=461(LC 19), 44=460(LC 1), 45=1335(LC 18), 33=566(LC 20), 32=558(LC 20), 31=549(LC 20), 30=558(LC 20), 29=556(LC 20), 28=528(LC 20), 26=2182(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-46=-103/1376, 1-2=-18/436, 2-3=-20/467, 3-47=-17/442, 4-47=-11/452, 4-5=-14/447, 5-6=-12/455, 6-7=-9/447, 7-8=-8/453, 8-9=-12/453, 9-10=-16/446, 10-11=-21/458, 11-12=-26/455, 12-13=-30/436, 13-14=-35/455, 14-15=-29/499, 15-48=-4/494, 16-48=-20/485, 16-17=-11/489, 17-18=-2/492, 18-19=0/502, 19-20=0/455, 20-21=-4/413, 22-23=0/429, 23-24=0/551, 23-25=-275/11 BOT CHORD 44-45=-431/121, 43-44=-431/121, 42-43=-431/121, 41-42=-431/121, 40-41=-432/121, 39-40=-432/121, 38-39=-432/121, 37-38=-432/121, 36-37=-432/121, 35-36=-432/121, 34-35=-432/121, 33-34=-428/122, 32-33=-428/122, 31-32=-428/122, 30-31=-428/122, 29-30=-428/122, 28-29=-428/122, 27-28=-428/122, 26-27=-428/122 WEBS 13-34=-473/0, 12-35=-518/38, 11-36=-493/50, 10-37=-468/39, 9-38=-480/32, 8-39=-477/31, 7-40=-487/36, 6-41=-486/33, 5-42=-452/34, 4-43=-434/33, 3-44=-438/41, 2-45=-354/92, 14-33=-539/32, 15-32=-531/69, 16-31=-523/48, 17-30=-528/40, 18-29=-542/41, 19-28=-455/56, 21-27=-45/703, 22-26=-806/16, 1-45=-1416/109, 23-26=-968/226 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 16-3-1, Corner(3) 16-3-1 to 19-3-1 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads.Continued on page 2 11/15/17 Job B1705377 Truss T05DGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:22 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MjrAgntQ6kVNQ2unS4r4wpfcoN2dbQPoUOWlUpyb6GB NOTES- 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Bearing at joint(s) 46 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 38, 39, 40, 42, 43, 44, 45, 32, 31, 30, 29, 28, 26 except (jt=lb) 46=1390, 27=967. 13) Non Standard bearing condition. Review required. 14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16) 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. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05E1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:22 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MjrAgntQ6kVNQ2unS4r4wpfbBNzKbHyoUOWlUpyb6GB Scale = 1:57.4 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12W1 W2 W14 W13 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 6x8 7x10 6x8 8x12 5x12 MT20HS5x8 6x12 3x6 5x6 6x8 4x6 5x6 7x12 MT20HS 3x64x4 3x4 5x6 10x12 MT20HS 8-3-5 8-3-5 16-3-1 7-11-13 21-6-13 5-3-12 26-10-9 5-3-12 28-11-2 2-0-9 -2-0-0 2-0-0 4-3-6 4-3-6 8-3-5 3-11-14 12-3-3 3-11-14 16-3-13-11-14 19-9-93-6-8 23-4-13-6-8 26-10-93-6-8 28-7-10 1-9-1 28-11-2 0-3-8 30-11-2 2-0-0 3-2-0 8-7-0 2-3-0 4.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [7:0-5-0,0-3-12], [10:0-6-0,0-2-12], [12:0-2-12,0-2-4], [15:0-4-8,0-5-0], [16:0-1-8,0-2-0], [19:0-2-12,0-2-0], [20:0-8-8,0-4-8] LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.51 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.25 0.11 (loc) 17-19 17-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 234 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x6 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W12: 2x6 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 10-15, 3-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=6370/0-5-8 (min. 0-3-9), 15=7499/0-5-4 (min. 0-2-15) Max Horz20=138(LC 13) Max Uplift20=-15(LC 14), 15=-19(LC 14) Max Grav20=6570(LC 19), 15=7537(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/362, 2-21=-372/58, 3-21=-276/122, 3-22=-6428/95, 4-22=-6162/95, 4-5=-6037/100, 5-6=-6456/136, 6-23=-4619/137, 7-23=-4374/145, 7-24=-4611/140, 8-24=-4891/129, 8-9=-3963/104, 9-10=-4203/95, 10-25=-94/1471, 11-25=-100/1388, 11-26=-110/1297, 12-26=-112/1230, 12-13=0/520, 2-20=-1921/177 BOT CHORD 19-20=-27/4525, 19-27=0/5329, 18-27=0/5329, 18-28=0/5329, 17-28=0/5329, 16-17=0/4050, 15-16=-47/2830 WEBS 3-19=0/1807, 5-19=-1960/84, 6-19=-2/1011, 6-17=-2546/92, 7-17=-27/1863, 8-17=-508/599, 8-16=-1853/77, 10-16=-8/1943, 10-15=-6390/164, 11-15=-1493/196, 3-20=-6389/65, 12-15=-1563/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 0-10-14, Interior(1) 0-10-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 110.0 psf on overhangs non-concurrent with other live loads. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 20, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 15. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.Continued on page 2 11/15/17 Job B1705377 Truss T05E1 Truss Type ROOF SPECIAL Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:22 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MjrAgntQ6kVNQ2unS4r4wpfbBNzKbHyoUOWlUpyb6GB NOTES- 12) 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 + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-401(F=-141), 2-7=-401(F=-141), 7-12=-401(F=-141), 12-13=-401(F=-141), 14-20=-20 11/15/17 Job B1705377 Truss T05E2 Truss Type ROOF SPECIAL Qty 3 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:23 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-qvPYu7u2t1dE2CTz0oMJS0BoGmGVKmVyj2FI0Fyb6GA Scale = 1:56.2 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W1 W2 W12 W11 T1 T4 B2SB1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 6x8 6x8 6x8 6x12 5x8 WB3x4 5x8 4x6 5x8 4x6 6x8 7x104x4 2x4 5x6 5x10 8-3-5 8-3-5 16-3-1 7-11-13 21-6-13 5-3-12 26-10-9 5-3-12 28-11-2 2-0-9 -2-0-0 2-0-0 5-7-6 5-7-6 10-11-3 5-3-14 16-3-1 5-3-14 21-6-13 5-3-12 26-10-9 5-3-12 28-7-10 1-9-1 28-11-2 0-3-8 30-11-2 2-0-0 3-2-0 8-7-0 2-3-0 4.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-4-0,0-3-12], [9:0-4-0,0-3-0], [10:0-2-11,0-2-8], [13:0-2-8,0-3-0], [14:0-2-12,0-3-0], [18:0-8-8,0-3-0] LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.43 0.93 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.28 0.11 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E *Except* W10: 2x6 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 3-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=4223/0-5-8 (min. 0-2-6), 13=4971/0-5-4 (min. 0-1-15) Max Horz18=141(LC 13) Max Uplift18=-26(LC 14), 13=-32(LC 14) Max Grav18=4423(LC 19), 13=5009(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/340, 2-19=-295/56, 3-20=-4227/34, 4-20=-4082/36, 4-5=-3973/53, 5-21=-3125/81, 6-21=-2897/99, 6-22=-3058/87, 7-22=-3370/71, 7-8=-2779/47, 8-23=-2900/28, 9-23=-3094/22, 9-24=-90/1169, 10-24=-94/1138, 10-11=0/490, 2-18=-1419/153 BOT CHORD 17-18=0/3565, 17-25=0/3835, 16-25=0/3835, 16-26=0/3835, 15-26=0/3835, 14-15=0/2486, 13-14=-1226/149 WEBS 3-17=0/503, 5-17=-276/132, 5-15=-1868/63, 6-15=0/1054, 7-15=-318/754, 7-14=-1691/95, 9-14=-61/3603, 9-13=-4398/72, 3-18=-4616/1, 10-13=-1529/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 0-10-14, Interior(1) 0-10-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 110.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18, 13 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 lb uplift at joint(s) 18, 13. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 Job B1705377 Truss T05EGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:24 2017 Page 1Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-I5zw5TuheLl5gM29aVtY?Ek?gAoO3Mr5yi?rZiyb6G9 Scale = 1:55.6 W1 T2 T3 W3B1 ST12ST11ST10ST9ST8 ST7ST6ST5 ST4ST3ST2 ST1 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 T1 B2W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 48 49 50 51 4x4 7x10 5x6 3x10 5x6 3x4 26-10-9 26-10-9 28-11-2 2-0-9 15-10-10 15-10-10 28-7-10 12-9-0 28-11-2 0-3-8 2-2-2 7-5-11 0-11-7 4.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-5-4], [14:0-3-0,0-0-8], [37:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=110.0) TCDL BCLL BCDL 110.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.26 0.18 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 27-28 27-28 27 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 HF/SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-7-11 except (jt=length) 47=0-5-8, 47=0-5-8. (lb) - Max Horz47=101(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 33, 32, 31, 30, 29, 28, 27 except 47=-396(LC 19), 47=-344(LC 1) Max Grav All reactions 250 lb or less at joint(s) 47, 28 except 35=456(LC 1), 36=512(LC 18), 37=475(LC 18), 38=467(LC 18), 39=467(LC 18), 40=470(LC 18), 41=470(LC 18), 42=424(LC 18), 43=372(LC 18), 44=374(LC 1), 45=402(LC 1), 46=695(LC 1), 34=510(LC 19), 33=510(LC 19), 32=502(LC 19), 31=505(LC 19), 30=503(LC 19), 29=531(LC 19), 27=1098(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-47=-93/391, 2-3=-41/278, 4-48=-28/269, 4-5=-33/269, 5-6=-30/269, 7-8=-18/269, 8-9=-23/269, 9-10=-20/269, 10-11=-16/269, 11-12=-18/269, 12-13=-24/268, 14-15=-34/273, 15-16=-27/318, 16-49=-3/321, 17-18=-9/321, 18-19=-1/321, 19-20=0/325, 20-50=0/322, 22-23=-49/415, 23-24=-57/278 WEBS 14-35=-430/0, 13-36=-484/39, 12-37=-449/53, 11-38=-441/37, 10-39=-440/33, 9-40=-443/33, 8-41=-443/34, 6-42=-397/34, 5-43=-346/33, 4-44=-347/39, 3-45=-378/59, 2-46=-285/59, 15-34=-483/34, 16-33=-483/70, 17-32=-476/47, 18-31=-476/40, 19-30=-486/40, 20-29=-469/40, 22-27=-859/153, 1-46=-445/81 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 15-10-10, Corner(3) 15-10-10 to 18-10-10 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. Continued on page 2 11/15/17 Job B1705377 Truss T05EGE Truss Type GABLE Qty 1 Ply 1 CHAMONIX - BUILDING 5 Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Fri Sep 22 09:21:24 2017 Page 2Builders FirstSource #816, Dolores Co ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-I5zw5TuheLl5gM29aVtY?Ek?gAoO3Mr5yi?rZiyb6G9 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 47=396. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11/15/17 1 Justin Pronga From: John Partch <JohnP@sgm-inc.com> Sent: Wednesday, August 30, 2017 12:20 PM To: RA Nelson Subject: RE: 17-044JPA RFI 0026 W10x49 Beam Welded Connection The fillet weld connection is acceptable. John E. Partch, PE Senior Engineer From: RA Nelson [mailto:hikuuio@hikuucloud.com] Sent: Wednesday, August 30, 2017 10:38 AM To: John Partch Subject: 17-044JPA RFI 0026 W10x49 Beam Welded Connection RFI 0026 From Kate McDonald To John Partch CC Kate McDonald, Justin Pronga, Trevor MacAllister, Rob Wilburger, Weston Bierma Project Chamonix Subject W10x49 Beam Welded Connection Subject: W10x49 Beam Welded Connection Date Required: 2017-09-06 Cost Impact: Potentially Cost Amount: Question: Please confirm that welded connection is acceptable. Attached is a diagram showing the condition at the W10x49 beam to embed plate connection. TOV inspector gave us a conditional pass for building 1 due to the variance from the plans. He needs to see your approval for this condition to clear the conditional pass. Suggestion: Answer: Note: Please ensure that you leave "17-044JPA RFI 0026" in the subject line of all emails you send related to this RFI. Replies must be above the original message. Attachments will also be accepted. 11/15/17 Scanned by CamScanner 11/15/17