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25TRUSSQUOTE # Q1608084 PAGE 1 DATE QUOTED:08/04/16 VALID UNTIL: 09/01/16 PRINTED ON: 08/12/16 P.O. Box 51065 Indian Orchard, MA 01151 A. Boilard Sons, Inc. (413)-543-4100 Attn:MITCH KANIA MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:BEAR HILL UNIT 25 UNIT 25 MARK WARNER DR NORTHAMPTON, MA BEAR HILL ESTATES Paul GriswoldQuoted By: Requested By:MITCH KANIA CONTRACTOR QUOTE QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTWPG 08/04/16 A01 9.00 0.00 36-00-00 2 X 6 2 X 8 ATTIC 11 36-00-00 31811-06-00 A01GE 9.00 0.00 36-00-00 2 X 6 2 X 8 GABLE 1 36-00-00 32911-06-00 G01 1 10.00 0.00 22-00-00 2 X 6 2 X 8 COMMON 3 Ply 22-00-00 17410-11-00 G02 1 10.00 0.00 20-00-00 2 X 6 2 X 8 COMMON 3 Ply 20-00-00 15810-01-00 S01 9.00 5.00 12-00-00 00-10-08 00-10-08 2 X 4 2 X 4 SCISSOR 6 12-00-00 5406-02-00 S01GE 9.00 0.00 12-00-00 00-10-08 00-10-08 2 X 4 2 X 4 COMMON 1 12-00-00 5806-02-00 T0110.00 0.00 22-00-00 00-10-08 00-10-08 2 X 4 2 X 4 COMMON 1 22-00-00 12010-11-00 T01GE10.00 0.00 22-00-00 00-10-08 00-10-08 2 X 4 2 X 4 COMMON 1 22-00-00 13610-11-00 T0210.00 0.00 20-00-00 00-10-08 00-10-08 2 X 4 2 X 4 COMMON 5 20-00-00 10110-01-00 T02GE10.00 0.00 20-00-00 00-10-08 00-10-08 2 X 4 2 X 4 COMMON 1 20-00-00 11810-01-00 TP01 9.00 0.00 08-04-05 2 X 4 2 X 4 PIGGYBACK 12 08-04-05 2603-08-00 V0110.00 0.00 18-03-04 2 X 4 2 X 4 VALLEY 1 18-03-04 6307-07-12 V0210.00 0.00 14-08-01 2 X 4 2 X 4 VALLEY 1 14-08-01 4806-01-12 V0310.00 0.00 11-00-14 2 X 4 2 X 4 VALLEY 1 11-00-14 3404-07-12 V0410.00 0.00 07-05-11 2 X 4 2 X 4 VALLEY 1 07-05-11 2103-01-12 V0510.00 0.00 03-10-07 2 X 4 2 X 4 VALLEY 1 03-10-07 1001-07-12 V0610.00 0.00 16-03-04 2 X 4 2 X 4 VALLEY 1 16-03-04 5506-09-12 V0710.00 0.00 12-08-01 2 X 4 2 X 4 VALLEY 1 12-08-01 4005-03-12 V0810.00 0.00 09-00-14 2 X 4 2 X 4 VALLEY 1 09-00-14 2603-09-12 V0910.00 0.00 05-05-11 2 X 4 2 X 4 VALLEY 1 05-05-11 1502-03-12 V10 9.00 0.00 07-07-10 2 X 4 2 X 4 VALLEY 1 07-07-10 2102-10-12 V11 9.00 0.00 03-07-10 2 X 4 2 X 4 VALLEY 1 03-07-10 801-04-12 FT-IN-16 QTY LENGTH NOTES ITEMS CATEGORYITEM QUOTE # Q1608084 PAGE 2 DATE QUOTED:08/04/16 VALID UNTIL: 09/01/16 PRINTED ON: 08/12/16 P.O. Box 51065 Indian Orchard, MA 01151 A. Boilard Sons, Inc. (413)-543-4100 Attn:MITCH KANIA MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:BEAR HILL UNIT 25 UNIT 25 MARK WARNER DR NORTHAMPTON, MA BEAR HILL ESTATES Paul GriswoldQuoted By: Requested By:MITCH KANIA CONTRACTOR QUOTE FT-IN-16 QTY LENGTH NOTES ITEMS CATEGORYITEM 21 HUS28 Hanger *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: SUB-TOTAL GRAND TOTAL PO #: Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. Requested Delivery Date: WIDE LOAD / ESCORT FEE PROVIDE BEAM FORCONV FRAMINGA01GET01GET01G01T02GEG02S01GEV01V02V03V04V05V06V07V08V09V10V11T02(5)S01(6)TP01(12)A01(11)4-00-003-00-0033-00-00 12-00-0052-00-004-00-00 36-00-00 12-00-0052-00-003-00-0010-00-003-00-008-00-00 22-00-0046-00-0012-00-00 14-00-00 20-00-0046-00-00Order Number:This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below thetrusses or the affects of TEC's product on the structure as a whole. The truss installer shall follow all BCSI recommendations, construction documentspecifications as well as any site specific requirements to ensure safe and properinstallation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by theconstruction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral webbracing, and truss spacing. Truss Engineering Corporation strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of anyjob specific specifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation'sINTERPRETATIONof plans and drawings as supplied to us. The building owner/owner's agent is solely responsible for verifying all dimensions, geometry, loads and loadrequirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. The building owner/owner's agent is responsible for coordinating all constructiondetails between trades. Truss Engineering Corporation isNOTresponsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any waywithout first contacting TEC and receiving engineering documents allowing such.Quote Number: Q1608084Drawn By:Paul GriswoldJob Name:Jobsite:BEAR HILL UNIT 25BEAR HILL ESTATESUNIT 25 MARK WARNER DRNORTHAMPTON MAThe following information is approximate and NOT guaranteed:Roof Sheathing Area: 2937.79 / Ridge Lines: 107.93 / Hip Lines: 0Valley Lines: 99.92 / Horizontal Overhang Lines: 92.28 / Raked Overhang Lines: 170.768/12/2016 Job Q1608084 Truss V11 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:13 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-WLThfkxaU29dCoWO0Ya?Yi8SfSwWuiiTrceHKIyrCBy Scale = 1:9.2 T1 T1 B1 (0-1-8) 156#/-31# (0-1-8) 156#/-31# 1 2 3 2x4 3x4 2x4 3-8-2 3-8-2 3-8-10 0-0-8 1-10-5 1-10-5 3-8-10 1-10-5 0-0-61-4-120-0-69.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.040.080.00 DEFL. Vert(LL)Vert(TL)Horz(TL) in n/an/a0.00 (loc) - - 3 l/defl n/an/an/a L/d 999999n/a PLATES MT20 Weight: 8 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =144/3-7-10 (min. 0-1-8)3 =144/3-7-10 (min. 0-1-8)Max Horz1 =25(LC 8)Max Uplift1 =-31(LC 9)3 =-31(LC 9) Max Grav 1 =156(LC 2) 3 =156(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11)1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 11) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V10 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:12 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-29vJSPwyjk1maexCSr2m0VbDD2b_9FZJcyuknsyrCBz Scale = 1:19.0 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1x4 0-0-8 0-0-8 7-8-10 7-8-2 3-10-5 3-10-5 7-8-10 3-10-5 0-0-62-10-120-0-69.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.28 0.100.06 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 3 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 21 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =200/7-7-10 (min. 0-1-8)3 =200/7-7-10 (min. 0-1-8)4 =295/7-7-10 (min. 0-1-8)Max Horz1 =-60(LC 9)Max Uplift1 =-62(LC 11) 3 =-64(LC 12) 4 =-20(LC 11) Max Grav 1 =218(LC 2)3 =218(LC 2)4 =316(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V09 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:12 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-29vJSPwyjk1maexCSr2m0VbGb2cn9FwJcyuknsyrCBz Scale = 1:15.7 T1 T1 B1 ST1 1 2 3 4 2x4 4x4 2x4 1x4 0-0-7 0-0-7 5-6-9 5-6-2 2-9-4 2-9-4 5-6-9 2-9-4 0-0-62-3-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.13 0.050.03 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 3 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 15 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =143/5-5-11 (min. 0-1-8)3 =143/5-5-11 (min. 0-1-8)4 =195/5-5-11 (min. 0-1-8)Max Horz1 =46(LC 10)Max Uplift1 =-47(LC 11) 3 =-47(LC 11) 4 =-9(LC 11) Max Grav 1 =156(LC 2)3 =156(LC 2)4 =209(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V08 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:11 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-ayMxF3vKyRvvzVM?u7XXTH203eE_QnwANI9BGPyrCC_ Scale = 1:24.4 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1x4 0-0-7 0-0-7 9-1-12 9-1-5 4-6-14 4-6-14 9-1-12 4-6-14 0-0-63-9-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.43 0.150.08 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 3 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 26 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =252/9-0-14 (min. 0-1-8)3 =252/9-0-14 (min. 0-1-8)4 =344/9-0-14 (min. 0-1-8)Max Horz1 =-81(LC 9)Max Uplift1 =-75(LC 11) 3 =-79(LC 12) 4 =-16(LC 11) Max Grav 1 =275(LC 2)3 =275(LC 2)4 =368(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-4=-264/70 NOTES-(12) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 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 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V07 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:10 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-6moZ1juiB7n2LLnpLQ0Iw4WtxFvThKF08ePdkzyrCC? Scale = 1:30.8 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 11 12 13 143x4 4x4 3x4 1x4 1x4 1x4 1x4 1x4 0-0-7 0-0-7 12-8-15 12-8-8 6-4-8 6-4-8 12-8-15 6-4-8 0-0-65-3-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.26 0.100.11 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 5 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 41 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-1.(lb) - Max Horz1=-116(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 1, 5 except 8=-210(LC 11), 6=-210(LC 12)Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=327(LC 3), 8=438(LC 2), 6=438(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-370/243, 4-6=-370/243 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 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 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=210, 6=210.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V06 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:10 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-6moZ1juiB7n2LLnpLQ0Iw4WtuFumhIw08ePdkzyrCC? Scale = 1:39.0 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 163x4 4x6 3x4 1x4 1x4 1x4 1x4 1x4 0-0-7 0-0-7 16-4-3 16-3-11 8-2-1 8-2-1 16-4-3 8-2-1 0-0-66-9-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.27 0.150.19 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 5 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 55 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-3-4.(lb) - Max Horz1=-151(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 1 except 8=-219(LC 11), 6=-219(LC 12)Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=381(LC 3), 8=504(LC 2), 6=504(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-396/244, 4-6=-396/244 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-2-1, Exterior(2) 5-2-1 to 8-2-1, Interior(1) 11-2-1 to 12-11-5 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=219, 6=219.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V05 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:09 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-eaEBqNt3QpfBjBCdniV3OszmWraVyuNtw_g4BXyrCC0 Scale = 1:10.4 T1 T1 B1 ST1 (0-1-8) 103#/-31# (0-1-8) 103#/-31# (0-1-8) 139#/-6# 1 2 3 4 2x4 4x4 2x4 1x4 0-0-7 0-0-7 3-11-6 3-10-15 1-11-11 1-11-11 3-11-6 1-11-11 0-0-61-7-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.05 0.020.02 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 3 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 10 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =95/3-10-7 (min. 0-1-8)3 =95/3-10-7 (min. 0-1-8)4 =129/3-10-7 (min. 0-1-8)Max Horz1 =-30(LC 7)Max Uplift1 =-31(LC 9) 3 =-31(LC 9) 4 =-6(LC 9) Max Grav 1 =103(LC 2)3 =103(LC 2)4 =139(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.9) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 11) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V04 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:08 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-9Ngoc1tRfWXK61dQD?_qrfQXJRD4DRckhKwXf4yrCC1 Scale = 1:20.7 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1x4 7-6-2 7-6-2 7-6-9 0-0-7 3-9-5 3-9-5 7-6-9 3-9-4 0-0-63-1-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.27 0.100.06 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 3 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 21 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1 =204/7-5-11 (min. 0-1-8)3 =204/7-5-11 (min. 0-1-8)4 =278/7-5-11 (min. 0-1-8)Max Horz1 =-65(LC 9)Max Uplift1 =-64(LC 11) 3 =-66(LC 12) 4 =-14(LC 11) Max Grav 1 =222(LC 2)3 =222(LC 2)4 =298(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V03 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:08 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-9Ngoc1tRfWXK61dQD?_qrfQXTRD?DQ8khKwXf4yrCC1 Scale = 1:26.8 T1 T1 B1 ST2 ST1 ST11 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1x4 1x4 1x4 1x4 1x4 0-0-7 0-0-7 11-1-12 11-1-5 5-6-14 5-6-14 11-1-12 5-6-14 0-0-64-7-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.26 0.100.09 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 5 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 34 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-14.(lb) - Max Horz1=-100(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 1, 5 except 8=-223(LC 11), 6=-223(LC 12)Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=288(LC 2), 8=456(LC 2), 6=456(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-389/257, 4-6=-389/257 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 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 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=223, 6=223.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V02 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:07 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-hB6QPhspuCPTUt2EfITbJRuMU1sJUy?aSgBz7eyrCC2 Scale = 1:35.3 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 163x4 4x4 3x4 1x4 1x4 1x4 1x4 1x4 0-0-7 0-0-7 14-8-15 14-8-8 7-4-8 7-4-8 14-8-15 7-4-8 0-0-66-1-120-0-610.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.28 0.130.14 DEFL. Vert(LL) Vert(TL)Horz(TL) in n/a n/a0.00 (loc) - - 5 l/defl n/a n/an/a L/d 999 999n/a PLATES MT20 Weight: 49 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-1.(lb) - Max Horz1= 135(LC 10)Max UpliftAll uplift 100 lb or less at joint(s) 1 except 8=-218(LC 11), 6=-218(LC 12)Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 3), 8=476(LC 2), 6=476(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-399/257, 4-6=-399/257 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-8, Interior(1) 3-4-8 to 4-4-8, Exterior(2) 4-4-8 to 7-4-8, Interior(1) 10-4-8 to 11-4-2 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=218, 6=218.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss V01 Truss Type Valley Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:07 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-hB6QPhspuCPTUt2EfITbJRuLQ1r2UxgaSgBz7eyrCC2 Scale = 1:43.5 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 1x4 1x4 1.5x4 1x4 1.5x4 18-3-11 18-3-11 18-4-3 0-0-7 9-2-1 9-2-1 18-4-3 9-2-1 0-0-67-7-120-0-610.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-8], [5:0-0-9,0-1-8] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.350.210.23 DEFL. Vert(LL)Vert(TL)Horz(TL) in n/an/a0.00 (loc) - - 5 l/defl n/an/an/a L/d 999999n/a PLATES MT20 Weight: 63 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-3-4.(lb) - Max Horz1=-170(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 1 except 8=-246(LC 11), 6=-246(LC 12)Max Grav All reactions 250 lb or less at joint(s) except 1=251(LC 2), 5=251(LC 2), 7=356(LC 3), 8=587(LC 2), 6=587(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-450/268, 4-6=-450/268 NOTES-(12) 1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 6-2-1, Exterior(2) 6-2-1 to 9-2-1, Interior(1) 12-2-1 to 14-11-5 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=246, 6=246.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss TP01 Truss Type Piggyback Qty 12 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:00 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-OrBnxImQY2XT8o0ulKryXz57?DUPLqaYr4_5NYyrCC9 Scale = 1:22.7 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 9 10 4x4 2x4 2x4 1x4 9-9-5 9-9-5 4-10-11 4-10-11 9-9-5 4-10-11 0-4-123-8-00-1-100-4-120-1-109.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.42 0.150.06 DEFL. Vert(LL) Vert(TL)Horz(TL) in 0.02 0.010.00 (loc) 5 54 l/defl n/r n/rn/a L/d 120 90n/a PLATES MT20 Weight: 27 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2 =280/8-4-5 (min. 0-1-9)4 =280/8-4-5 (min. 0-1-9)6 =364/8-4-5 (min. 0-1-9)Max Horz2 =-75(LC 9)Max Uplift2 =-91(LC 11) 4 =-96(LC 12) 6 =-22(LC 11) Max Grav 2 =306(LC 2)4 =306(LC 2)6 =391(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS3-6=-287/75 NOTES-(14) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) Gable requires continuous bottom chord bearing. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.10) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 91 lb uplift at joint 2, 96 lb uplift at joint 4 and 22 lb uplift at joint 6. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to basetruss as applicable, or consult qualified building designer.14) All Plates 20 Gauge Unless Noted Job Q1608084 Truss T02GE Truss Type Common Supported Gable Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:06 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-D?Y2BLrB7uHcsjT26ayMmELD1dYAlTaRE0RQbCyrCC3 Scale = 1:57.2 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST112 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 2.5x4 3x4 4x4 3x4 2.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 20-0-0 20-0-0 -0-10-8 0-10-8 10-0-0 10-0-0 20-0-0 10-0-0 20-10-8 0-10-8 1-9-010-1-01-9-010.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.13 0.130.28 DEFL. Vert(LL) Vert(TL)Horz(TL) in -0.00 -0.000.00 (loc) 12 1314 l/defl n/r n/rn/a L/d 120 90n/a PLATES MT20 Weight: 118 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2OTHERS2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS1 Row at midpt 7-19 REACTIONS.All bearings 20-0-0.(lb) - Max Horz24=-194(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-174(LC 9), 14=-162(LC 10), 23=-212(LC 10), 15=-204(LC 9) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except 19=373(LC 12), 20=294(LC 5), 18=294(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD5-6=-55/301, 6-7=-85/373, 7-8=-85/373, 8-9=-55/301 TOP CHORD5-6=-55/301, 6-7=-85/373, 7-8=-85/373, 8-9=-55/301WEBS 7-19=-399/0 NOTES-(16) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) All plates are 1x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 12) * 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=174, 14=162,23=212, 15=204.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 16) All Plates 20 Gauge Unless Noted Job Q1608084 Truss T02 Truss Type Common Qty 5 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:05 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-lo_g_?qZMb9lFaurYtQ7E0o_eE1U0?hH?Mis2lyrCC4 Scale = 1:56.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 0-5-8(0-1-14) 1176#/-193# 0-5-8(0-1-14) 1176#/-193# 1 2 3 4 5 67 10 9 8 11 12 13 14 15 16 17 18 19 20 4x4 3x8 3x6 3x6 3x6 3x6 3x6 3x6 10-0-0 10-0-0 20-0-0 10-0-0 -0-10-8 0-10-8 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 20-10-8 0-10-8 1-9-010-1-01-9-010.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-8], [5:0-2-12,0-1-8], [8:0-2-12,0-1-8], [10:0-2-12,0-1-8] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.430.790.32 DEFL. Vert(LL)Vert(TL)Horz(TL) in -0.19-0.470.03 (loc) 8-98-98 l/defl >999>502n/a L/d 240180n/a PLATES MT20 Weight: 102 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF Stud *Except* W4,W1: 2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS1 Row at midpt 3-10, 5-8 REACTIONS.(lb/size)10 =1084/0-5-8 (min. 0-1-14)8 =1084/0-5-8 (min. 0-1-14)Max Horz 10 =-194(LC 9) Max Uplift 10 =-193(LC 11) 8 =-193(LC 12)Max Grav10 =1176(LC 2)8 =1176(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-296/179, 3-4=-902/255, 4-5=-902/255, 5-6=-296/179, 2-10=-406/215, 6-8=-406/215 BOT CHORD 9-10=-152/719, 8-9=-65/719 WEBS4-9=-180/580, 3-10=-906/86, 5-8=-906/86 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,Interior(1) 2-1-8 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 13-0-0 to 17-10-8 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads. 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 10=193, 8=193.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss T01GE Truss Type Common Supported Gable Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:04 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-HcQInfqxcH1udQKf_9vuhpGtMqrUHb68miyJWJyrCC5 Scale = 1:61.9 W1 T1 T1 W1 B1 ST6 ST5 ST4 ST3 ST2ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 2.5x4 3x4 4x4 3x4 2.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 22-0-0 22-0-0 -0-10-8 0-10-8 11-0-0 11-0-0 22-0-0 11-0-0 22-10-8 0-10-8 1-9-010-11-01-9-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [14:0-2-0,0-1-4], [16:0-1-12,0-0-0], [28:0-1-12,0-1-0] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.140.140.22 DEFL. Vert(LL)Vert(TL)Horz(TL) in -0.00-0.000.00 (loc) 141516 l/defl n/rn/rn/a L/d 12090n/a PLATES MT20 Weight: 137 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 OTHERS 2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.WEBS1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 22-0-0.(lb) - Max Horz28= 213(LC 10)Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-278(LC 9), 16=-249(LC 10), 27=-332(LC 10), 17=-310(LC 9) Max GravAll reactions 250 lb or less at joint(s) 24, 25, 26, 27, 20, 19, 18, 17 except 28=346(LC 10), 16=317(LC 9), 22=391(LC 12), 23=302(LC 5), 21=302(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 6-7=-57/324, 7-8=-85/394, 8-9=-85/394, 9-10=-57/324 WEBS 8-22=-423/0, 7-23=-255/93, 9-21=-255/93 NOTES-(16)1) This truss has been checked for uniform roof live load only, except as noted.2) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads.7) All plates are 1x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=278,16=249, 27=332, 17=310.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) All Plates 20 Gauge Unless Noted Job Q1608084 Truss T01 Truss Type Common Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:03 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-pQtvZKpJrzv2?GlTQSOf8bjcZQPNY4s?X2Dm_tyrCC6 Scale = 1:61.4 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W2 0-5-8(0-2-0) 1286#/-207# 0-5-8(0-2-0) 1286#/-207# 1 2 3 4 5 67 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 4x6 3x4 3x6 3x4 3x6 3x6 3x6 3x6 3x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -0-10-8 0-10-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 22-10-8 0-10-8 1-9-010-11-01-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-8,0-1-8], [4:0-3-0,0-1-12], [5:0-2-8,0-1-8], [6:0-3-0,0-1-4] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.530.520.47 DEFL. Vert(LL)Vert(TL)Horz(TL) in -0.09-0.180.03 (loc) 9-108-98 l/defl >999>999n/a L/d 240180n/a PLATES MT20 Weight: 120 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF Stud *Except* W1: 2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS1 Row at midpt 3-11, 5-8 REACTIONS.(lb/size)11 =1186/0-5-8 (min. 0-2-0)8 =1186/0-5-8 (min. 0-2-0)Max Horz 11 =213(LC 10) Max Uplift 11 =-207(LC 11) 8 =-207(LC 12)Max Grav11 =1286(LC 2)8 =1286(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-322/226, 3-4=-1150/364, 4-5=-1150/364, 5-6=-322/226, 2-11=-437/253, 6-8=-437/253 BOT CHORD 10-11=-158/831, 9-10=-32/616, 8-9=-61/831 WEBS4-9=-184/498, 5-9=-297/262, 4-10=-184/498, 3-10=-297/261, 3-11=-1048/50, 5-8=-1048/50 NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,Interior(1) 2-1-8 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 14-0-0 to 19-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 11=207, 8=207.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) All Plates 20 Gauge Unless Noted Job Q1608084 Truss S01GE Truss Type Common Supported Gable Qty 1 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:02 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-LDJXM_og4gnBO6AHtktQcOBYd0BDpjKrJOTCSRyrCC7 Scale = 1:35.5 W1 T1 T1 W1 B1 ST3 ST2 ST1 ST2 ST11 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 1.5x4 2x4 4x4 2x4 1.5x4 12-0-0 12-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 12-0-0 6-0-0 12-10-8 0-10-8 1-8-06-2-01-8-09.00 12 LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLLBCDL 35.030.8/40.010.00.0 *10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15YESIRC2009/TPI2007 CSI. TC BCWB(Matrix) 0.09 0.060.11 DEFL. Vert(LL) Vert(TL)Horz(TL) in -0.00 -0.000.00 (loc) 8 910 l/defl n/r n/rn/a L/d 120 90n/a PLATES MT20 Weight: 58 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2OTHERS2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0.(lb) - Max Horz16=-105(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-130(LC 10), 11=-127(LC 9)Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(16)1) This truss has been checked for uniform roof live load only, except as noted. 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 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads. 7) All plates are 1x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=130, 11=127. 14) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) All Plates 20 Gauge Unless Noted Job Q1608084 Truss S01 Truss Type Scissor Qty 6 Ply 1 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Aug 04 15:31:01 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-s1l98en2JMfKmyb4J1MB3Ae9mcm84EBi4kkfv_yrCC8 Scale = 1:35.7 T1 T1 B1 B1 W3 W1 W2 W1 W2 0-5-8(0-1-8)736#/-134#0-5-8(0-1-8)736#/-134# 1 2 3 4 5 8 7 6 9 10 11 12 13 14 4x4 1.5x4 1.5x4 3x4 5x8 3x4 6-0-0 6-0-0 12-0-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 12-0-0 6-0-0 12-10-8 0-10-8 1-8-06-2-01-8-02-3-119.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-1-8] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 1.000.370.23 DEFL. Vert(LL)Vert(TL)Horz(TL) in -0.08-0.200.03 (loc) 7-87-86 l/defl >999>693n/a L/d 240180n/a PLATES MT20 Weight: 55 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF Stud *Except* W1: 2x4 SPF No.2BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8 =678/0-5-8 (min. 0-1-8)6 =678/0-5-8 (min. 0-1-8)Max Horz8 =105(LC 10)Max Uplift 8 =-134(LC 11) 6 =-134(LC 12) Max Grav 8 =736(LC 2)6 =736(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-784/93, 3-4=-784/117, 2-8=-677/189, 4-6=-677/189 TOP CHORD2-3=-784/93, 3-4=-784/117, 2-8=-677/189, 4-6=-677/189 WEBS 3-7=0/320, 2-7=0/528, 4-7=-26/528 NOTES-(13) 1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,Interior(1) 2-1-8 to 3-0-0, Exterior(2) 3-0-0 to 6-0-0, Interior(1) 9-0-0 to 9-10-8 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); 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 12.0 psf or 1.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany 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 1-0-0 wide will fit between the bottom chord andany other members.9) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle tograin formula. Building designer should verify capacity of bearing surface.10) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 134 lb uplift at joint 8 and 134 lb uplift at joint 6.11) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) All Plates 20 Gauge Unless Noted Job Q1608084 Truss G2 Truss Type Common Girder Qty 1 Ply 3 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Sat Aug 06 10:30:03 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-SVRItoF0KwuN0mUFg9lSMeaXV3?zO2WMyX6w4vyqcQI Scale = 1:45.3 T1 T1 B1 W5 W4 W3W4W3 W1 W2 W1W2B2 0-5-8(0-6-15) 13255#/-664# 0-5-8(0-8-5) 15884#/-765# 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 20 21 22 23 24 7x8 4x9 6x9 12x12 3x6 8x12 3x6 8x12 6x9 4x9 6x9 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 1-9-010-1-01-9-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [2:0-1-8,0-1-8], [3:0-2-12,0-3-8], [4:0-1-8,0-1-8], [5:Edge,0-2-4], [7:0-5-12,0-6-4], [8:0-6-0,0-6-4], [9:0-5-12,0-6-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg)TCDLBCLLBCDL 35.0 30.8/40.010.00.0 *10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.151.15 NO IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.740.35 0.78 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.11-0.19 0.02 (loc)7-87-8 6 l/defl>999>999 n/a L/d240180 n/a PLATESMT20 Weight: 476 lb FT = 10% GRIP197/144 LUMBER- TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF Stud *Except* W5: 2x4 SPF 1650F 1.5E, W1,W2: 2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11 =12682/0-5-8 (req. 0-6-15)6 =15162/0-5-8 (req. 0-8-5)Max Horz11 =-191(LC 8)Max Uplift11 =-664(LC 10)6 =-765(LC 11)Max Grav11 =13255(LC 4) 6 =15884(LC 4) FORCES.(lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-13372/682, 2-3=-10132/621, 3-4=-10132/621,4-5=-13365/682, 1-11=-11084/593, 5-6=-11080/593BOT CHORD9-11=-241/868, 8-9=-532/10130, 7-8=-450/10125, 6-7=-69/860WEBS 3-8=-681/12390, 4-8=-3546/315, 4-7=-144/4539, 2-8=-3553/316, 2-9=-144/4549, 1-9=-403/9555, 5-7=-404/9559 WEBS3-8=-681/12390, 4-8=-3546/315, 4-7=-144/4539, 2-8=-3553/316, 2-9=-144/4549, 1-9=-403/9555, 5-7=-404/9559 NOTES-(17)1) 3-ply truss to be connected together with 10d (0.120"x3") nailsas follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except ifnoted as front (F) or back (B) face in the LOAD CASE(S) section.Ply to ply connections have been provided to distribute only loadsnoted as (F) or (B), unless otherwise indicated.3) This truss has been checked for uniform roof live load only,except as noted.4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=40.0 psf (ground snow); Pf=30.8psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); CategoryII; Exp B; Partially Exp.; Ct=1.16) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent liveloads.8) This truss has been designed for a 10.0 psf bottom chord liveload 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 11, 6 greaterthan input bearing size.11) Bearing at joint(s) 11, 6 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 664 lb uplift at joint 11 and 765 lbuplift at joint 6.13) This truss is designed in accordance with the 2009International Residential Code sections R502.11.1 and R802.10.2and referenced standard ANSI/TPI 1.14) "Semi-rigid pitchbreaks with fixed heels" Member end fixitymodel was used in the analysis and design of this truss. 15) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss,Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 19-10-4 to connect truss(es) A01 (1 ply 2x8 SP) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) All Plates 20 Gauge Unless Noted Job Q1608084 Truss G1 Truss Type Common Girder Qty 1 Ply 3 BEAR HILL UNIT 25 MARK WARNER DR NHAMPTON Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Sat Aug 06 10:30:21 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-wyX5fyTI5S9qAXsjkx4g5QKZTJ6ZcAr04LTtjsyqcQ0 Scale = 1:49.2 T1 T1 B1 W5 W4 W3W4W3 W1 W2 W1W2B2 0-5-8(0-7-9) 14447#/-735# 0-5-8(0-8-14) 16924#/-833# 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 20 21 22 23 24 25 7x8 4x9 6x10 M18SHS 12x12 4x4 10x12 4x4 10x12 7x8 4x9 7x8 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-9-010-11-01-9-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [2:0-0-8,0-1-8], [3:Edge,0-3-4], [4:0-0-8,0-1-8], [5:Edge,0-3-4], [7:0-3-8,0-6-4], [8:0-6-0,0-6-4], [10:0-3-8,0-6-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg)TCDLBCLLBCDL 35.0 30.8/40.010.00.0 *10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.151.15 NO IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.900.45 0.85 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.13-0.24 0.03 (loc)7-87-8 6 l/defl>999>999 n/a L/d240180 n/a PLATESMT20M18SHS Weight: 522 lb FT = 10% GRIP197/144244/190 LUMBER- TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF Stud *Except* W5: 2x4 SPF 1650F 1.5E, W1,W2: 2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11 =14120/0-5-8 (req. 0-7-9)6 =16511/0-5-8 (req. 0-8-14)Max Horz11 =210(LC 18)Max Uplift11 =-735(LC 10)6 =-833(LC 11)Max Grav11 =14447(LC 4) 6 =16924(LC 4) FORCES.(lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-14761/764, 2-3=-11013/683, 3-4=-11014/683,4-5=-14749/764, 1-11=-11968/652, 5-6=-11966/652BOT CHORD10-11=-273/1050, 8-10=-597/11193, 7-8=-505/11184, 6-7=-84/1014WEBS 3-8=-750/13484, 4-8=-4095/354, 4-7=-170/5191, 2-8=-4108/354, 2-10=-170/5209, 1-10=-444/10409, 5-7=-446/10437 WEBS3-8=-750/13484, 4-8=-4095/354, 4-7=-170/5191, 2-8=-4108/354, 2-10=-170/5209, 1-10=-444/10409, 5-7=-446/10437 NOTES-(18)1) 3-ply truss to be connected together with 10d (0.120"x3") nailsas follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except ifnoted as front (F) or back (B) face in the LOAD CASE(S) section.Ply to ply connections have been provided to distribute only loadsnoted as (F) or (B), unless otherwise indicated.3) This truss has been checked for uniform roof live load only,except as noted.4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=40.0 psf (ground snow); Pf=30.8psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); CategoryII; Exp B; Partially Exp.; Ct=1.16) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent liveloads.8) All plates are MT20 plates unless otherwise indicated. 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 onthe bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) WARNING: Required bearing size at joint(s) 11, 6 greater than input bearing size. 12) Bearing at joint(s) 11, 6 considers parallel to grain value usingANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.13) Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 735 lb uplift at joint 11 and 833 lbuplift at joint 6.14) This truss is designed in accordance with the 2009International Residential Code sections R502.11.1 and R802.10.2and referenced standard ANSI/TPI 1. 15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 21-10-4 to connect truss(es) A01 (1ply 2x8 SP) to back face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber.18) All Plates 20 Gauge Unless Noted Job Q1608084 Truss A1 Truss Type ATTIC Qty 11 Ply 1 HUNTER'S BUILD LOT 22 NEWBURY Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Fri Aug 12 09:03:33 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-T10ZdcLugeZjds26lusPjlBT37knMq1OPu2ksUyof7O Scale = 1:69.3 T2 T4 T2 B1 W3 W4 W5 W4 W8 W9 W1 W2 W1 W10B2 W6 W6W7W7 T3 T3 T1 T1 B1 W6 2764#/-59#2697#/-59# 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 21 20 22 23 24 25 26 27 28 29 30 31 4x9 5x8 5x8 4x9 8x12 M18SHS 5x9 5x9 5x9 5x9 5x6 4x9 6x6 6x6 4x9 10x12 M18SHS 5x9 5x9 5x9 4x4 5x16 3x8 M18SHS 6x10 M18SHS 3x8 M18SHS 5x6 1.5x4 1.5x4 5x8 2x4 16-0-08-2-00-11-145-0-14 5-0-14 9-9-4 4-8-6 13-1-5 3-4-1 22-10-11 9-9-5 26-2-12 3-4-1 30-11-2 4-8-6 36-0-0 5-0-14 5-0-14 5-0-14 9-9-4 4-8-6 10-11-5 1-2-1 13-1-5 2-2-0 18-0-0 4-10-11 22-10-11 4-10-11 25-0-11 2-2-0 26-2-12 1-2-1 30-11-2 4-8-6 36-0-0 5-0-14 1-8-011-6-01-8-00-11-1411-6-09.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-2-8], [5:0-2-12,0-2-4], [6:0-5-4,0-2-12], [8:0-5-4,0-2-12], [9:0-2-12,0-2-4], [11:0-1-12,0-2-0], [13:0-3-4,0-1-12], [15:0-3-8,0-2-8], [16:0-4-8,0-5-0], [17:0-4-8,0-3-12] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.730.760.97 DEFL. Vert(LL)Vert(TL)Horz(TL)Attic in -0.38-0.570.05-0.29 (loc) 16-1716-171416-17 l/defl >999>756n/a671 L/d 240180n/a360 PLATES MT20M18SHS Weight: 314 lb FT = 10% GRIP 197/144197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0E *Except* B2: 1-1/2x4-5/8 SPF No.2 WEBS 2x4 SPF Stud *Except* W4: 2x6 SPF No.2, W5,W1: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and2-0-0 oc purlins (4-10-0 max.): 6-8.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-4-3 oc bracing: 16-17.WEBS1 Row at midpt 19-21, 20-212 Rows at 1/3 pts 3-18JOINTS 1 Brace at Jt(s): 19, 20, 21 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS.(lb/size)18 =2061/Mechanical14 =2061/MechanicalMax Horz18 =227(LC 10) Max Horz18 =227(LC 10) Max Uplift 18 =-59(LC 11) 14 =-59(LC 12) Max Grav 18 =2764(LC 30)14 =2697(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-3=-575/112, 3-4=-3442/164, 4-5=-2446/278, 5-6=-1357/351, 6-7=-2000/481, 7-8=-2000/481, 8-9=-1363/356, 9-10=-2444/277, 10-11=-3448/168, 11-13=-3139/156, 1-18=-508/120, 13-14=-2532/154 BOT CHORD 17-18=-153/2632, 16-17=0/2585, 15-16=-52/2438 WEBS 3-17=-251/239, 4-17=0/1165, 5-19=-2424/40, 19-21=-2416/41, 20-21=-2406/37, 9-20=-2414/35, 10-16=0/1171, 11-16=-399/613, 11-15=-980/140, 3-18=-3272/65, 13-15=-22/2256, 8-21=-312/1031, 6-21=-314/1043, 7-21=-746/198 NOTES-(18) 1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-8-15,Interior(1) 3-8-15 to 8-0-4, Exterior(2) 8-0-4 to 27-11-12, Interior(1) 27-11-12 to 32-3-1zone; cantilever left and right exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-0 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Provide adequate drainage to prevent water ponding.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 withany other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.10) Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-19, 19-21, 20-21, 9-20; Walldead load (10.0psf) on member(s).4-17, 10-16 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-17Continued on page 2 Job Q1608084 Truss A1 Truss Type ATTIC Qty 11 Ply 1 HUNTER'S BUILD LOT 22 NEWBURY Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Fri Aug 12 09:03:33 2016 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-T10ZdcLugeZjds26lusPjlBT37knMq1OPu2ksUyof7O NOTES-(18) 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 18 and 59 lb uplift at joint 14.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 16) Graphical purlin representation does not depict the size or the orientation of the purlinalong the top and/or bottom chord.17) Attic room checked for L/360 deflection.18) All Plates 20 Gauge Unless Noted Job Q1608084 Truss A01GE Truss Type GABLE Qty 1 Ply 1 HUNTER'S BUILD LOT 22 NEWBURY Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Fri Aug 12 09:06:34 2016 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-grS?cVXQ2FM1rgOvsOcsYwBYh4hfGsi11YPpjUyof4Z Scale = 1:73.0 T2 T3 T2 B1W1 W1 T1 T1 B1B2 ST7ST7ST7ST6 ST5ST4ST3ST2ST1 ST7 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 43 44 45 46 47 48 4x9 4x9 4x9 4x9 3x4 3x4 3x4 3x4 3x6 3x6 3x6 3x6 8x9 3x6 3x6 3x6 3x6 3x6 3x6 3x6 8x9 3x6 3x6 3x6 3x6 36-0-0 36-0-0 13-1-5 13-1-5 22-10-11 9-9-5 36-0-0 13-1-5 1-8-011-6-01-8-00-11-1411-6-09.00 12 Plate Offsets (X,Y)-- [3:0-3-2,Edge], [9:0-7-0,0-0-0], [15:0-7-0,0-0-0], [21:0-3-2,Edge], [24:0-2-4,0-1-8], [29:0-4-8,0-6-0], [37:0-4-8,0-6-0], [42:0-2-4,0-1-8] LOADING (psf)TCLL (roof)Snow (Pf/Pg)TCDLBCLL BCDL 35.030.8/40.010.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.130.020.28 DEFL. Vert(LL)Vert(TL)Horz(TL) in n/an/a0.00 (loc) - - 24 l/defl n/an/an/a L/d 999999n/a PLATES MT20 Weight: 330 lb FT = 10% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0E *Except* B2: 1-1/2x4-5/8 SPF No.2 WEBS 2x4 SPF Stud *Except* W3,W7: 2x6 SPF No.2, W1: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* ST7,ST6,ST5: 2x4 SPF No.2 BRACING- TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 9-15.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS1 Row at midpt12-33, 11-34, 10-35, 8-36, 7-37, 13-32, 14-31, 16-30, 17-29 REACTIONS.All bearings 36-0-0. (lb) - Max Horz 42= 227(LC 10)Max UpliftAll uplift 100 lb or less at joint(s) 33, 34, 36, 37, 38, 39, 40, 32, 29, 28, 27, 26 except 42=-136(LC 9), 24=-116(LC 10), 41=-205(LC 10), 25=-193(LC 9) REACTIONS.Max UpliftAll uplift 100 lb or less at joint(s) 33, 34, 36, 37, 38, 39, 40, 32, 29, 28, 27, 26 except 42=-136(LC 9), 24=-116(LC 10), 41=-205(LC 10), 25=-193(LC 9) Max Grav All reactions 250 lb or less at joint(s) 42, 24 except 33=335(LC 23), 34=338(LC 23), 35=291(LC 29), 36=299(LC 30), 37=344(LC 24), 38=327(LC 24), 39=333(LC 30), 40=336(LC 24), 41=303(LC 24), 32=338(LC 23), 31=291(LC 29), 30=299(LC 30), 29=344(LC 24), 28=327(LC 24), 27=333(LC 30), 26=336(LC 24), 25=303(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD7-8=-119/316, 8-9=-99/313, 9-10=-21/303, 10-11=-21/303, 11-12=-21/303, 12-13=-21/303, 13-14=-21/303, 14-15=-21/303, 15-16=-99/313, 16-17=-119/316 WEBS 12-33=-295/85, 11-34=-298/83, 8-36=-253/23, 7-37=-304/122, 6-38=-287/96, 5-39=-292/106, 4-40=-295/105, 2-41=-269/143, 13-32=-298/83, 16-30=-253/18, 17-29=-304/122, 18-28=-287/96, 19-27=-292/106, 20-26=-295/105, 22-25=-269/142 NOTES-(18) 1) This truss has been checked for uniform roof live load only, except as noted.2) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-04) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. Continued on page 2 Job Q1608084 Truss A01GE Truss Type GABLE Qty 1 Ply 1 HUNTER'S BUILD LOT 22 NEWBURY Job Reference (optional)7.640 s Oct 7 2015 MiTek Industries, Inc. Fri Aug 12 09:06:35 2016 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-820NqqY3pYVuTqz5P67557kjRU1u?JyAFC8NFwyof4Y NOTES-(18) 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 36, 37, 38, 39, 40, 32, 29, 28, 27, 26 except (jt=lb) 42=136, 24=116, 41=205, 25=193.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 16) Graphical purlin representation does not depict the size or the orientation of the purlinalong the top and/or bottom chord.17) Attic room checked for L/360 deflection.18) All Plates 20 Gauge Unless Noted