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13,upZ0t0\- 4o035 • • RECEIVE \4tp50 SW ,'P ST. • JAN 3 0 2020 Final Shop Drawings •• ?4tIBUILT CITY OF-WARD• ����f;�s �, Enprieereo Wood PI otluCts 1VISION • • Twality Middle School Addition (Roof, Section A&B) • Project#111953 14650 SW 97th Ave., Tigard OR 97224 • • Reference Documents: 12/10/2019 • Drawing Section By Date Revision Type Sheets • Architectural Dull Olson Weekes-IBI Group Architects 11/26/2019 ASI-031 Conformed Full set Structural Froelich Engineers 11/26/2019 ASI-031 Conformed Full set • Mechanical PAE Engineers 4/26/2019 Conformed Full set • • IF YOU HAVE QUESTIONS... • 12/18/2019 Your primary contact is your• ���0 PRQFFs Project Manager: �.S��� g OINF,c. wo • Masood Khalil 60801 PE r • (503)640-7154 • mkhalil@redbuilt.com LL Digitally signed by Christine Richey • nREGE1L, • , ate:2019.12.1815:38:49-08'00' ClP <l'11 • �94STiNE AFC's • • Your secondary contact is your EXPIRES: 12/31/20 Technical Representative: • Dave Schubert • (503) 819-4424 Material List&Calculations pp. 1-31, Drawings pp. 1-11 • dschubert@redbuilt.corn Our responsibility is limited to the design of RedBuilt products in accordance with the above • referenced documents based on design loads specified by the engineer of record. • • • IMPORTANT(Please Read) •Installation of the materials is the sole responsibility of the installer. • •Refer to Installation Information sheets for more detailed instruction. • •All materials shall be furnished by others unless included on the material list provided herein. • • • • APPROVED FOR PRODUCTION • • • • RedBuilt LLC•(866)859-6757 • • 1 • • •• TKG_ I' (/BUI LT Material List • • RB Number.111953 operator Sergey Puzhlyakov Project Name Twality Middle School 2018 Addition Office Hillsboro • Location Greshem,OR • Delivery(various) Comment Roof,Section"A" • Plant(various) Status (various) Report Type Check • Red-ITM Products Joists • ' QuaMlty Type Series Depth Length Profile Bevel Cut WS Att. Knockoule Camber P.E.T. Footage Notes Notes • 7 C 18 F5 Red-145 14 16'-0.00" None No 288.0 7 C 13 F6 Red-145 14 13'-6.00" None No 175.5 _ • 7 C 2 F7 Red-145 14 33'-6.00" None No 67.0_ 7 C 53 F8 Red-145 14 18'-6.00" None No 980.5• 7 C 46 F9 Red-145 14 11'-0.00" None No 506.0 • 7 C 3 F10 Red-145 14 17'-0.00" None No 51.0 7 C 12 F11 Red-145 14 14'-6.00" None No 174.0 • 7 C 169 H1 Red-190H 18 34'-6.00" None No 5830.5 • 7 C 7 J1 Red-190 18 40'-0.00" None No 280.0 7 C 51 K1 Red-165 18 28'-6.00" None No _ 1453.5 • 7 C 129 L1 Red-190H 20 41'-0.00" None Yes No 5289.0 7 C 7 BLKN Red-165 18 20'-0.00" None No 140.0• 7 C 2 3LKN1 Red-165 20 25'-0.00" None No 50.0 • 147 : : : Red-145 14 Total 2242.0 169 Red-190H 18 Total 5830.5 • 58 - - ' Red-165 18 Total 1593.5 • 2 • " Red-165 20 Total 50.0 129 Red-190H 20 Total 5289.0 • 7 - - ' Red-190 18 Total 280.0 • Red-ITM Products Web Stiffeners • Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes Notes 7 C 8 Red-145 14 Loose End Standard not Beveled 0.0 8.250 3.500 _ 0.000 • 7 C 134 Red-145 14 Loose End Standard Not Beveled 0.0 8.250 5.875 0.000 • 7 C 200 Red-165 18 Loose End Standard Not Beveled 0.0 12.250 3.500 0.000 7 C 454 Red-145 14 Loose End Standard Not Beveled 0.0 10.250 _ 3.500 0.000 • 7 C 516 Red-190H 20 Loose End Standard Not Beveled 0.0 14.250 3.500 0.000 7 C 754 Red-190H 18 Loose End Standard Not Beveled 0.0 12.250 3.500 0.000 • Connectors • Quantity Type Model Top Face Member Slope Skew FIg.Slope Flg.Angle FIg.Offset NeON Finish Notes Notes • 7 C 350 2 MIU3.56/11 20-N10 6-N10 - 7 C 145 3b ITS1.81/14 4-N10 4-N10 4-N10 • 7 C 2 10 MIU1.81/11 20-10d 6-N10 • 7 C 200 12 M1U3.56116 24-N10 6-N10 7 C 4 12a MIU3.56116 24-10d 6-N10 • 7 C 4 14 HU416X 26-16d 12-10d SKR45 - - • 7 C 12 15 HU416X 26-16d 12-10d SKL45 - 7 C 4 16 HU11X 30-16d 10-N10 _ SKL45 • 7 C 70 17 MIU1.81/14 22-N10 6-N10 - 7 C 8 21 HU414 24-16d 12-10d 5 7 12 26 BA3.56/18 6-16d 10-16d 8-N10 - • 7 C 30 27 HU414-2 20-N10 8-10d • Tension Bridging Quantity Type Model Notes Notes • 7 C 30 TB27 • TeamSuilder 3.19 111953 Twality Middle School 2018 Addition 1 of 2 • 111953 Material List (various) 12/18/2019,10:37 AM • 2 • • • 7 C I 120 I T3036 7 C 190 TB • RedBuilt" Products Trusses. Quantity Type Series Dept*) AppL Profile Clear Span Pr.Length Pr.Load Fasters.Leg '7:: Footage Notes Notes • 32 ' ' ' Red-M Total 1536.0 • 6 T 32 M1 Red-M 28 115% Parallel 4T-4.88" 48.0 108.6 2-5/8"x3 2-518"x3 1536.0 • RedBuilt"Open-Web Products Blocking • Quantity Type Size Length Net Custom Width Series Clip Spacing Tight To Notes Notes 6 C 87 - - 2x6 Continuous(ft) Net 3.6675 • 6 C 64 3x6 Continuous(ft) Net 3.6875 • RedBuilt"Open-Web Products Bottom Chord Nailer • Lineal Ft Type Slit Grade Notes Notes6 C 251 2x4 • RedBuilt"Open-Web Products Strut Bracing • Quantity Type Style Spacing Series Notes Notes • 6 C 93 W6 I 24 Red-M/H • RedBuilt"Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes• 6 C 64 B2 36.750 Wind Uplift 30"+ 228 24 I • RedLam'"LVL Products LVL Beams • Quantity Type Size Length Grade P.E.T. Footage Notes Notes • 7 1 RA4 1.75x14 4'-0.00" 2.0E No 4.0 1 7 1 RB4 3.5x14 4'-Q00" 2.0E No 4.0 1 • • 7 1 RC6 3.5x20 6'-0.00" 2.0E No 6.0 1 1 - - 1.75x14 Total 4.0 • 1 3.5x14 Total 4.0 • • 1 ' ' ' 3.5x20 Total 6.0 7 Note 1 To be use @ swing supports per 51/S7.03 • • RedBuiltTM Products LSL Rim Board • Lineal Ft Type Size Grade LVL Substitution Footage Notes Notes • 7 C 320 1.5x14 1.3E Allowed 320.0 7 C 784 1.5x18 1.3E Allowed 784.0 • 7 C 213 1.5x20 1.3E Allowed 213.0 • 213.0 ' : : 1.5x20 Total 213.0 784.0 1.5x18 Total 784.0 • • 320.0 " ' ' 1.5x14 Total 320-0 • RedBuiltTM'Products Bearing Plate • Uncial Ft Type Size Net Beveled Notched Grade Profile Angle Thick Thln Wltlth W7 Notsa Notes6 C 64 BP3 2x10 Net Bev.(Spl.) Not Notched P1 2.4 1.500 1.125 9.250 • 6 C 87 BP4 3x10 Net Bev.(Sgl.) Not Notched P1 2.4 2.500 2.125 8.750 7 C 143 BP6 2x6 Nom Bev.(Sgl.) Not Notched P1 2.4 1.500 1.250 5.500 • • Hardware QuantityType Description Notes Notes • 0.5 lb ' 8dx1.5"Nails • 200.0 lb 10dx1.5"Nails 9.5 lb 10dx3"Nails _ • 16.5 lb 16dx3.5"Nails 128 5/8"x 3"Lag Screw• 6 C 14 A35 Framing Anchor • • TeamBuilder 3.19 111953 Twality Middle School 2018 Addition 2 of 2 • 111953 Material List (various) 12/18/2019,10:37 AM • 3 1111 • • ` GV BUI LT Material List • :.,,, ..,..a wood Products • RB Number 111953 Operator Sergey Puzhlyakov . Project Name Twality Middle School 2018 Addition Office Hillsboro Location Greshem,OR • Delivery D8:RoofB JST Comment Roof.Section"B" • Plant Stayton Status Approved For Production • Report Type Check • Red-PI"Products Joists . Quantity Type Series Depth Length Profile Bevel Cut WS An. Knockouts Camber P.E.T. Footage Notes Notes 8 C 18 F5 Red-145 14 16'-0.00" None No 288.0 • 8 C 54 F12 Red-145 14 14'-0.00" None No , 756.0 • 8 C 24 F13 Red-145 14 19'-0.00" None No 456.0 8 C 92 H1 Red-190H 18 34'b.OD' None No 3174.0 • 8 C 21 H2 Red-190H 18 32'-6.00- None No 682.5 • 8 C 53 K1 Red-I65 18 28'-6.00' None No 1510.5 8 C 51 K2 Red-I65 18 23'-0.00" None No 1173.0 • 8 C 25 L2 Red-190H 20 32'-6.00" None Yes No 812.5 • 6 C 33 Ni Red-I90 18 33'-0.00" None No 1089.0 8 C 24 N2 Red-I90 18 30'-0.00" None No 732.0 • 8 C 4 N3 Red-I90 18 25'-0.00" None No 100.0 • 8 C 3 BLKN Red-I65 18 20'-0.00" None No 60.0 96 Red-I45 14 Total 1500.0 • 113 ' ' ' Red-190H 18 Total 3856.5 • 107 : : • Red-I65 18 Total 2743.5 25 Red-190H 20 Total 812.5 • 61 " ' ' Red-I90 18 Total 1921.0 • Red-17""Products Web Stiffeners • Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes Notes • 8 C 60 Red-145 14 Loose End Standard Not Beveled 0.0 8.250 5.875 0.000 8 C 96 Red-190 18 Loose End Standard Not Beveled 0.0 12.250 3.500 0.000 • 8 C 212 Red-I65 18 Loose End Standard Not Beveled 0.0 12.250 3.500 0.000 8 C 286 Red-I90H 20 Loose End Standard Not Beveled 0.0 14.250 3.500 0.000• 8 C 330 Red-145 14 Loose End Standard Not Beveled 0-0 10.250 3.500 0.000 • 8 C 636 Red-190H 18 Loose End Standard Net Beveled 0.0 12.250 3.500 0.000 • Connectors • Quantity Type Model Top Face Member Slope Skew Fig.Slope Fig.Angle FIg.Offset NetH Finish Notes Notes • 8 C 225 2 MIU3.56/11 20-N10 _ 6-N10 • 8 C 128 3b ITS1.81/14 4-N10 4-N10 4-N10 • • 8 C 102 11 MIU2.56/11 - 20-N10 6-N10 • 8 C 185 13 MIU3.56/16 24-N10 6-N10 • 8 C 20 17 MIU1.81/14 22-N10 6-N10 , • 8 C 4 27 HU414-2 20-N10 8-10d • • • • • • TeamBuilder 3.19 D8:111953 Twality Middle School 2018 Addition 1 of 2 • 111953 Material List Approved For Production 12/18/2019,11:08 AM • 4 • • • • Tension Bridging • Ouantlty Type Modal Notes Nabs B C 20 TB27 • C 20 TB30 • B C 224 TB36 • RedBuiltTM Products LSL Rim Board • Lineal Ft Type Size Grade LVL Substitution Footage Notes Notes B C 265 1.5x14 1.3E Allowed 265.0 • C 738 1.5x18 1.3E Allowed 738.0 738.0 ' ' • 1.5x18 Total 738.0 • 265.0 • • • 1.5x14 Total 265.0 • RedBuilt'al Products Bearing Plate • Lineal Ft Type Size Net Beveled Notched Grade Profile Angie Thick Thin Width W2 Notes Notes • 8 C 64 BP6 2x6 Nom Bev.(Sgl.) Not Notched P1 I 2.4 1.500 1.250 5.500 • Hardware • Quantity Type Description Notes Notes 157.5 lb 10dx1.5"Nails • 0.5 lb 10dx3"Nails • • • • • • • • • • • • • • • • • • • • • • • • TeamBuilder 3.19 D8:111953 Twality Middle School 2018 Addition 2 of 2 • 111953 Material List Approved For Production 12/15/2019,11:08 AM • 5 • • • • `7-Ker.ISPEC Project: 111953 Twality Middle School 2018 Addition Type: F5 Location: Tigard, OR • Folder: Roof Section A Date: 4/30/19 8:47 AM • RedSpecT" by RedBuilt" Designer: Sergey Puzhlyakov v7.1.9 Comment: • 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS 4 Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 50% 1132 2254 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 59% 3797 6406 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 13% -1116 8912 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 53% 0.269 0.509 L/681 L/360 1.OD+1.OS All Spans PASS Span Total 51% 0.390 0.763 L/470 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 828(115) 559(115) • Dead Reaction(Ib) 305 305 Total Reaction(lb)(DOL%) 1133(115) 864(115) • Net Uplift Reaction(Ib)(DOL%) -293(160) -293(160) Bearing Flush Flush • Support Ledger Ledger Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left ITS1.81/14* 4-1Odx1.5" 4-lodx1.5" 4-10dx1.5" LSL 1.5x14 Right ITS1.81/14* 4-10dx1.5" 4-lodx1.5" 4-lOdx1.5" LSL 1.5x14 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 v • • ------ ---------------- _ i III C p • 15'-3.0" • APPLICATION LOADS • Type Units DOL Live Uniform psf Snow(115%) 25 Dead Partition Tributary Member Type 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Tapered psf Snow(115%) 48 to 0 0 to 0 0'-0.0"to 13'-0.0" Adds To drift Uniform psf Wind(160%) -52 0 0'-0.0"to 15'-3.0" Adds To uplift,Z1 • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •S .Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. •Sloped length multiplier= 1.001. Bevel cut add =0.58". • • • • MS:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 4/30/2019 8:47:56 AM 111953 Twality Middle School 2018 Addition : Roof Section A: F5 Page 1 of 1 • The products noted are intended for interior,untreated, non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt+"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'"associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt+", RedSpec'",Red-IT",Red-I45'",Red-I45L",Red-I58'",Red-I65'",Red-I65T'",Red-I90'",Red-190HT",Red-I9OHST",Red-LT",Red-LTT",Red- W'", Red-ST",Red-M", Red-HT",RedLam'",FloorChoice" are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights • reserved. 6 • • • . ///1S��W Project: Tigard, OR ted: 111953 Twality Middl Loca Type: F5© FA I I rotation QErj • Folder: Roof Section A Date: 11/8/19 11:52 AM • RedSpec"" by RedBuiltr"' Designer: Sergey Puzhlyakov • v7.1.10 Comment: • 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 62% 1405 2254 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-lb) 69% 4417 6406 5now(115%) 1.0D+1.0S All Spans PASS • DEFLECTIONS(In) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 53% 0.272 0.509 L/674 L/360 1.OD+1.05 All Spans PASS . Span Total 51°/0 0.392 0.763 L/467 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support I Li Support 2 Live Reaction,Critical(Ib)(DOL%) 734(115) 653(115) Dead Reaction(Ib) 305 305 • Total Reaction(Ib)(DOL%) 1039(115) 958(115) Bearing Flush Flush • Support Wall Ledger Req'd Bearing,No Stiffeners(in) 1.75 1.75 • Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size. Left ITS1.81/14* 4-10dx1.5" 4-lodx1.5" 4-10dx1.5" LSL 1.5x14 Right ITS1.81/14* 4-10dx1.5" 4-1Odx1.5" 4-lOdx1.5" LSL 1.5x14 1. • (*=Web stiffeners required) ' • SPANS AND LOADS . Dimensions represent horizontal design spans. Member Slope: -0.5/12 V • • 15'-3.0" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Point lb Snow(115%) -1500 0 7'-1.0" Adds To FA up Point lb Snow(115%) 1500 0 8'-0.5" Adds To FA down • Tapered psf Snow(115%) 48 to 0 0 to 0 0'-0.0"to 13'-0.0" Adds To drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). . •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Sloped length multiplier= 1.001. Bevel cut add =0.58". • • 411 • S:\_Sold Projects\1lxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/8/2019 11:52:47 AM 111953 Twality Middl : Roof Section A : F5@ FA II rotation Page 1 of 1 . The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt"" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt`",RedSpec",Red-1",Red-I45"",Red-I45LT",Red-I58", Red-I65'", Red-I65TT",Red-I90",Red-190h",Red-I90HS", Red-L",Red-W", Red-S", Red-M",Red-H",RedLam T",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 7 • • •• SPEC Prated: 111953 Twality Middl Location: Tigard, OR Type: F5DBL@ FA perp.down • Folder: Roof Section A Date: 5/2/19 9:24 AM • RedSpecT"' by RedBuilt'" Designer: Sergey Puzhlyakov • v7.1.9 Comment: • DOUBLE 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 34% 1555 4508 Snow(115%) 1.0D+1.0S All Spans PASS• Positive Moment(ft-lb) 69% 8784 12811 Snow(115%) 1.OD+1.05 All Spans PASS • DEFLECTIONS(In) % Design Allow. Design Allow. Combination Pattern Pass/Fall Span Live 70% 0.354 0.509 L/518 L/360 1.0 D+1.OS All Spans PASS • Span Total 54% 0.414 0.763 L/442 L/240 1.OD+1.0S All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1251(115) 1237(115) Dead Reaction(Ib) 305 305 • Total Reaction(Ib) (DOL%) 1557(115) 1542(115) Bearing Flush Flush • Support Wall Ledger Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - ID HANGERS Model Top Face Member Header Size • Left MIU3.56/11* 20-lOdx1.5" 2-10dx1.5" Glulam DF/SP 5.125x18 Right MIU3.56/11* 20-l0dx1.5" 6-lOdx1.5" Glulam DF/SP 5.5x18 • (*=Web stiffeners required) • SPANS AND LOADS • Dimensions represent horizontal design spans. Member Slope: -0.5/12 II • • • 15'-3.0" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Snow(115%) 863 Dead Location from left Application Comment Point lb 0 7'-1.O" Adds To fall arrest perp.down Point lb Snow(115%) 863 0 8'-0.5" Adds To fall arrest perp.down • NOTES • •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration. • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Connect multiple ply members per RedBuilt'"Installation Guidelines. • •Sloped length multiplier= 1.001.Bevel cut add=0.58". • • • • • S _Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 5/2/2019 9:24:35 AM 111953 Twality Middl : Roof Section A: F5DBL©FA perp.down Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed In accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'", RedSpecT",Red-IT",Red-I45'",Red-I45L"",Red-I58'",Red-165TM,Red-165T",Red-I90T",Red-I90H",Red-I90HST",Red-LT",Red-LT",Red- WT", Red-ST",Red-MT",Red-HT", RedLamT",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 8 • reserved. • • • • 1VSPEC Project: 111953 Twality Middl Location: Tigard, OR Type: F5DBL@ FA perp.0 • Folder: Roof Section A Date: 5/6/19 4:31 PM • RedSpec'" by RedBuilt'''. Designer: Sergey Puzhlyakov • v7.1.9 Comment: • DOUBLE 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 150/0 686 4508 Snow(1150/0) 1.0D+1.0S All Spans PASS • Positive Moment(ft-Ib) 20% 2617 12811 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 25% -4451 17824 Wind(160%) 0.60+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 32% -0.163 -0.509 L/999+ L/360 1.0D+0.42W All Spans PASS Span Total 18% 0.136 0.763 L/999+ L/240 1.00+1.05 All Spans PASS • SUPPORTS Support L Support 2 Live Reaction,Critical(Ib)(DOL%) 381 (115) 381 (115) • Dead Reaction(Ib) 305 305 Total Reaction(Ib)(DOL%) 687(115) 687(115) • Net Uplift Reaction(Ib)(DOL%) -543(160) -531(160) Bearing Flush Flush Support Wall Ledger • Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - 4111 HANGERS Model Top Face Member Header Size • Left MIU3.56/11* 20-lodx1.5" 6-10dx1.5" Glulam DF/SP 5.125x18 Right MIU3.56/11* 20-10dx1.5" 6-10dx1.5" Glulam DF/SP 5.5x18 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 NI • • • 15'-3.0" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Point lb Wind(160%) -1200 0 7'-1.0" Adds To fall arrest perp.up Point lb Wind(160%) -1200 0 6'-0.5" Adds To fall arrest perp.up • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. 411 • Net uplift over 200 lb detected. •Connect multiple ply members per RedBuilt'"Installation Guidelines. • •Sloped length multiplier= 1.001. Bevel cut add=0.58". • • • • S:\ Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 5/6/2019 4:31:16 PM 111953 Twality Middl : Roof Section A: F5DBL©FA perp.0 Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec'", Red-I", Red-I45", Red-I45L", Red-I58",Red-I65",Red-I65T",Red-I90", Red-I90H", Red-I90HS",Red-L",Red-LT",Red- W'",Red-S", Red-MT",Red-H",RedLam", FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright Ci 2010-2018 RedBuilt LLC.All rights • reserved. 9 • • • • w `/SPE�e, Project: 111953 Twality Middl Type: F8 w/solar w ` Location: Tigard, OR • Folder: Roof Section A Date: 12/18/19 10:14 AM • RedSpecT" by RedBuilt'" Designer: Sergey Puzhlyakov . v7.1.10 Comment: • 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fall Shear(Ib) 39% 875 2254 Snow(115%) 1.0D+1.OS All Spans PASS • Positive Moment(ft-lb) 60% 3834 6406 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 17% -1471 8912 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail . Span Live 52% 0.303 0.584 L/694 L/360 1.OD+1.05 All Spans PASS Span Total 58% 0.505 0.876 L/416 L/240 1.OD+1.0S All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 525(115) 525(115) • Dead Reaction(Ib) 351 351 Total Reaction(Ib)(DOL%) 876(115) 876(115) • Net Uplift Reaction(Ib)(DOL%) -336(160) -336(160) Bearing Flush Flush Support Beam Beam • Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left MIU1.81/14* 22-lodx1.5" 6-lodx1.5" LSL 1.5x14 Right MIU1.81/14* 22-10dx1.5" 6-10dx1.5" Glulam DF/SP 8.75x30 (*=Web stiffeners required) • • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 li • • III A • 17'-6.125" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment . Uniform psf Wind(160%) -52 0 0'-0.0"to 17'-6.125" Adds To uplift,Zl Uniform psf Snow(115%) 5 0 0'-0.0"to 17'-6.125" Adds To • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. •Sloped length multiplier= 1.001. Bevel cut add = 0.58". • • • • • S:\_Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 12/18/2019 10:14:38 AM 111953 Twality Middl : Roof Section A : F8 w/solar Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must . be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt"",RedSpec'",Red-IT",Red-I45T",Red-145LT",Red-I58'",Red-I65'", Red-165T'",Red-190'",Red-I9OHT",Red-I90HS'",Red-LT", Red-W'", Red-5T", Red-MT",Red-HT",RedLamT",FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 10 • • • • • ` SPEC cat : 111953 Twality Middl Type: F1O@I i drift Location: Tigard, OR • Folder: 2o Section A ADate: 12/18/19 10:14 AM • RedSpecr" by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 52% 1163 2254 Snow(115%) 1.0D+1.OS All Spans PASS • Positive Moment(ft-lb) 75% 4778 6406 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 15% -1293 8912 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 74% 0.404 0.548 L/488 L/360 1.OD+1.05 All Spans PASS Span Total 68% 0.562 0.922 L/351 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 836(115) 836(115) • Dead Reaction(Ib) 329 329 Total Reaction(Ib)(DOL%) 1164(115) 1164(115) • • Net Uplift Reaction(Ib)(DOL%) -315(160) -315(160) Bearing Bottom Flush Support Wall Beam • Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - • - HANGERS Model Top Face Member Header Size • Right MIU1.81/14* 22-lodx1.5" 6-lOdx1.5" Glulam DF/SP 5.5x15 (*=Web stiffeners required) • SPANS AND LOADS 41 Dimensions represent horizontal design spans. Member Slope: -0.5/12 II • • • • n _. _. __. _._ --.._ _.. _._ . A • 16'-5.0" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115°/0) 25 20 0 24" Snow Roof Joist ADDITIONAL LOADS. Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -52 0 0'-0.0"to 16'-5.0" Adds To uplift,21 • Uniform psf Snow(115%) 25.9 D 0'-0.0"to 16'-5.0" Adds To • NOTES • Building code and design methodology: 2012 IBC ASD(US). • • Birdsmouth and beveled plate conditions require additional consideration. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add =0.58". • • • • • s:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 12/18/2019 10:14:01 AM 111953 Twality Middl : Roof Section A: F10@I I drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt•"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-IT",Red-I45T",Red-I45LT",Red-I58T", Red-I65T",Red-165Tr ,Red-I90",Red-I90H",Red-I90HS", Red-L",Red-W", Red-ST", Red-MT",Red-H'",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. I • • • • el-- e,(1SP^C`w Project: 111953 Twality Middl Type: F11@swing Location: Tigard, • Folder: Roof Section A ADate: 10/29/19 12:03 PM • RedSpecT"' by RedBuiltT" Designer: Sergey Puzhlyakov v7.1.10 Comment: • 14" Red-I45TM @ 24" o.c. I• This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 48% 1091 2254 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-lb) 59% 3787 6406 Snow(115%) 1.OD+1.05 All Spans PASS Negative Moment(ft-lb) 11% -978 8912 Wind(160%) 0.6D+0.6W All Spans PASS le DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 51% 0.242 0.476 L/708 L/360 1.0D+1.05 All Spans PASS Span Total 47% 0.337 0.715 L/509 L/240 1.O0+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 806(115) 540(115) • Dead Reaction (lb) 286 286 Total Reaction(Ib)(DOL%) 1092(115) 826(115) • Net Uplift Reaction(Ib)(DOL%) -274(160) -274(160) Bearing Flush Flush Support Ledger Beam Req'd Bearing,No Stiffeners(In) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left ITS1.81/14• 4-1Odx1.5" 4-1Odx1.5" 4-10dx1.5" LSL 1.5x14 Right IT51.81/14 4-1Odx1.5" 4-SOdx1.5" 4-1Odx1.5" LSL 1.5x14 • ('=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 it • • • • 14'-3.374" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 14'-3.375" Adds To uplift,Zl Point lb Snow(115%) 500 0 4'-6.375" Adds To swing load • Tapered psf Snow(115%) 22 to 0 0 to 0 0'-0.0"to 6'-0.0" Adds To drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration. • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add=0.58". • • • • S:LSold Projects\1lxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/29/2019 12:03:39 PM 111953 Twality Middl : Roof Section A: F11@swing Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed In accordance with local building code requirements and RedBuilt^'recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt'" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'", RedSpec'",Red-I"",Red-145", Red-I4512', Red-I58'", Red-165'", Red-165T'",Red-I90'",Red-I90HT",Red-I90HST", Red-L"",Red-W'",Red-S", Red-Mr",Red-HT",RedLam'",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright @ 2010-2019 RedBuilt LLC.All rights reserved. 12 • • • • • ` e.,C� jSPEC Project: 111953 Twality Middl Location: Tigard, OR Type: H1@ solar 4. Folder: Roof Section . Date: 11/13/19 2:26 PM A RedSpec" by RedBuilt" Designer: Sergey Puzhlyakov . v7.1.10 Comment: • 18" Red-I9OHTM @ 24" o.c. l` This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 47% -1718 3634 Snow(115%) 1.OD+1.OS All Spans PASS • Positive Moment(ft-lb) 720/0 14001 19562 Snow(115%) 1.OD+1.OS All Spans PASS Negative Moment(ft-lb) 17% -4723 27216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 78% 0.876 1.121 L/461 L/360 1.OD+1.05 All Spans PASS Span Total 100% 1.701 1.703 L/237 L/237 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 848(115) 964(115) • Dead Reaction(Ib) 826 755 Total Reaction(Ib)(DOL%) 1674(115) 1720(115) • Net Uplift Reaction(lb)(DOL%) -553(160) -595(160) Bearing Flush Flush • Support Ledger Ledger Req'd Bearing,No Stiffeners(in) 1.95 2.09 Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU3.56/11* 20-lodx1.5" 6-lodx1.5" LSL LSL 1.75x18x18 Right MIU3.56/11* 20-l0dx1.5" 6-1Odx1.5" 1.75x18 (*=Web stiffeners required)• • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 li • • • • 33'-7.25" 0 APPLICATION LOADS • Type Units DOL Live Uniform psf Snow(115%) 25 Dead Partition 0 Tributary Member Type 20 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 33'-7.25" Adds To uplift,ZS Uniform psf Snow(115%) 0 5 0'-0.0"to 23'-6.625" Adds To solar • Tapered psf Snow(115%) 0 to 22 0 to 0 27'-7.25"to 33'-7.25" Adds To drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). 411 •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • S:\ Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/13/2019 2:26:34 PM 111953 Twality Middl : Roof Section A: H1@ solar Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-I",Red-I45T",Red-I45L",Red-I58",Red-165",Red-I65T", Red-I90",Red-190H",Red-190HS",Red-L",Red-W", Red-S", Red-M",Red-H", RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 13 • • • • • ` tdSPEC Project: 111953 Twality Middl Type: H1@ I I drift 24"oc Location: Tigard, A• Folder: Roof Section ADate: 10/29/19 12:46 PM • RedSpecT" by RedBuilt"" Designer: Sergey Puzhlyakov v7.1.10 Comment: • 1811 Red-I9OHTM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 50% -1799 3634 Snow(115%) 1.0D+1.05 All Spans PASS • Positive Moment(ft-lb) 69% 13419 19562 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 20% -5417 27216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 85%Span Total 97% 0.952 1.121 L/424 L/360 1.0D+1.05 All Spans PASS 1.640 1.682 L/246 L/240 1.OD+1.05 All Spans PASS 0 SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1003(115) 1127(115) 110 Dead Reaction(Ib) 673 673 Total Reaction(Ib)(DOL%) 1675(115) 1800(115) • Net Uplift Reaction(Ib)(DOL%) -645(160) -645(160) Bearing Flush Flush Support Ledger Ledger 111 Req'd Bearing,No Stiffeners(in) 1.95 2.34 Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU3.56/11* 20-lOdx1.5" 6-lOdx1.5" LSL 1.75x18 Right MIU3.56/11* 20-l0dx1.5" 6-l0dx1.5" LSL 1.75x18 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 1 • • • 6 • 33'-7.25" • APPLICATION LOADS IP Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist . ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment. Uniform psf Wind(160%) -52 0 0'-0.0"to 33'-7.25" Adds To uplift,Zl Uniform psf 5now(115%) 0.6 0 0'-0.0"to 33'-7.25" Adds To drift • Tapered psf Snow(115%) 21.4 to 0 0 to 0 0'-0.0"to 5'-10.0" Adds To drift Tapered psf Snow(115%) 0 to 32.4 0 to 0 24'-9.75"to 33'-7.25" Adds To drift • NOTES •S . Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. 4110 • Net uplift over 200 lb detected. •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • S:LSo1d Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red II • 10/29/2019 12:46:57 PM 111953 Twality Middl : Roof Section A: H1@ II drift 24"oc Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpec",Red-I",Red-I45T",Red-I45LT",Red-I58T", Red-I65T", Red-I65TT",Red-I90"",Red-I90HT",Red-I9OHST", Red-LT",Red-WT", Red-ST", Red-MT",Red-HT",RedLamT",FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright @ 2010-2019 RedBuilt LLC.All rights reserved. 14 • • • •• ` edSPEC Project: 111953 Twality Middl Location: Tigard, OR Type: H1@ drift both sides • Folder: Roof Section A Date: 4/30/19 4:22 PM • RedSpecT" by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.9 Comment: • • 18" Red-I9OHTM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(lb) 490/0 -1790 3634 Snow(115%) 1.00+1.05 All Spans PASS Positive Moment(ft-lb) 68% 13288 19562 Snow(115%) 1.OD+1.0S All Spans PASS Negative Moment(ft-lb) 20% -5417 27216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 83% 0.936 1.121 L/431 L/360 1.OD+1.0S All Spans PASS Span Total 97% 1.623 1.682 L/249 L/240 1.OD+1.D5 All Spans PASS 411 SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 991(115) 1118(115) • Dead Reaction(lb) 673 673 Total Reaction(lb)(DOL%) 1663(115) 1791(115) • Net Uplift Reaction(lb)(DOL%) -645(160) -645(160) Bearing Flush Flush Support Ledger Ledger • Req'd Bearing,No Stiffeners(in) 1.91 2.31 Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size . Left MIU3.56/11* 20-1Odx1.5" 6-1Odx1.5" LSL 1.75x18Right MIU3.56/11* 20-lOdx1.5" 6-10dx1.5" LSL 1.75x18 (*=Web stiffeners required) IP • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 N • • • • 33'-7.25" • APPLICATION LOADS • Type Units DOL Live Uniform psf Snow(115%) 25 Dead Partition Tributary Member Type 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 33'-7.25" Adds To uplift,Z1 Tapered psf 5now(115%) 0 to 33 0 to 0 24'-7.25"to 33'-7.25" Adds To drift . Tapered psf Snow(115%) 22 to D 0 to 0 0'-0.0"to 6'-0.0" Adds To drift • NOTES • Building code and design methodology: 2012 IBC ASD(US). 411 • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add= 0.75". • • • • S:LLeads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 4/30/2019 4:22:50 PM 111953 Twality Middl : Roof Section A: H1@ drift both sides Page 1 of 1 . The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 1 RedBuilt",RedSpec",Red-IT",Red-I45T",Red-I45LT",Red-I58'", Red-165T", Red-I55TT",Red-I90T",Red-I90HT",Red-190HST", Red-LT",Red-LTT",Red- WT",Red-ST",Red-MT",Red-HT",RedLam"",FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 15 . reserved. 0 • • 1- eXiSPEC � • Project: 111953 Twality Middl Type: H2 @I I drift `` Location: Tigard, OR • Folder: Roof, Section B ADate: 10/29/19 1:28 PM • RedSpec'" by RedBuilt"" Designer: Sergey Puzhlyakov v7.1.10 Comment: IP • 18" Red-I9OHTM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS O/ Design Allow. DOL Combination Pattern Pass/Fail Shear(lb) 480/0 1752 3634 Snow(1150/0) 1.OD+1.05 All Spans PASS • Positive Moment(ft-lb) 700/0 13744 19562 Snow(1150/0) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 180/0 -4990 27216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fall • Span Live 90% 0.964 1.076 L/402 L/360 1.OD+1.05 All Spans PASS Span Total 96% 1.551 1.614 L/250 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1108(115) 1057(115) • Dead Reaction (Pb) 646 646 Total Reaction(Ib)(DOL%) 1754(115) 1702(115) • Net Uplift Reaction(Ib)(DOL%) -619(160) -619(160) Bearing Flush Bottom Support Ledger Wall IIII Req'd Bearing,No Stiffeners(in) 2.20 2.03 Req'd Bearing,Stiffeners(In) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU3.56/11* 20-lOdx1.5" 6-lodx1.5" LSL 1.75x18 (*=Web stiffeners required) • SPANS AND LOADS • Dimensions represent horizontal design spans. Member Slope: 0.5/12 It • • 32'-3.0" • • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist ADDITIONAL LOADS. Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(1600/0) -52 0 0'-0.0"to 32'-3.0" Adds To wind uplift • Uniform psf Snow(115%) 7.7 0 3'-10.8"to 32'-3.0" Adds To Tapered psf Snow(115%) 22 to 7.7 0 to 0 0'-0.0"to 3'-10.8" Adds To drift • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Net uplift over 200 lb detected. •Sloped length multiplier= 1.001.Bevel cut add=0.75". • S • • • S:\ Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/29/2019 1:28:00 PM 111953 Twality Middl : Roof,Section B: H2 @ II drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-I",Red-I45",Red-I45LT",Red-I58", Red-165T", Red-165T",Red-I90T",Red-I90H'",Red-I9OHS'", Red-LT",Red-WT",Red-S", Red-M'",Red-HT",RedLam'",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright @ 2010-2019 RedBuilt LLC.All rights reserved. 16 • • • • ` Project: 111953 Twality Middl Type: 31@skew w/solar • SPEC Location: Tigard, OR Folder: Roof SectionADate: 12/17/19/19 9:35AM • RedSpec°"' by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 18" Red-I90TM @ 24" o.c. I • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 44% 1569 3542 Snow(115%) 1.0D+1.05 All Spans PASS • Positive Moment(ft-lb) 72% 12325 17003 Snow(115%) 1.0D+1.0S All Spans PASS . DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fall Span Live 73% 0.772 1.062 L/495 L/360 1.OD+1.05 All Spans PASS • Span Total 94% 1.498 1.593 L/255 L/240 1.OD+1.05 All Spans PASS 40 SUPPORTS Support I Support 2 Live Reaction,Critical(Ib)(DOL%) 796(115) 796(115) Dead Reaction(Ib) 775 700 . Total Reaction(Ib)(DOL%) 1570(115) 1496(115) Bearing Flush Flush . Support Beam Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - • HANGERS Model Top Face Member Header Size • Left BA3.56*H=17.938 6-lOd 10-lOd 8-lodx1.5" Glulam DF/SP 6.75x24 Right HU416X*SKL45 26-16d 12-1 Od Glulam DF/SP 8.75x30 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 U • 41 • — - • __. _.. 31'-10.0" • APPLICATION LOADS . Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS . Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) 0 5 0'-0.0"to 20'-0.0" Adds To solar • NOTES •Building code and design methodology: 2012 IBC ASD(US). • •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • • 40 S:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 12/17/2019 9:35:31 AM 111953 Twality Middl : Roof Section A:11@skew w/solar Page 1 of 1 • The products noted are intended for interior, untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpec",Red-I",Red-I45",Red-I45L",Red-I58",Red-I65",Red-I65TI", Red-I90"^,Red-I90H'",Red-I90HS",Red-L", Red-W'",Red-SI", Red-MI",Red-HI", RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 17 • • • •• Project: 111953 Twality Middl Type: K3@ I I drift SPEC Location: Tigard, OR ` Folder: R1ofSection: A 5 A Date: 11/13/19 3:05 PM • RedSpecT"' by RedBuilt.' Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 18" Red-I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 40% 1401 3542 Snow(115%) 1.0D+1.OS All Spans PASS • Positive Moment(ft-lb) 84% 10055 11937 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 24% -3956 16608 Wlnd(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail 41 Span Live 830/0 0.791 0.957 L/436 L/360 1.0D+1.05 All Spans PASS Span Total 93% 1.340 1.435 L/257 L/240 1.0D+1.05 All Spans PASS 41 SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 827(115) 827(115) • Dead Reaction(Ib) 574 574 Total Reaction(Ib)(DOL%) 1401(115) 1401(115) • Net Uplift Reaction(Ib)(DOL%) -551(160) -551 (160) Bearing Bottom Bottom Support Wall Wall 41110 Req'd Bearing,No Stiffeners(In) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 • • • P • 28'-8.5" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 28'-8.5" Adds To uplift,Zi. Uniform psf Snow(115%) 3.8 0 0'-0.0"to 28'-8.5" Adds To drift • NOTES • Building code and design methodology: 2012 IBC ASD(US). • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • ' • • • • • • • S:\ Sold Projects\11xxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/13/2019 3:05:31 PM 111953 Twality Middl : Roof Section A: Kt@ II drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed In accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec", Red-IT", Red-I45", Red-I45LT", Red-158", Red-165'", Red-165TT",Red-I90T", Red-I90H'", Red-I90HS'",Red-LT",Red-W'",Red-ST" Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 18 • • • • • 1-- efiSPEC Project: 111953 Twality Middl Location: Tigard, Type: Kin solar . A Folder: RoofSection: 7 ADate: 11/13/19 3:07 PM • RedSpec""' by RedBuilt'" Designer: Sergey Puzhlyakov • v7.1.10 Comment: • 18" Red—I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 41% 1435 3542 Snow(115%) 1.0D+1.05 All Spans PASS . Positive Moment(ft-lb) 86% 10302 11937 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 20% -3338 16608 Wind(160%) 0.6D-10.6W All Spans PASS • DEFLECTIONS(In) % Design Allow. Design Allow. Combination Pattern Pass/Fall III Span Live 72% 0.686 0.957 L/502 L/360 1.OD+1.05 All Spans PASS Span Total 96% 1.373 1.435 L/251 L/240 1.OD+I.OS All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 718(115) 718(115) . Dead Reaction(Ib) 718 718 Total Reaction(Ib)(DOL%) 1435(115) 1435(115) • Net Uplift Reaction(Ib)(DOL%) -465(160) -465(160) Bearing Bottom Bottom Support Wall Wall ,I Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 • • • 28'-8.5• • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 28.-8.5" Adds To uplift,Z1 Uniform psf Snow(115%) 0 5 0'-0.0"to 28'-8.5" Adds To solar panels 411 NOTES • Building code and design methodology: 2012 IBC ASD(US). • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • • • III • • lb S:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/13/2019 3:07:18 PM 111953 Twality Middl : Roof Section A: K1©solar Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed In accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . RedBuilt", RedSpec..",Red-I'',Red-I45",Red-I45LTM,Red-I58",Red-I65",Red-165T",Red-I90",Red-I9OH",Red-I90HS",Red-LU.', Red-W",Red-S", Red-M", Red-H",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 19 • • • • . f triV wYEC Protect: 111953 Twality Middl ocation: Tigard, OR Type: L3 DBL@swing L • FoA lder: R0ofSection: 3 ADate: 10/28/19 9:53 AM 1 l • RedSpec"' by RedBuilt'"' Designer: Sergey Puzhlyakov IC v7.1.10 Comment:I . • DOUBLE 20" Red-I90HTl" @ 16" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 23% -1855 7924 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-Ib) 46% 19988 43574 Snow(115%) 1.UD+1.0S All Spans PASS Negative Moment(ft-Ib) 90/0 -5292 60624 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail 41 Span Live 71% 0.964 1.357 L/507 L/360 1.0D+1.05 All Spans PASS Span Total 66% 1.343 2.036 L/364 L/240 1.00+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1204(115) 1314(115) li • Dead Reaction(Ib) 543 543 Total Reaction(Ib)(DOL%) 1746(115) 1857(115) • Net Uplift Reaction(Ib)(DOL%) -520(160) -520(160) Bearing Flush Flush Support Beam Ledger • Req'd Bearing,No Stiffeners(in) - Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left HU414-2 20-1Odx1.5" 8-10d Glulam DF/SP 6.75x27 Right HU414-2 20-SOdx1.5" 6-lOd Glulam DF/SP 5.125x21 (* =Web stiffeners required) • • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IL • • • A A • 40'-8.125" 0 APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment . Uniform psf Wind(160%) -52 0 0'-0.0"to 40'-8.125" Adds To uplift,Z1 Uniform psf Snow(115%) 12.2 0 0'-0.0"to 40'-8.125" Adds To drift • Point lb Snow(115%) 500 0 24'-10.0" Adds To swing load • NOTES •Building code and design methodology: 2012 IBC ASD(US). 411 •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. • •Connect multiple ply members per RedBuilt"Installation Guidelines. •Sloped length multiplier= 1.001. Bevel cut add=0.83". • • • • S:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/28/2019 9:53:31 AM 111953 Twality Middl : Roof Section A : Ll DBL@swing Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-IT",Red-I45"m,Red-I45LT",Red-I58T",Red-I65T",Red-I65TT", Red-I90",Red-I90HT",Red-I90HST",Red-LT", Red-W", Red-ST", Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 20 • S • • • ` t! SPEC Project: Tigard, OR Twality Middl Location: Tigard, Type: Li@ I I drift • Folder:te 0 Section: 9 AA Date: 10/28/19 9:29 AM • RedSpec"" by RedBuiltT" Designer: Sergey Puzhlyakov . v7.1.10 Comment: • 20" Red-I90HTM @ 16" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fall Shear(Ib) 35% 1374 3962 Snow(115%) 1.OD+1.0S All Spans PASS • Positive Moment(ft-lb) 64% 13934 21787 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 17% -5251 30312 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 85% 1.151 1.352 L/423 L/360 1.0D+I.OS All Spans PASS Span Total 94% 1.897 2.028 L/257 L/240 1.0D+1.05 All Spans PASS 1 • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 635(115) 835(115) . Dead Reaction(Ib) 541 541 Total Reaction(Ib)(DOL"/a) 1375(115) 1375(115) • Net Uplift Reaction(Ib)(DOL%) -518(160) -518(160) Bearing Flush Flush Support Ledger Ledger Req'd Bearing,No Stiffeners(in) - Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-10dx1.5" 6-10dx1.5" Glulam DF/SP 6.75x27 Right MIU3.56/16* 24-lodxl.5" 6-SOdx1.5" Glulam DF/SP 5.125x21 (*=Web stiffeners required) • • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IC • • u• 40'-6.25" • APPLICATION LOADS _� Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist 0 ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 40'-6.25" Adds To uplift,ZS Uniform psf Snow(115%) 5.9 0 0'-0.0"to 40'-6.25" Adds To drift • NOTES • •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Net uplift over 200 lb detected. •Sloped length multiplier= 1.001. Bevel cut add=0.83". • • • • • S:\_Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/28/2019 9:29:16 AM 111953 Twality Middl : Roof Section A : L1@ I I drift Page 1 of 1 • The products noted are intended for interior, untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt^"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'" al associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . RedBuilt",RedSpec",Red-I"',Red-I45'",Red-I45L",Red-I58",Red-165'",Red-I65T", Red-190", Red-I90H", Red-190HS",Red-L",Red-W'",Red-5" Red-M",Red-H'", RedLam'",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright© 2010-2019 RedBuilt LLC.All rights reserved. 21 • • • • Proect: 111953 Twalit Middl Location: Tigard, OR T • (SPEC ) y Type: Ll DBL@ I I drift . Folder: Roof Section A ADate: 10/28/19 10:03 AM• RedSpec'"' by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • DOUBLE 20" Red-I90HT' @ 16" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fall Shear(Ib) 24°/a 1911 7924 Snow(115%) 1.0D+1.05 All Spans PASS is Positive Moment(ft-lb) 45% 19447 43574 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 9% -5292 60624 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 70% 0.955 1.357 L/512 L/360 1.0 D+1.05 All Spans PASS Span Total 66% 1.333 2.036 L/366 L/240 1.0 D+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1369(115) 1369(115) • . Dead Reaction(Ib) 543 543 Total Reaction(Ib) (DOL%) 1912(115) 1912(115) • Net Uplift Reaction(Ib)(DOL%) -520(160) -520(160) Bearing Flush Flush Support Beam Ledger • Req'd Bearing,No Stiffeners(in) - Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left HU414-2 20-lodx1.5" 8-10d Glulam DF/SP Glulam DF/SP 6.75x27 Right HU414-2 20-l0dx1.5" 8-lOd 5.125x21 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IL a 41 • 40'-8.125" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 40'-8.125" Adds To uplift,Zl Uniform psf Snow(115%) 25.5 0 0'-0.0"to 40'-8.125" Adds To drift II NOTES •S . Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. S .Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations.• • Net uplift over 200 lb detected. •Connect multiple ply members per RedBuiltT" Installation Guidelines. • •Sloped length multiplier= 1.001.Bevel cut add=0.83". • • • • S:LSoid Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/28/2019 10:03:00 AM 111953 Twality Middl : Roof Section A: Ll DBL@ II drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT"• associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-IT",Red-I45T",Red-I45L",Red-I58T",Red-I65",Red-I65T'", Red-I90", Red-I90H", Red-190HS",Red-L",Red-W",Red-ST", Red-M",Red-H", RedLam",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 22 • 41 • •• 1 ?.61SPEc Project: 111953 Twality Middl Location: Tigard, Type: Li@ solar III Folder: Roof Section A Date: 4/30/19 3:06 PM • RedSpec"" by RedBuilt" Designer: Sergey Puzhlyakov v7.1.9 Comment: • • 20" Red-I9OHTM @ 16" o.c. I • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fall Shear(lb) 37% 1475 3962 Snow(115%) 1.OD+1.OS All Spans PASS Positive Moment(ft-lb) 630/0 13819 21787 Snow(115%) 1.OD+1.OS All Spans PASS Negative Moment(ft-Ib) 15% -4530 30312 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail IP Span Live 72% 0.977 1.352 L/498 L/360 1.0D+1.05 All Spans PASS Span Total 93% 1.884 2.028 L/258 L/240 1.0 D+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 859(115) 690(115) • Dead Reaction(Ib) 617 668 Total Reaction(Ib)(DOL%) 1476(115) 1358(115) • Net Uplift Reaction(Ib)(DOL%) -472(160) -442(160) Bearing Flush Flush • Support Ledger Ledger Req'd Bearing,No Stiffeners(in) - Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-l0dx1.5" 6-lodx1.5" Glulam DF/SP Glulam DF/SP 5.5x21 Right MIU3.56/16* 24-lodx1.5" 6-10dx1.5" 5.125x21 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IL • • 40'-6.25" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 40'-6.25" Adds To uplift,Z3 Tapered psf Snow(115%) 33 to 0 0 to 0 0'-0.0"to 9'-0.0" Adds To drift • Uniform psf Snow(115%) 0 5 10'-0.0"to 40'-6.25" Adds To solar • NOTES •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration.• •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. fill •Sloped length multiplier= 1.001. Bevel cut add=0.83". • • • • S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 4/30/2019 3:06:42 PM 111953 Twality Middl : Roof Section A: L1@ solar Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" IIassociate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec'", Red-IT", Red-145T",Red-I45L'",Red-I58'",Red-I65'",Red-I657", Red-I90'", Red-I90HT", Red-I90HST",Red-LT",Red-LT'",Red- WT",Red-ST",Red-MT",Red-HT", RedLam",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright @ 2010-2018 RedBuilt LLC.All rights 23 • reserved. • • • • €WSPEC Project: 111953 Twality Middl Lotion: Type: L2 ©MU+MU screen o Tigard, OR • Folder: Roof, Section B Date: 10/29/19 3:17 PM • RedSpec'"" by RedBuiltT" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 20" Red-I9OHTM @ 16" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 43% 1709 3962 Snow(115%) 1.0D+1.05 All Spans PASS • Positive Moment(ft-lb) 63% 13697 21787 Snow(115%) 1.0D+1.05 All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 37% 0.394 1.076 L/983 L/360 1.OD+1.05 All Spans PASS • Span Total 72% 1.166 1.614 L/332 L/240 1.0D+1.OS All Spans PASS SUPPORTS Support 1 Support 2 • Live Reaction,Critical(Ib)(DOL%) 598(115) 541(115) Dead Reaction(Ib) 1113 748 • Total Reaction(Ib)(DOL%) 1711(115) 1289(115) Bearing Flush Flush • Support Beam Ledger Req'd Bearing,No Stiffeners(in) - - • Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-l0dx1.5" 6-1Ddx1.5" Glulam DF/SP 8.75x27 Right MIU3.56/16* 24-SOdx1.5" 6-lOdx1.5" Glulam DF/SP 5.125x21 • (*=Web stiffeners required) • SPANS AND LOADS • Dimensions represent horizontal design spans. Member Slope: 0.5/12 it • 32'-3.125' • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Dead Location from left Application Comment Point lb Wind(160%) -1750 0 0'-7.5" Adds To screen load Point lb Wind(160%) 1750 0 1'-5.5" Adds To screen load • Point lb Snow(115%) 0 500 7'-6.0" Adds To mu6000/12 Point lb Snow(115%) 0 500 13'-0.0" Adds To mu6000/12 • Tapered psf Snow(115%) 19 to 0 0 to 0 0'-0.0"to 5'-0.0" Adds To drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration.• •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Web stiffeners tight to top flange are required at point loads of 1500 pounds or greater.See the RedBuilt'"design guide for • installation requirements. •Sloped length multiplier= 1.001. Bevel cut add=0.83". • • • • S:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 10/29/2019 3:17:06 PM 111953 Twality Middl : Roof,Section B : L2 @MU+MU screen Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpec",Red-IT", Red-145", Red-14512", Red-I58T", Red-165'", Red-165T'",Red-I90T", Red-190HT",Red-190HST",Red-LT",Red-WT",Red-ST", Red-MT",Red-HT",RedLam T",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 24 • • • • • ` SPEC Project: 111953 Twality Middl Type: N2 Location: Tigard, OR • Folder: Roof, Section B Date: 11/8/19 12:02 PM 2 • RedSpecT" by RedBuilt Designer: Sergey Puzhlyakov • v7.1.10 Comment: • 18" Red-I90HT'v' @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 52% 1874 3634 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-Ib) 63% 12386 19562 Snow(115%) 1.0D+1.05 All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 56% 0.556 1.000 L/648 L/360 1.00+1.05 All Spans PASS • Span Total 82% 1.231 1.500 L/293 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 • Live Reaction,Critical(Ib)(DOL%) 750(115) 766(115) Dead Reaction(Ib) 1126 844 • Total Reaction(Ib)(DOL%) 1876(115) 1610(115) Bearing Flush Flush • Support Beam Ledger Req'd Bearing,No Stiffeners(in) 2.58 1.75 • Req'd Bearing,Stiffeners(in) 1.75 - HANGERS Model Top Face Member Header Size• Left MIU3.56/16* 24-lodx1.5" 6-10dx1.5" LSL 1.75x18 Right MIU3.56/16* 24-l0dx1.5" 6-1Ddx1.5" LSL 1.75x18 • (*=Web stiffeners required) • SPANS AND LOADS • Dimensions represent horizontal design spans. Member Slope: 0.5/12 It • 29'-11.75" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snaw(115^/°) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 0 to 8 0 to 0 27'-11.0"to 29'-11.75" Adds To drift Point lb Snow(115%) 0 150 17'-2.375" Adds To mech.unit • Point lb Snow(115%) 0 150 22'-2.375" Adds To mech.unit Uniform plf Snow(115%) 0 78.3 0'-0.0"to 6'-0.0" Adds To cyclorama 470#/6ft • NOTES • •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Sloped length multiplier= 1.001.Bevel cut add=0.75". • • • • • S:\_Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/8/2019 12:02:02 PM 111953 Twality Middl : Roof,Section B : N2 Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'", RedSpec'", Red-I", Red-I45", Red-I45L", Red-I58T",Red-I65T",Red-I657",Red-I90'", Red-I90H'", Red-I90HST",Red-L'",Red-W'TM,Red-S", Red-MT",Red-HT",RedLam T",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 25 • • • •• - Project: 111953 Twality Middl Type: N2 w/cyclo in mid SPEC Location: Tigard, OR • Folder: Roof, Section B ADatete: 11/8/8/19 12:08 PM • RedSpec'" by RedBuilt" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 18" Red-I9OHTM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 48% 1760 3634 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 72% 14101 19562 Snow(115%) 1.0D+1.0S All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 56% 0.556 1.000 L/648 L/360 1.0D+1.05 All Spans PASS • Span Total 93% 1.389 1.500 L/259 L/240 1.DD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 750(115) 766(115) Dead Reaction(Ib) 1012 959 • Total Reaction(Ib)(DOL%) 1762(115) 1724(115) Bearing Flush Flush • Support Beam Ledger Req'd Bearing,No Stiffeners(in) 2.22 2.10 • Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-10dx1.5" 6-1Odx1.5" LSL 1.75x18 Right MIU3.56/16* 24-1Odx1.5" 6-1Odx1.5" LSL 1.75x18 • (* = Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 it • • I L 411 __.__.... 29'-11.75"... • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 0 to 8 0 to 0 27'-11.0"to 29'-11.75" Adds To drift Point lb Snow(115%) 0 150 17'-2.375" Adds To mech.unit • Point lb Snow(115%) 0 150 22'-2.375" Adds To mech.unit Uniform plf Snow(115%) 0 78.3 7'-3.5"to 13'-3.5" Adds To cyclorama 470#/6ft • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. . •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.001. Bevel cut add= 0.75". • • • • • S:LSold Projects\1lxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 11/8/2019 12:08:26 PM 111953 Twality Middl : Roof,Section B: N2 w/cyclo in mid Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt'"associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec'", Red-ITM,Red-I45T",Red-I4512",Red-I58",Red-I65",Red-I65TT",Red-I9DT",Red-I90HT",Red-190HS",Red-LT", Red-WT",Red-ST", Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 26 • • i • i Ke,C)SPEC Project: 111953 Twality Middl Location: Tigard, OR Type: N2 uplift iFolder: Roof, Section B Date: 11/8/19 12:04 PM i RedSpecT" by RedBuilt" Designer: Sergey Puzhlyakov v7.1.10 Comment: i • 1811 Red-I9OHTM @ 24" o.c. i This product meets or exceeds the set design controls for the application and loads listed iDESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(lb) 37% 1348 3634 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 52% 10115 19562 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 16% -4312 27216 Wlnd(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 56% 0.555 1.000 L/648 L/360 1.OD+1.05 All Spans PASS Span Total 67% 1.000 1.500 L/360 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb) (DOL%) 749(115) 749(115) • Dead Reaction(lb) 600 600 Total Reaction(lb) (DOL%) 1350(115) 1350(115) i Net Uplift Reaction(lb)(DOL%) -575(160) -575(160) Bearing Flush Flush • Support Beam Ledger Req'd Bearing,No Stiffeners(In) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left MIU3.56/16` 24-lodx1.5" 6-10dx1.5" Glulam DF/SP 8.75x30 Right MIU3.56/16x 24-lodx1.5" 6-l0dx1.5" LSL 1.75x18 • (* =Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IC • i • --- - __.__. _._____ _.._,. i29'- 11.75" • APPLICATION LOADS • Type Units DOL Live Uniform psf Snow(115%) 25 Dead Partition Tributary Member Type 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Wind(160%) -52 0 0'-0.0"to 29'-11.75" Adds To wind uplift • NOTES • Building code and design methodology: 2012 IBC ASD(US). • • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected.• •Sloped length multiplier= 1.001. Bevel cut add =0.75". i i i • • S:LSold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red i • 11/8/2019 12:04:02 PM 111953 Twality Middl : Roof,Section B : N2 uplift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpecT",Red-IT",Red-I45"",Red-I45L'",Red-I58'",Red-165T",Red-I65TT",Red-I9O"",Red-190HT",Red-I90HST",Red-LT", Red-WT", Red-ST", Red-MT",Red-HT",RedLamT",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 27 • • • • • Project: 111953 Twality Middl Location: Tigard, OR Type: N3@perp. drift .IISPEC • Folder: Roof section B Date: 5/2/19 10:21 AM RedSpecr"' by RedBuiltT" Designer: Sergey Puzhlyakov v7.1.9 Comment: 11111 • 18" Red-I90TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 41% 1467 3542 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 53% 9030 17003 Snow(115%) 1.OD+1.OS All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 56% 0.461 0.821 L/640 L/360 1.OD+1.05 All Spans PASS • Span Total 56% 0.694 1.231 L/426 L/240 1.OD+1.OS All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(ID)(DOL%) 976(115) 976(115) Dead Reaction(Ib) 492 492 • Total Reaction(lb)(DOL%) 1469(115) 1469(115) Bearing Flush Flush • Support Ledger Ledger Req'd Bearing,No Stiffeners(In) 1.75 1.75 • Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-1Odx1.5" 6-10dx1.5" Glulam DF/SP 8.75x33 Right MIU3.56/16* 24-lodx1.5" 6-1Odx1.5" Glulam DFISP 3.125x21 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.5/12 li • • • 24'-7.126" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 14.7 0 D'-0.0"to 24'-7.125" Adds To Perp.drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). • •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • • • SA_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 5/2/2019 10:21:48 AM 111953 Twality Middl : Roof section B: N3@perp.drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans, and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpec",Red-I",Red-I45T",Red-I45LT",Red-I58T",Red-I657",Red-I65Tr",Red-190T",Red-190HT",Red-I90HST", Red-L",Red-LT", Red- WT",Red-S", Red-MT",Red-H",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 28 • reserved. • • • • ` BUILT Project:Twality Middle School Add'n Type:M1 Location:Tigard, OR City:32 Delivery:R6 Project Number: 111953 • RedOpenWebTM v5.0.25 11/13/2019 3:15:31 PM PAGE 1 Del.Desc.:Roof,Section A • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED s J� Reference Span=48'3.000" si 4.00" 0.50" • 41 1.75" 3.75"• • I __ 28.000"Red-MTh/ OPEN WEB TRUSS - ___ Parallel Profile �� 8.75" �9.25"� Clear Span=47'4.875" i ----- N. Top Chord Slope=-.5/12 • ►{ 2.00" 2.00".• • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 -6.625"to 47'10.750" Replaces TC uplift Uniform(psf) W(1.60) 0 0 2.375"to 47'3.250" Replaces BC bottom chord Opsf • LOAD GROUP#2 @ 24.000"O.C.-solar panel+2P/L top • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 0 5 -6.625"to 35'9.375" Adds to TC solar • Tapered(psf) S(1.15) 0 to 22 0 to 0 41'5.250"to 47'5.250" Adds to TC drift Uniform(plf) S(1.15) 0 8.5 -6.625"to 47' 10.750" Adds to TC 2P/L • LOAD GROUP#3 @ 24.000"O.C.-solar+2P/L bottom • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) S(1.15) 0 5 -6.625"to 35'9.375" Adds to TC solar Tapered(psf) S(1.15) 0 to 22 0 to 0 41'5.250"to 47'5.250" Adds to TC drift IP Uniform(plf) S(1.15) 0 8.8 2.375"to 47'3.250" Adds to BC 2P/L • (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Wood Beam Material: Plate(s) Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: • Truss Member's Critical Design Component Value:94.6% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2,3. • Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2622 S(1.15) -925 W(1.60) 2638 S(1.15) -920 W(1.60) • Live Load(Ibs) 1220 -928 1334 -923 • DEFLECTIONS &CAMBER: Deflection(Total Load) Span:2.139"(U265) • Deflection(Live Load) Span: 1.002"(U567) • Center Span Camber: 1.288", Recommended • • • • Copyright B 2017 by RedBuilt LLC Red-M"'and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 29 • RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. • • • • Project:Twality Middle School Add'n Type:M1 • RedOpenWebTM v5.0.25 11/13/2019 3:15:31 PM PAGE 2 • • ADDITIONAL NOTES: • -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product • values shown are in accordance with current RedBuiltT"' materials and code accepted design values. RedBuilt"" Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific . application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. . -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with chords analyzed using RedBuiltT" analysis. • -Pricing Load=108.6 plf • OPERATOR INFORMATION Sergey Puzhlyakov • (503)615-4385 • • 41 41) • • • • • • • • • • • • • • • • • • • • • • Copyright®2017 by RedBuilt LLC Red-M"'and RedOpenWebTm are trademarks of RedBuilt LLC,Boise,Idaho,USA. . RedBuilt',"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 30 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • fe,{JBU1 LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb-",v5.0.25 11/1312019 3:15:31 PM 7.59" -�- 12 @ 47.364" 26.00" 5.92" 1 1 1 1 16 •1 1 1 1 1 1 1 1 1 . • • 1 1 1 1 1 21.44" 1 1 ° 11 @ 47.327" -- -- - _ _ 23.32.. • • 47'3.876" I Left First Web Distance: 23.682" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100FB MSR Camber: 1.288" Bottom Chord Slope: -0.500/12 Red-MTM SERIES LEGEND r1 Z-Clip with base plates @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:M1 - Z-Clip with base plates @ RIGHT TOP PIN#13. Location:Tigard,OR Quantity:32 • 1"DIA.PIN 51a"DIA.PIN Delivery: R6 Project Number: 111953 WEB,11/8"DIA.&WEB GAUGE 11/2"DIA. Copyright®z9v by Reaauin LLC Red-MT.,and RedOpenWeb"'are trademarks of RedBullt LLC,Boise,Idaho. RedBuittm is a trademark of Rodsuitt LLC,Boise,Idaho,USA. 31 • • • • TdBUILT Final Shop Drawings Engineered Wood Products • • Twality Middle School Addition (Roof, Section C,D, & E) • Project#111953 14650 SW 97th Ave., Tigard OR 97224 • • Reference Documents: 12/30/2019 • Drawing Section By Date Revision Type Sheets • Architectural Dull Olson Weekes-IBI Group Architects 11/26/2019 ASI-031 Conformed Full set Structural Froelich Engineers 11/26/2019 ASI-031 Conformed Full set • Mechanical PAE Engineers 4/26/2019 Conformed Full set 40 • IF YOU HAVE QUESTIONS... • 01/22/2020 Your primary contact is your �Ep PROFFS ' Project Manager: ���O,INE-z. /0� • Masood Khalil 60801PE r • (503) 640-7154 Digitally signed by Christine • mkhalil@redbuilt.com ,. OR , 'T Richey o `2�ty11, #-� Date:2020.01.22 14:51:11-08'00' 41111 "497INE 9 G Your secondary contact is your EXPIRES: 12/31/2020 Technical Representative: • Dave Schubert • (503) 819-4424 Material List&Calculations pp. 1-42, Drawings pp. 1-11 • dschubert@Iedbuilt.com Our responsibility is limited to the design of RedBuilt products in accordance with the above • referenced documents based on design loads specified by the engineer of record. • • • IMPORTANT (Please Read) •Installation of the materials is the sole responsibility of the installer. • •Refer to Installation Information sheets for more detailed instruction. • •All materials shall be furnished by others unless included on the material list provided herein. • • • • APPROVED FOR PRODUCTION • • • • RedBuilt LLC•(866)859-6757 • • 1 • • • • /• W BUILT Material List RB Number 111953 Operator Sergey Puzhlyakov Project Name Twenty Middle School 2018 Addition Office Hillsboro • Location Greshem,OR • Delivery D11;SectO&E Comment '.. • Plant Slayton Status Approved For Production • Report Type Check • Red-ITM Products Joists • Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Nobs Nobs • 11 C 18 F14 Red-145 14 12'-6.00' None No 225.0 11 C 76 F15 Red-I45 14 12'-0.00' None No 912.0 • 11 C 60 F16 Red-I45 14 35'-6.00' None No 2130.0 11 C 29 H3 Red-190H 18 36'-6.00' None No 1058.5 • 11 C 22 K2 Red-165 18 23'-0.00' None No 506.0 • 11 C 29 K3 Red-I65 18 28'-0.00' None No 812.0 154 Red-I45 14 Total 3267.0 • 29 ' ' ' Red-190H 18 Total 1058.5 • 51 • • • Red-165 18 Total 1318.0 • Red-I""Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Mel. Length WIdth Bevel Cut Nobs Notes • 11 C 10 Red-I65 18 Loose End Standard Not Beveled 0.0 12.250 5.875 0.000 fla 11 C 36 Red-I45 14 Loose End Standard NIX Beveled 0.0 8.250 5.875 0.000 11 36 Red-145 14 Loose End Standard Not Beveled 0.0 10.250 5.875 0.000 • 11 C 48 Red-165 18 Loose , End Standard Not Beveled 0.0 12.250 3.500 0.000 11 C 262 Red-190H 18 Loose End Standard Not Beveled 0.0 12.250 3.500 0.000• 11 C 304 Red-145 14 Loose End Standard Not Beveled 0.0 6.250 3.500 0.000 _ • Connectors • Quantity Type Model TOP Fate Member Slope Skew Fig.Slope Flg.Angle Flg.Offset Neal Finish Notes Notes 11 C 256 3 ITS1.81/14 4-N10 2-N10• 11 C 18 3b ITS1.81/14 4-N10 4-N10 4-N10 0 11 C 73 11 M1U2.56/11 20-N10 2-N10 11 C 58 12 MIU3.56/16 24-N10 2-N10 • 11 C 12 19 M1U5.12/18 26-N10 6-N10 • 11 C 76 24 U14X 14-N10 6-N10 SLU5 11 C 76 25 U14X 14-N10 6-N10 SLDS • Tension Bridging • Quantity Type Model Notes Notes • 11 C 20 TB30 11 C 38 TB36 • RedBuilt"'Products LSL Rim Board • Lineal Ft Type Size Grade LVL Substitution Footage Notes Notes • 11 C 383 1.5x14 1.3E Allowed 383.0 11 C 135 1.5x18 1.3E Allowed 135.0 • 11 C 192 1.5x24 1.3E Allowed 192.0 1 51 135.0 • ' 1.5x18 Total 135.0 • 383.0 1.5x14 Total 383.0 • 192.0 • • • 1.5x24 Total 192.0 11 Note 51 Length of rim boards 16ft,12pcs. • 11 Note 1 I To be used at long span trusses detail 1/7 • Hardware • Quantity Type Description Not.. Nola. 77.5 lb 10dx1.5'Nails • TeamBuilder 3.19 D11:111953 Twality Middle School 2018 Addition 1 of 1 • 111953 Material List Approved For Production 1/15/2020,6:43 AM • 2 • • • •• €1—<°GV BUI LT Material List • RB Number 111953 Operator Sergey Puzhlyakov • Project Name Twality Middle School 2018 A ddition Office lHillsboro Location Greshem.OR • Delivery D10:Commons OW Comment Plant Hillsboro Status Approved For Production • Report Type Check • RedBuiltTM Open-Web Products Trusses Quantity Type Series De th a Fasten. • p 1 1 Appl. Profile Clear Span Pr.Length Pr.Load facmn.Loft Right Footage Notes Notes 10 T 38 X1 Red-H 40 115% Parallel 51'-2.25" 52.0 189.8 2-5,8'x3 2-5/S"x3 1976.0 • 10 T 4 X1W Red-H 40 115% Parallel 51-2.25" 52.0 189.8 2-5/8"x3 2-5/8"x3 208.0 • 10 T X1W BOM Load transfer blocks,double truss 92 LF • • 42 ' - ' Red-H Total 2184.0 • RedBuiltTM Open-Web Products Blocking • Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes Notes 10 C 310 3x8 Continuous(ft) Net 5.75 • RedBuiltTM Open-Web Products Bridging • Lineal Ft Type Size Grade Notes Notes • 10 C 557 2x4 • RedBuiltTM Open-Web Products Strut Bracing • Quantity Type Style Spacing Series Notes Notes 10 C 32 W6 24 Red-M/H • • II 10 C 120 W6 48 Red-M/H • RedBuiltT°Open-Web Products Cross Bracing • Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes • 10 136 B3R 48.000 One End Wind Uplift 30"+ I 40 • RedBuiltTM Products Bearing Plate IIILineal Ft Type Size Net Beveled Notched Grade Profile Angle Thick Thin Width W2 Notes Notes , 10 C 310 BP5 I 2x12 Nom Bev.(Sgl.) Not Notched P1 2.4 1.500 1.000 11.250 • Hardware• Quantity Type Description Notes Notes • 20.5 lb 10dx1.5"Nails • 168 5/8"x 3"Lag Screw • • • • • • • • • TeamBuilder 3.19 010:111953 Twality Middle School 2018 Addition 1 of 1 . 111953 Material List Approved For Production 1/10/2020,12:22 PM • 3 • • • III BUILT Material List • • RB Number 111953 Operator Sergey Puzhlyakov Project Name Twality Middle School 2018 Addition Office Hillsboro • Location Groshem,OR 411 Delivery D9:Aux Gym OW Comment • Plant Hillsboro Status Approved For Production • Report Type Check • RedBuilt Open-Web Products Trusses Faamn. Quantity Type Series Dentinal Appl. Profile Clear Span Pr.Length Pr.Load Faatnrs.Loll ear Footage Notes Notes • 9 T 14 _ Z1 Red-H 46 115% Parallel 70'-6.88" 72.0 136.0 2-54ex4 2-5/874 1008.0 • 9 T Z1 BOM Top chord nailer,0.75 x 3.5 plywood 1003.114 LF • 9 T 4 Z1D Red-H 46 115% Parallel 70.-6.88" 72.0 136.0 2-516"x4 2-5/874 298.0 • 9 T Z1 D BOM Load transfer blocks,double truss 96 LF 9 T Z1 D BOM Top chord nailer,0.75 x 3.5 plywood 286.604 LF • 9 T 4 Z1G Red-H 46 115% Parallel 70'-6.88" 72.0 136.0 2-5/8x4 2-5/8x4 288.0 • 9 T Z1 G Shop make 02 double red-h(s)gusseted only with inner ears clipped • 9 T Z1 G BOM Top chord nailer,0.75 x 3.5 lywood 286.604 LF 9 T 4 Z1H Red-H 46 115% I Parallel 70'-6.88" 72.0 104.3 2-5/8x4 2-5/8"x4 288.0 • 9 T Z1H BOM Top chord nailer,0.75 x 3.5 lywood 286.604 LF • 9 T 2 Z1HW Red-H 46 115% I Parallel 70'-6.88" 72,0 104.3 2-5/8-x4 2sr8"'4 144.0 • 9 T Z1HW BOM Load transfer blocks,double truss 48 LF 9 T Z1HW BOM Top chord nailer,0.75 x 3.5 plywood 143.302 LF • 9 T 14 22 Red-H 46 115% Parallel 70'-6.88" 72.0 136.0 2sre74 2-5/874 1008.0 • 9 T Z2 Shop install load transfer blocks at bottom pin 9,10,11,12,13,and 14 • 9 T Z2 BOM Top chord nailer,0.75 x 3.5 plywood 1003.114 LF • 9 T 2 Z2H Red-H 46 115% Parallel 70'-6.88" 72.0 104.3 2-5/1374 2rrs74 144.0 9 T Z2H Shop install load transfer blocks at bottom pin 9,10,11,12,13,and 14 • 9 T Z2H BOM Top chord nailer,0.75 x 3.5 plywood 143.302 LF • 9 T 2 Z3 Red-H 46 115% Parallel 57'-3.25" 58.0 102.8 2-5/8-x4 2-5/8x4 116.0 �,, • 9 T Z3 BOM Top chord nailer,0.75 x 3.5plywood 118.838 LF 1 • 9 T Z3 Su pp Single chord extension ( 2.583333 LF 9 T 2 Z4 Red-H 46 115% Parallel 7'-8.00" 9.0 155.0 2-5/8•x4 2-5/8-,4 18.0 • 9 T Z4 BOM Top chord nailer,0.75 x 3.5 plywood 16.942 LF • 48 - . - Red-H Total 3302.0 • RedBuilV' Open-Web Products Blocking • Quantity Type Size Length Net Custom Width Series 8 Clip Spacing Tight To Notes Notes 9 C 85 3x8 Continuous(ft) Net 6.5 • 9 C 85 4x8 Continuous(ft) Net 6.5 • RedBuilt."'Open-Web Products Bridging • Lineal Ft Type Size Grade Notes Notes • 9 C 960 I 2x4 52 9 Note 52 Cut 120 pieces,T-11.5"long • • RedBultr"Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes • 9 C 120 84 48.000 I 46 • TeamBuilder 3.19 D9:111953 Twality Middle School 2018 Addition 1 of 2 • 111953 Material List Approved For Production 1/14/2020,2:49 PM • 4 • • • • RedBuilt'Products Bearing Plate • Lineal Ft Type Sue Net Beveled Notched Grade Profile Angle Thick Thin Width W2 Notes Notes • 9 C 85 BP1 3x10 Nom Bev.(Sql.) Not Notched P1 2.4 2.500 2.313 9.250 9 C 85 BP2 3x10 Net Bev.(Sgl.) Not Notched P1 2.4 2.500 2.125 8.750 • Hardware QuantityTypo Oascriptlon Notes Notes • 26.0 lb 10dx1.5"Nails • 192 5/8"x 4"Lag Screw 9 66 Grade 5 Bolt 3/4"x 4.5" • 9 132 3/4"Washer 9 66 Nut 3/4" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TeamBuilder 3.19 D9:111953 Twality Middle School 2018 Addition 2 of 2 • 111953 Material List Approved For Production 1/14/2020,2:49 PM • 5 • • • • Ti2.49SPEC Project: 111953 Twality Middl Type: F15 Location: Tigard, OR • Folder: Ceiling Section E Date: 1/10/20 9:11 AM • RedSpec'" by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.10 Comment: • • 14" Red-I45TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS oh, Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 32% 717 2254 Snow(115%) 1.0D+1.05 All Spans PASS • Positive Moment(ft-lb) 32% 2033 6406 Snow(115%) 1.0D+1.05 All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fall Span Live 16% 0.089 0.567 L/999+ L/240 1.OD+1.05 All Spans PASS • Span Total 23% 0.130 0.567 L/999+ L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 111 Live Reaction,Critical(Ib)(DOL%) 493(115) 493(115) Dead Reaction(Ib) 227 227 • Total Reaction(Ib)(DOL%) 720(115) 720(115) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - . HANGERS Model Top Face Member Header Size Left U14X*SLU5 14-1Odx1.5" 6-1Ddxl.5" LSL 1.5x14 Right U14X*SLDS 14-l0dxl.5" 6-1Ddxl.5" LSL 1.5x14 • (* = Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 1/12 It .• • - - • 11'-3.625" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 18.6 0 0'-0.0"to 11'-3.625" Adds To Perp. drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). • •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Sloped length multiplier= 1.003. Bevel cut add= 1.17". 11111 • • • 1110 S:\_Sold Projects\llxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red a • 1/10/2020 9:11:13 AM 111953 Twality Middl :Ceiling Section E : F15 Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"''recommendations.The loads,spans,and spacing have been provided by others and must • be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'"associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec", Red-I", Red-I45", Red-I45L'", Red-I58",Red-165",Red-I65T'", Red-I90", Red-I90H•", Red-I90HS'",Red-LT",Red-W", Red-St", Red-M",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. 6 • • • • • 72ISPEC Project: Tigard, OR Twality Middl Location: Tigard, Type: F16@ceiling • Folder: Ceiling Section E Date: 1/10/20 8:40 AM • RedSpec' by RedBuilt' Designer: Sergey Puzhlyakov • v7.1.10 Comment: • 14" Red-I45T'" @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(lb) 42% 818 1960 Floor(100%) 1.0D+1.OL All Spans PASS • Positive Moment(ft-Ib) 81% 4519 5570 Floor(100%) 1.0D+1.OL All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 72% 0.533 0.737 L/498 L/360 1.OD+1.DL All Spans PASS • Span Total 71% 0.789 1.105 L/336 L/240 1.0D+1.OL All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 553(100) 553 (100) . Dead Reaction(lb) 265 265 Total Reaction(lb)(DOL%) 818(100) 818(100) . Bearing Flush Flush l Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75. Req'd Bearing,Stiffeners(in) - • HANGERS Model Top Face Member Header Size Left ITS1.81/14 4-l0dx1.5" 2-30dx1.5" 2-Strong-Grip Glulam DF/SP 3.5x13.5 • Right ITS1.81/14 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip Sawn DF 2x6 DBL • SPANS AND LOADS • Dimensions represent horizontal design spans. • __._ - • A • 22'-1.25" IP APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 25 12 0 24" Floor Joist • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Deflection analysis is based on composite action with 20 oc(19/32",5/8")sheathing,nailed only. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • • • • • • • • S:LSoid Projects\ltxxxx\1119xx\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 1/10/2020 8:40:39 AM 111953 Twality Middl:Ceiling Section E : F16®ceiling Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiR'" • associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBullt"",RedSpecT" Red-IT",Red-I45'",Red-I45L'",Red-I58'",Red-I65'" Red-I65T'", Red-I90T" Red-I90H",Red-I90HST",Red-LT",Red-WT",Red-ST", Red-MT",Red-HT",RedLam'",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright®2010-2019 RedBuilt LLC.All rights reserved. • 1111 • • • Project: 111953 Twality Middl Location: Tigard, Type: H3 perp.drift SPEC • Folder: Roof section C,D&E Date: 5/3/19 6:38 AM I• RedSpec'" by RedBuilt'" Designer: Sergey Puzhlyakov v7.1.9 Comment: • • 18" Red-I9OHTM @ 16" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 39M° 1431 3634 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-Ib) 64% 12594 19562 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 15% -4097 27216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 95% 1.137 1.194 L/376 L/360 1.DD+I.OS All Spans PASS Span Total 96% 1.721 1.791 L/250 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 954(115) 929(115) • Dead Reaction(Ib) 478 478 Total Reaction(Ib)(DOL%) 1432(115) 1407(115) • Net Uplift Reaction(Ib)(DOL%) -458(160) -458(160) Bearing Flush Flush Support Wall Ledger • Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left MIU3.56/16* 24-lodx1.5" 6-l0dx1.5" Glulam DF/SP 5.5x21 Right MIU3.56/16* 24-1Odx1.5" 6-1Odx1.5" Glulam DF/SP 5.125x21 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IL • • 41 7, • 35'-9.5" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 16" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Uniform psf Snow(115%) 13.9 0 0'-0.0"to 35'-9.5" Adds To II drift Uniform psf Wind(160%) -52 0 0'-0.0"to 35'-9.5" Adds To uplift • Tapered psf Snow(115%) 12.1 to 0 0 to 0 0'-0.0"to 3'-4.0" Adds To perp.drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). . •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • 4111 S:LLeads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 5/3/2019 6:38:49 AM 111953 Twality Middl : Roof section C,D&E : H3 perp.drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt""recommendations.The loads,spans,and spacing have been provided by others and must . be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'"associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt",RedSpec",Red-I",Red-145T",Red-I45L'",Red-I58T",Red-I65'",Red-I65TT", Red-190T", Red-I90HT", Red-190HST",Red-LT",Red-LT",Red- WT",Red-ST",Red-M",Red-HT", RedLam'",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 8 • reserved. 41 • • 1 e,l1SPEC Project: Tigard, Twality Middl Location: Tigard, Type: K2@ I I drift • Folder: Roof section C,D&E Date: 5/1/19 9:19 AM • Redspecr" by RedBuiltr" Designer: Sergey Puzhlyakov . v7.1.9 Comment: • 18" Red-I65TM @ 2411 o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 52% 1838 3542 5now(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-Ib) 86% 10251 11937 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 140/0 -2384 16608 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(In) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 88% 0.656 0.744 L/408 L/360 1.OD+1.05 All Spans PASS Span Total 78% 0.866 1.116 L/309 L/240 1.0D+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1393(115) 1393(115) 0 Dead Reaction (1b) 446 446 Total Reaction(Ib)(DOL%) 1839(115) 1839(115) Net Uplift Reaction(Ib)(DOL%) -428(160) -428(160) Bearing Flush Flush • Support Beam Ledger Req'd Bearing,No Stiffeners(in) 2.52 2.52 Req'd Bearing,Stiffeners(in) 1.75 1.75 • HANGERS Model Top Face Member Header Size • Left MIU2.56/11* 20-lodx1.5" 6-10dx1.5" Glulam DF/SP 5,5x21 Right MIU2.56/11* 20-l0dx1.5" fi-10dx1.5" Glulam DF/SP 5,125x21 • (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 R a a • ___... __... _._. - ______---r • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment 411 Uniform psf Snow(115%) 37.5 0 0'-0.0"to 22'-3.5" Adds To II drift Uniform psf Wind(160%) -52 0 0'-0.0"to 22'-3.5" Adds To wind • NOTES a • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red a • 5/1/2019 9:19:55 AM 111953 Twality Middl : Roof section C,D&E : K2@ I I drift Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed In accordance with local building code requirements and RedBuiltr" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuiltr", RedSpec", Red-I", Red-I45'",Red-I45L",Red-I58",Red-I65-'*,Red-I65T'",Red-I90",Red-I90Hr",Red-I90HSr",Red-L",Red-LT",Red- W",Red-S",Red-M",Red-H", RedLamT",FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 9 • reserved. • • • • Project: 111953 y Middl Type: K3 jt2t2'SPEC Location: Tigard, OR • Folder: Roof section C,D&E Date: 5/1/19 9:26 AM • RedSpecT" by RedBuiltT" Designer: Sergey Puzhlyakov v7.1.9 Comment: • • 18" Red-I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS °7o Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 44% -1541 3542 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 75% 8963 11937 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 22% -3639 16608 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 700/0 0.647 0.919 L/511 L/360 1.OD+1.05 All Spans PASS Span Total 81% 1.116 1.378 L/296 L/240 1.0D+1.05 All Spans PASS • SUPPORTS Support I Support 2 Live Reaction,Critical(Ib)(DOL%) 803(115) 991 (115) '� • Dead Reaction(Ib) 551 551 Total Reaction(Ib)(DOL%) 1354(115) 1542(115) • Net Uplift Reaction(Ib)(DOL%) -529(160) -529(160) Bearing Flush Flush Support Ledger Beam • Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) -Ill - HANGERS Model Top Face Member Header Size • Left MIU2.56/11* 20-10dx1.5" 6-10dx1.5" Glulam DF/SP 5.5x21 Right MIU2.56/11* 20-SOdx1.5" 6-10dx1.5" Glulam DF/SP 5.125x21 (* =Web stiffeners required) 4111 • SPANS AND LOADS i Dimensions represent horizontal design spans. Member Slope: 0.5/12 It a • • 27'-6.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type • Uniform psf Snow(1150/0) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment a Uniform psf Wind(160%) -52 0 0'-0.0"to 27'-6.5" Adds To wind Tapered psf Snow(115%) 19 to 0 D to 0 0'-0.0"to 5'-0.0" Adds To drift iti Uniform psf Snow(115%) 37.5 0 23'-3.0"to 27'-6.5" Adds To • NOTES • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • •Sloped length multiplier= 1.001. Bevel cut add= 0.75". • • • III S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • a5/1/2019 9:26:11 AM 111953 Twality Middl : Roof section C,D&E: K3 Page 1 of 1 a The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" 11111 associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'",RedSpec'", Red-I", Red-I45T", Red-I45LT", Red-I58", Red-I65", Red-165T",Red-I90",Red-I90HT",Red-I90HS", Red-LT",Red-LT", Red- WT",Red-ST", Red-MT",Red-HT",RedLam'",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 10 • reserved. a • •• GIdSPEC Project: 111953 Twality Middl Location: Tigard, OR Type: K3@FA I • Folder: Roof section C,D&E Date: 5/6/19 4:37 PM • RedSpec" by RedBuilt" Designer: Sergey Puzhlyakov v7.1.9 Comment: • • 18" Red-I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(lb) 390/0 1388 3542 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 65% 7806 11937 Snow(115%) 1.0D+1.OS All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 56% 0.517 0.919 L/639 L/360 1.OD+1.05 All Spans PASS • Span Total 72% 0.987 1.378 L/335 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb) (DOL%) 838(115) 634(115) Dead Reaction(lb) 551 551 • Total Reaction(lb) (DOL%) 1389(115) 1186(115) Bearing Flush Flush • Support Ledger Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 • Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left MIU2.56/11* 20-1Odx1.5" 6-10dx1.5" Glulam DF/SP 5.5x21 Right MIU2.56/11* 20-1Odx1.5" 6-1Odx1.5" Glulam DF/SP 5.125x21 • (* = Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 It 411 • • 27'-6.5" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof joist • ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment 0 Point lb Snow(115%) 1725 0 7'-10.5" Adds To FA down Point lb Snow(115%) -1725 0 8'-10.0" Adds To • Tapered psf Snow(115%) 19 to 0 0 to 0 0'-0.0"to 5'-0.0" Adds To drift • NOTES •Building code and design methodology: 2012 IBC ASD(US). • •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • •Web stiffeners tight to top flange are required at point loads of 1500 pounds or greater.See the RedBuilt"design guide for installation requirements. •Sloped length multiplier= 1.001. Bevel cut add=0.75". • • • • • S:LLeads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • • 5/6/2019 4:37:43 PM 111953 Twality Middl : Roof section C,D&E: K3©FA I I Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt", RedSpec",Red-I",Red-I45",Red-I45L",Red-I58",Red-I65TM,Red-I65T",Red-I90'',Red-I90H",Red-I90HS",Red-L",Red-LT'',Red- W'", Red-S",Red-M",Red-H", RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC. All rights 11 • reserved. 0 • • • IGIJSPEC Project: 111953 Twality Middl Location: Tigard, OR Type: K3@FA perp.down • Folder: Roof section C,D&E Date: 5/2/19 9:33 AM • RedSpecT" by RedBuiltT"' Designer: Sergey Puzhlyakov v7.1.9 Comment: 40 • DOUBLE 18" Red-I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail • Shear(Ib) 340/0 2440 7084 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 72% 17234 23874 Snow(115%) 1.OD+1.05 All Spans PASS 1� • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 83% 0.760 0.919 L/435 L/360 1.OD+1.05 All Spans PASS . Span Total 72% 0.994 1.378 L/333 L/240 1.OD+1.0S All Spans PASS SUPPORTS Support I Support 2 . Live Reaction,Critical(Ib)(DOL%) 1891(115) 1212(115) Dead Reaction(Ib) 551 551 . Total Reaction(Ib)(DOL%) 2442(115) 1763(115) Bearing Flush Flush . Support Ledger Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 • Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size 1 • Left MIU5.12/18* 26-10dx1.5" 6-10dx1.5" Glulam DF/SP 5,5x21 'i RIght MIU5.12/18* 26-10dx1.5" 6-10dx1.5" Glulam DF/SP 5.125x21 • (*=Web stiffeners required) • SPANS AND LOADS • Dimensions represent horizontal design spans. Member Slope: 0.5/12 It I IIIP III • 27'-6.5" • APPLICATION LOADS • Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist • ADDITIONAL LOADS • Type Units DOL Live Dead Location from left Application Comment Point lb Snow(115%) 863 0 7'-10.5" Adds To FA down Point lb Snow(115%) 863 0 8'-10.0" Adds To FA down • NOTES . •Building code and design methodology: 2012 IBC ASD(US). •Birdsmouth and beveled plate conditions require additional consideration. • •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Connect multiple ply members per RedBuilt"Installation Guidelines. • •Sloped length multiplier= 1.001. Bevel cut add=0.75". • 1111 III • S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red • . 5/2/2019 9:33:25 AM 111953 Twality Middl : Roof section C,D&E : K3@FA perp.down Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . RedBuilt",RedSpec'",Red-I'",Red-I45T",Red-I45L'",Red-I58",Red-I65' ,Red-165T'", Red-I90",Red-1901-1T",Red-190HST",Red-LT",Red-LT",Red- W'",Red-ST", Red-M",Red-FIT", RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuiit LLC.All rights 12 • reserved. • • ` ?SPEC Project: 111953 Twality Middl Type: K3@FA perp.up Location: Tigard, OR • Folder: Roof section C,D&E Date: 5/2/19 9:34 AM • RedSpecr" by RedBuilt" Designer: Sergey Puzhlyakov . v7.1.9 Comment: • DOUBLE 18" Red-I65TM @ 24" o.c. • This product meets or exceeds the set design controls for the application and loads listed III DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 17% 1239 7084 Snow(115%) 1.OD+1.0S All Spans PASS• Positive Moment(ft-lb) 36% 8537 23874 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 19% -6187 33216 Wind(160%) 0.6D+0.6W All Spans PASS • DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail • Span Live 32%Span Total 38% 0.293 0.919 L/999+ L/360 1.OD+1.05 All Spans PASS 0.528 1.378 L/627 L/240 1.OD+1.05 All Spans PASS • SUPPORTS Support I Support 2 Live Reaction,Critical(Ib)(DOL%) 689(115) 689(115) • Dead Reaction(Ib) 551 551 Total Reaction(Ib)(DOL%) 1240(115) 1240(115) • Net Uplift Reaction(Ib)(DOL%) -672(160) -106(160) Bearing Flush Flush Support Ledger Beam• Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - • HANGERS Model Top Face Member Header Size • Left MIU5.12/18* 26-lodx1.5" 6-10dx1.5" Glulam DF/SP Glulam DF/SP 5.5x21 Right MIU5.12/18* 26-SOdx1.5" 6-SOdx1.5" 5.125x21 . (*=Web stiffeners required) • SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 IC • M z. • 27'-6.5" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type II Uniform psf Snow(115%) 25 20 0 24" Snow Roof Joist IP ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment • Point lb Wind(160%) -1200 0 7'-10.5" Adds To FA up Point lb Wind(160%) -1200 0 8'-10.0" Adds To FA up • NOTES • • Building code and design methodology: 2012 IBC ASD(US). • Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • • Net uplift over 200 lb detected. •Connect multiple ply members per RedBuilt•"Installation Guidelines. 111 •Sloped length multiplier= 1.001. Bevel cut add= 0.75". • • • • S:\ Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red 0 • 5/2/2019 9:34:17 AM 111953 Twality Middl : Roof section C,D&E: K3@FA perp.up Page 1 of 1 • The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt'" • associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • RedBuilt'", RedSpec•",Red-I'",Red-I45",Red-I45L`",Red-I58^',Red-I65^4,Red-I65T'",Red-I90'",Red-I90H",Red-I90HS'", Red-LT",Red-L7",Red- W", Red-Sr",Red-MT", Red-HT",RedLam'",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 13 • reserved. • • • • ' e,C1BUILT Project:Twality Middle School Add'n Type:X1 Location:Tigard, OR Qty:38 • RedOpenWeb,"v5.0.25 Delivery:R10 Project Number: 111953 • 1/10/2020 11:23:07 AM PAGE 1 Del. Desc.:Roof,Commons • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • `L Reference Span=52'1.000" al."--,�I • t 5.38" 5.38",,---•2.63" 2.63" ts • 40.000"Red-HTM' OPEN WEB TRUSS • - , �I Parallel Profile „---_- • 11.25" ' 11.25" Clear Span=51'2.250" I � .. Top Chord Slope=.5/12 --- - • N aoe• 2.00".4 All dimensions are horizontal. Product diagram Is conceptual. LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. • Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 48.000'O.C. and: • LOAD GROUP#1 @ 48.000"O.C.-uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 -3.250"to 52'4.250" Replaces TC uplift Uniform(psf) W(1.60) 0 0 7.375"to 51'5.625" Replaces BC bottom chord 0psf • LOAD GROUP#2 @ 36.000"O.C.-side frame&drift @ DBL • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) S(1.15) 9.5 0 -3.250"to 52'4.250" Adds to TC drift Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L • LOAD GROUP#3 @ 36.000"O.C.-fall protection II load • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 1725 0 24'11.375" Adds to TC,on chord(s) l(load,down • Point(lbs) S(1.15) -1725 0 25'10.875" Adds to TC,on chord(s) II load,up Uniform(plf) S(1.15) 0 7.8 -3.250"to 52'4.250" Adds to TC 2P/L • LOAD GROUP#4 @ 36.000"O.C.-fall protection perp.load • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 863 0 24'11.375" Adds to TC,on chord(s) perp.load • Point(lbs) S(1.15) 863 0 25'10.875" Adds to TC,on chord(s) perp.load • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L LOAD GROUP#5 @ 36.000"O.C.-fall rest.perp load up • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(lbs) S(1.15) -863 0 24'11.375" Adds to TC,on chords) pe p.load Point(lbs) S(1.15) -863 0 25'10.875" Adds to TC,on chords) perp.load • LOAD GROUP#6 @ 48.000"O.C.-fan+drift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 75 26'0.000" Adds to BC,on chord(s) fan 150#/2 • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L • Tapered(psf) S(1.15) 8 to 0 0 to 0 6.000"to 2'6.000" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 49'7.000"to 51'7.000" Adds to IC drift • LOAD GROUP#7 @ 36.000"O.C.-fall rest.perp&top 2P1L • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 863 0 6'11.300" Adds to TC,on chord(s) perp.load • Point(lbs) S(1.15) 863 0 T 10.800" Adds to TC,on chord(s) perp.load Uniform(plf) S(1.15) 0 7.8 3.250"to 52'4.250" Adds to TC 2P/L • • • Copyright©2017 by RedBuilt LLC Red-rP"and RedOpenWeb"'are trademarks of RedBult LLC,Boise,Idaho,USA. 14 • RedBuilt^'is a trademark of RedBuitt LLC,Boise,Idaho,USA. • • • WBIJ/LT Project:Twality Middle School Add'n Type:X1 • RedOpenWebTM v5.0.25 1/10/2020 11:23:07 AM PAGE 2 • LOAD GROUP#8 @ 36.000"O.C.-FA@ north perp.&2P/L • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(lbs) S(1.15) 863 0 46'7.500" Adds to TC,on chord(s) perp.load Point(lbs) S(1.15) 863 0 47'7.000" Adds to TC,on chord(s) perp.load • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L • LOAD GROUP#9 @ 36.000"O.C.-FA@south perp.&2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(Ibs) S(1.15) -863 0 46'7.500" Adds to TC,on chord(s) perp.load • Point(Ibs) S(1.15) -863 0 47'7.000" Adds to TC,on chord(s) perp.load (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle: 0°) • Material: Plate(s) Material: Plate(s) Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.8% (Design/Allowable) • Wood allowable design values have been reduced 5.0%due to end user request. • Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM • Total Load(Ibs) 5236 S(1.15) -2003 W(1.60) 5320 S(1.15) -2005 W(1.60) • Live Load(Ibs) 3464 -2009 3548 -2011 DEFLECTIONS&CAMBER:• Deflection(Total Load) Span: 1.644"(L/373) • Deflection(Live Load) Span: 1.079"(U569) • Center Span Camber: 1.079", Recommended ADDITIONAL NOTES:• -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product • values shown are in accordance with current RedBuillm materials and code accepted design values. RedBuiltT'" Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific • application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. • -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt"" custom products listed above with chords analyzed using RedBuiltm analysis. • -Pricing Load=189.8 plf • OPERATOR INFORMATION • Sergey Puzhlyakov (503)615-4385 • • • • • • • • • • • • Copyright©2017 by RedBuilt LLC Red-1-1"'end RedOpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 15 • RedBuir''is a trademark of RedBuilt LLC,Boise,Idaho,USA. • • •/• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / BUI LT DO NOT SCALE THIS TRUSS PROFILE Red*OpenWeD"v5.0.25 1N 0/2020 11:23:07 AM 2 Q 31.971" t 8.95" 8.70" 31.971"; 13 39.884" i j o1V' i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • e . 2#2 31.946" 17.04' 19.67" 31.946" 12 39.853" T f } i } 51'1.874" Left First Web Distance: 19.942" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2-2 X 6 2400FB MSR Camber: 1.079" Bottom Chord Slope: 0.500/12 Red-Wm SERIES LEGEND 0 Z-Clip with base plates ci LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:X1 Z-Clip with base plates @Il RIGHT TOP PIN#17. Location:Tigard,OR Quantity:38 • 1 1/4"DIA.PIN 0 3/4"DIA.PIN Delivery: R10 Project Number: 111953 0WEB,1 1/2"DIA.&WEB GAUGE 12"DIA. - CopyrigM®2017 by RedBulk LLC Red-11".and RedOpenWob'"an trademarks of RedBulk LLC,Bohm,Idaho. RedBnlltTM Is a trademark of RedBuik LLC,Boise,Idaho,USA 16 • • BU/LT Project:Twality Middle SchoolAdd'n Type:X1W Location:Tigard,OR Qty:4 Delivery: R10 Project Number: 111953 • RedOpenWebTM v5.0.25 1/10/2020 11:23:24 AM PAGE 1 Del.Desc.:Roof,Commons • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 0.7' Reference Span=52'1.000" gob--�� • H 5.38" 5.38"}-+ ti2.63" 2.63"}-} • - 40.000"Red-HTM1 OPEN WEB TRUSS • 'Parallel Profile �-- - 1- • 11.25" Clear Span=51'2.250" , 11.25" • ./ Top Chord Slope=.5/12 • •. 2.00" 2.00"►} • All dimensions are horizontal. Product diagram Is conceptual. • LOADS: . Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord), @ 48.000"O.C. and: • LOAD GROUP#1 @ 48.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT . Uniform(psf) W(1.60) -19.1 .1 -3.250"to 52'4.250" Replaces TC uplift Uniform(psf) W(1.60) 0 0 7.375"to 51'5.625" Replaces BC bottom chord Opsf • LOAD GROUP#2 @ 36.000"O.C-side frame&drift @ DBL • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 9.5 0 -3.250"to 52'4.250" Adds to TC drift • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L • LOAD GROUP#3 @ 36.000"O.C.-fall protection II load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(Ibs) S(1.15) 1725 0 24'11.375" Adds to TC,on chord(s) lI load,down • Point(Ibs) S(1.15) -1725 0 25'10.875" Adds to TC,on chord(s) l�load, up Uniform(plf) S(1.15) 0 7.8 3.250"to 52'4.250" Adds to TC Hoed, • LOAD GROUP#4 @ 36.000"O.C.-fall protection perp.load • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 863 0 24'11.375" Adds to TC,on chord(s) perp.load • Point(Ibs) S(1.15) 863 0 25' 10.875" Adds to TC,on chord(s) perp.load Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L • LOAD GROUP#5 @ 36.000"O.C.-fall rest.perp load up • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) -863 0 24'11.375" Adds to TC,on chord(s) perp.load • Point(Ibs) S(1.15) -863 0 25'10.875" Adds to TC,on chord(s) perp.load • LOAD GROUP#6 @ 48.000"O.C.-fan+drift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 75 26'0.000" Adds to BC,on chord(s) fan 150#/2 • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L Tapered(psf) S(1.15) 8 to 0 0 to 0 6.000"to 2'6.000" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 49'7.000"to 51'7.000" Adds to TC drift • LOAD GROUP#7 @ 36.000"O.C.-fall rest.perp&fop 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(lbs) S(1.15) 863 0 6'11.300" Adds to TC,on chord(s) perp.load Point(lbs) S(1.15) 863 0 7'10.800" Adds to TC,on chord(s) perp.load • Uniform(plf) S(1.15) 0 7.8 3.250"to 52'4.250" Adds to TC 2P/L • • • Copyright C 2017 by RedBuilt LLC Red-HTM and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 17 • • • • edB j j,T Project:Twality Middle SchoolAdd'n Type:X1W • RedOpenWebTM v5.0.25 1/10/2020 11:23:24AM PAGE 2 • LOAD GROUP#8 @ 36.000"O.0-FA@ north perp.&2P/L • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(Ibs) S(1.15) 863 0 46'7.500" Adds to TC,on chord(s) perp.load Point(Ibs) S(1.15) 863 0 47'7.000" Adds to TC,on chord(s) perp.load • Uniform(plf) S(1.15) 0 8 7.375"to 51'5.625" Adds to BC 2P/L LOAD GROUP#9 @ 36.000"O.C.-FA@south perp.&2P/L • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT ` Point(Ibs) S(1.15) -863 0 46'7.500" Adds to TC,on chord(s) perp.load Point(Ibs) S(1.15) -863 0 47'7.000" Adds to TC,on chord(s) perp.load ' 411 (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Plate(s) Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.8% (Design/Allowable) • Wood allowable design values have been reduced 5.0%due to end user request. • Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM • Total Load(Ibs) 5236 S(1.15) -2003 W(1.60) 5320 S(1.15) -2005 W(1.60) • Live Load(lbs) 3464 -2009 3548 -2011 DEFLECTIONS&CAMBER: • Deflection(Total Load) Span: 1.644"(U373) • Deflection(Live Load) Span: 1.079"(U569) • Center Span Camber: 1.079", Matched to X1 ADDITIONAL NOTES:• IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product • values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuilt Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific • application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774,LAC RR 22614,and DSA. • -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with • chords analyzed using RedBuiltTM analysis. -Pricing Load= 189.8 plf • OPERATOR INFORMATION • Sergey Puzhlyakov (503)615-4385 • • • • • • • • • • • Copyright®2017 by RedBuilt LLC Red-HP"and RedOpenWebTM are Trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedBuilt''is a trademark of RedBuilt LLC,Boise,Idaho,USA. 18 • • • • •/•j]• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • €7<e),(! Buhr DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.25 1/10/2020 11:23:24 AM 2 @ 31.971" 8.95" 8.70" 31.971" 13 Q 39.884" • 40 • 0 t 1 1 t 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 2@31.946" , 17.04" 19.67" 31.946" 12 @ 39.859" 51'1.874" Left First Web Distance: 19.942" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2-2 X 6 2400FB MSR Camber: 1.079" Bottom Chord Slope: 0.500/12 Red-HTM SERIES LEGEND Z-Clip with base plates C@ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:X1 W Z-Clip with base plates @ RIGHT TOP PIN#17. Location:Tigard,OR Quantity:4 • 1 1/4"DIA.PIN o 3/4"DIA.PIN Delivery: R10 Project Number:111953 ? WEB,1 1/2"DIA.&WEB GAUGE 12"DIA, Copyright®2017 by RedBulB LLC Red41"',and RadOpenWebTM are trademarks o1 RedBulk LLC,Belw,Idaho. RsdBuih""Is a trademark of RedBuil LLC,Boise,Idaho,USA 19 • • \e, ,/�BV iLT Project:Twality Middle School 2018 Add Type:Z1 Location:Tigard,OR Qty: 14 • RedOpenWebTM v5.0.25 Delivery:R9 Project Number: 111953 1/22/2020 11:25:27 AM PAGE 1 Del. Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • " Reference Span=71'9.000" ~ • `1f� 0.50" .• 2.63" 46.000"Red-HT"" OPEN WEB TRUSS 2s3"�} • G Parallel Profile 9.25" ` „ Clear Span=70'6.875" 9.75" N Top Chord Slope=-.25/12 • tt 2.00" 2.00"}� • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC O live bottom chord • LOAD GROUP#2 @ 24.000"O.C.-MU w/screen,&hoopl,2 • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(Ibs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 . Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift Tapered(psf) S(1.15) 8 to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 47'6.000"to 49'6.000" Adds to TC drift Point(Ibs) S(1.15) 45 204 49'4.750" Adds to 8C,on chord(s) hoop#1(R2/2) • Point(Ibs) S(1.15) 25 185 59'9.750" Adds to BC,on chord(s) hoop#1(R1/2) Point(Ibs) S(1.15) 48 197 23'2.000" Adds to BC,on chord(s) hoop#2(R2/2) • Point(Ibs) S(1.15) 48 197 29'11.000" Adds to BC,on chord(s) hoop#2(R212) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent • Point(lbs) W(1.60) -3500 0 49'0.000" Adds to TC,on chords) MS post up Point(lbs) W(1.60) 3500 0 50'0.000" Adds to TC,on chords) MS post down • Point(lbs) S(1.15) 0 200 49'6.000" Adds to TC,on chord(s) screen post DL • LOAD GROUP#3 @ 24.000"O.0-DBL@ side frame+perp.drift+hoop2 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) S(1.15) 15.8 0 3.125"to 71'10.750" Adds to TC drift . Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#pl equivalent Tapered(psf) S(1.15) 3.2 to 0 0 to 0 9.750"to 1'7.500" Adds to TC drift • Point(Ibs) S(1.15) 38 171 23'2.000" Adds to BC,on chord(s) hoop#2 Point(Ibs) S(1.15) 38 171 29'11.000" Adds to BC,on chord(s) hoop#2 • Point(Ibs) W(1.60) 95 0 49'2.500" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 95 0 50'0.500" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 0 54'4.750" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 0 55'2.750" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 0 59'6.875" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 0 60'4.875" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 0 64'9.125" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 0 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 0 69'11.250" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 95 0 70'9.250" Adds to TC,on chord(s) screen wind down • • • • Copyright®2017 by RedBuilt LLC Red-H"'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. 20 • RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 0 • 411 • ';, CIi7 tU+(LT Project:Twality Middle School 2018 Add Type:Z1 • RedOpenWebTM v5.0.25 1/22/2020 11:25:27AM PAGE 2 • LOAD GROUP#4 @ 24.000"O.C.-uplift&II MUscreen O TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC net uplift(ASD) Uniform(psf) W(1.60) 0 0 11.750"to 71'2.625" Replaces BC bottom chord 0=psf • Point(Ibs) W(1.60) -95 25 49'2.500" Adds to TC,on chords) screen wind up Point(Ibs) W(1.60) -95 25 50'0.500" Adds to TC,on chords) screen wind up • Point(Ibs) W(1.60) -190 25 54'4.750" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 55'2.750" Adds to TC,on chord(s) screen wind up . Point(lbs) W(1.60) -190 25 59'6.875" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 60'4.875" Adds to TC,on chord(s) screen wind up • Point(lbs) W(1.60) -190 25 64'9.125" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 65'7.125" Adds to TC,on chord(s) screen wind up • Point(Ibs) W(1.60) -95 25 69'11.250" Adds to TC,on chord(s) screen wind up • Point(Ibs) W(1.60) -95 25 70'9.250" Adds to TC,on chord(s) screen wind up LOAD GROUP#5 @ 24.000"O.C.-down @((MU screen+(Idrift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT . Point(lbs) W(1.60) 95 50 49'2.500" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 95 50 50'0.500" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 50 54'4.750" Adds to TC,on chords) screen wind down Point(Ibs) W(1.60) 190 50 55'2.750" Adds to TC,on chords) screen wind down • Point(lbs) W(1.60) 190 50 59'6.875" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 60'4.875" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 50 64'9.125" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 65'7.125" Adds to TC,on chord(s) screen wind down 1 • Point(Ibs) W(1.60) 95 50 69'11.250" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 95 50 70'9.250" Adds to TC,on chord(s) screen wind down • Uniform(plf) S(1.15) 0 5.6 11.750"to 71'2.625" Adds to BC 200#PL equivalent Unifomt(psf) S(1.15) 4 0 49'6.000"to 71'10.750" Adds to TC drift • (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only . DESIGN DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.4% (Design/Allowable) • Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 4822 S(1.15) -1586 W(1.60) 4919 W(1.60) -2512 W(1.60) • Live Load(Ibs) 2976 -1615 3167 -2642 • DEFLECTIONS&CAMBER: • Deflection(Total Load) Span:2.857"(L/296) Deflection(Live Load) Span: 1.749"(L1484) • Center Span Camber: 1.368",Recommended • ADDITIONAL NOTES: • -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilfm materials and code accepted design values. RedBuiltT'" Engineering has verified • the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: • ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. • -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM'custom products listed above with chords analyzed using RedBuiltn'analysis. • -Pricing Load=136.0 plf • OPERATOR INFORMATION Sergey Puzhlyakov • (503)615-4385 • • Copyright®2017 by RedBuilt LLC Red-H"'and RedOpenWebTM are trademarks of RedBuitt LLC,Boise,Idaho,USA. • RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -i letinz i I I/ e DO NOT SCALE THIS TRUSS PROFILE RedOp.nW.bTM v5.0.25 112212020 11:25:27 AM 6.88• f 411.500" 11 0 84.208" 48 • 4f' 1 i ' • — • o t 1 e t 1 1 1 29.75• to a 48.T71" 1 84.188- ff 111 - 155.409" 22.81" 46.771" }---- _ 70'8A99" Left First Web Distance: 32.104" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 1-2 X 6 2400FB MSR Camber: 1.368" Bottom Chord Slope: -0.250/12 Red-HTM SERIES LEGEND .1 Z-Clip with base plates 4 LEFT TOP PINS 1, m Z-Clip with base plates @ RIGHT TOP PINS 15. P 'Draft/Middle School 2018 Add Truss ID:Z7 Location:Tigard,OR Quantity:14 • 1 1/4'DIA.PIN , 3/4"DIA.PIN Delivery:R9 Project Number:111953 I WEB,1112"DIA.5,WEB GAUGE I... 2"DIA. - --_ Capnid,le 2017 by R.deuilt LLC 1 6 ROW(S)OF BRIDGING AT PIN(S): 3 LI,5 Lt,7 Lt,9 Lt,11 Lt,13 Lt e.e+1'•,me a.depnWeb'-an b.e.marks or R.dSee LLC,Berm,tl.he. R.dISt'•As s.d.smeh aa.deu 1 LLC,&1..,Mahe,USA 22 • de, e LJ B >I LT Project:Twality Middle School 2018 Add Type:Z1 D \ Location:Tigard,OR Qty:4 • RedOpenWebTM v5.0.25 Delivery:R9 Project Number: 111953 1/22/2020 11:25:46AM PAGE 1 Del.Desc.:Aux Gym Roof • . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • (lir Reference Span=71'9.000" - ►A • 0.50" •7 2.63" 2.63"7} • 46.000" Red-HTM' OPEN WEB TRUSS • Parallel Profile .25" ., ',' 8.75' Clear Span=70'6.875" • "\ Top Chord Slope=-.25/12 • }, 2.00" 2.00"ti All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 24.000"O.C.-MU w/screen,&hoopl,2 • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(lbs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift • Tapered(psf) S(1.15) 8 to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 4T 6.000"to 49'6.000" Adds to TC drift • Point(Ibs) S(1.15) 45 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) Point(lbs) S(1.15) 25 185 59'9.750" Adds to BC,on chord(s) hoop#1(R1/2) Point(Ibs) S(1.15) 48 197 23'2.000" Adds to BC,on chord(s) hoop#2(R2/2) • Point(Ibs) S(1.15) 48 197 29'11.000" Adds to BC,on chord(s) hoop#2(R2/2) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent • Point(lbs) W(1.60) -3500 0 49'0.000" Adds to TC,on chord(s) MS post up Point(lbs) W(1.60) 3500 0 50'0.000' Adds to TC,on chord(s) MS post down • Point(lbs) S(1.15) 0 200 49'6.000' Adds to TC,on chord(s) screen post DL • LOAD GROUP#3 @ 24.000"O.C.-DBL@ side frame+perp.drift+hoop2 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) S(1.15) 15.8 0 3.125"to 71'10.750" Adds to TC drift • Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#pl equivalent Tapered(psf) S(1.15) 3.2 to 0 0 to 0 9.750"to 1'7.500" Adds to TC drift Point(lbs) S(1.15) 38 171 23'2.000" Adds to BC,on chord(s) hoop#2 • Point(lbs) S(1.15) 38 171 29'11.000" Adds to BC,on chord(s) hoop#2 Point(Ibs) W(1.60) 95 0 49'2.500" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 95 0 SD'0.500" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 0 54'4.750" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 0 55'2.750" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 0 59'6.875" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 0 60'4.875" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 0 64'9.125" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 0 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 0 69'11.250" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 95 0 70'9.250" Adds to TC,on chord(s) screen wind down • • • Copyright®2017 by RedBuilt LLC Red-FP"'and RedOpenWeb'are trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedBuily'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 23 • • • • ` $U I LT Project:Twality Middle School 2018 Add Type:Z1 D • RedOpenWeb'"v5.0.25 1/22/2020 11:25:46AM PAGE 2 III LOAD GROUP#4 @ 24.000"O.C.-uplift 8 II MUscreen • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Ili Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC net uplift(ASD) Uniform(psf) W(1.60) 0 0 11.750"to 71'2.625" Replaces BC bottom chord 0=psf • Point(lbs) W(1.60) -95 25 49'2.500" Adds to TC,on chord(s) screen wind up Point(lbs) W(1.60) -95 25 50'0.500" Adds to TC,on chord(s) screen wind up • Point(lbs) W(1.60) -190 25 54'4.750" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 55'2.750" Adds to TC,on chord(s) screen wind up Point(lbs) W(1.60) -190 25 59'6.875" Adds to TC,on chord(s) screen wind up Point(lbs) W(1.60) -190 25 60'4.875" Adds to TC,on chord(s) screen wind up III Point(lbs) W(1.60) -190 25 64'9.125" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 65'7.125" Adds to TC,on chord(s) screen wind up • Point(Ibs) W(1.60) -95 25 69'11.250" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -95 25 70'9.250" Adds to TC,on chord(s) screen wind up • LOAD GROUP#5 @ 24.000"O.C.-down @ II MU screen+Ildrift IP TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(lbs) W(1.60) 95 50 49'2.500" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 95 50 50'0.500" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 50 54'4.750" Adds to TC,on chords) screen wind down Point(Ibs) W(1.60) 190 50 55'2.750" Adds to TC,on chords) screen wind down • Point(lbs) W(1.60) 190 50 59'6.875" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 50 60'4.875" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 50 64'9.125" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 50 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 50 69'11.250" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 95 50 70'9.250" Adds to TC,on chord(s) screen wind down Uniform(plf) S(1.15) 0 5.6 11.750"to 71'2.625" Adds to BC 200#PL equivalent • Uniform(psf) S(1.15) 4 0 49'6.000"to 71'10.750" Adds to TC drift (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.1% (Design/Allowable) • Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 4822 S(1.15) -1586 W(1.60) 4919 W(1.60) -2512 W(1.60) • Live Load (Ibs) 2976 -1615 3167 -2642 • DEFLECTIONS&CAMBER: • Deflection(Total Load) Span:2.855"(U297) Deflection(Live Load) Span: 1.748"(L/484) • Center Span Camber: 1.368", Matched to Zt • ADDITIONAL NOTES: • -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified • the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: • ICC ES Report No.ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM' custom products listed above with 410 chords analyzed using RedBuiltTM analysis. • -Pricing Load= 136.0 plf • OPERATOR INFORMATION Sergey Puzhlyakov • (503)615-4385 • • Copyright 5 2017 by RedBuilt LLC Red-H'and RedOpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 24 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • <e)(91 3 e i i LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 122/2020 11:25:46 AM 688" 411.800" 11 Q 84.208" 46. 12 0 48.800" 8.26" 1 11 t t i 1 1 1 1 1 1 1 1 1 1 1 7' • 29.75" l4&771" 10 N.188" " e o — " — o _ o — -- 55.480" 1 22.81" 48.T71" 111I 7170.499" Left First Web Distance: 32.104" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2.2 X 6 2400F8 MSR Camber: 1.366" Bottom Chord Slope: -0.250112 Red-HTM SERIES LEGEND C Z-Clip with base plates @ LEFT TOP PIN* 1. Protect:Twallty Middle School 2018 Add Truss ID:Z1D Z-Clip with base plates ® RIGHT TOP PRIM 15. Location:Tigard,OR Quantity:4 • 1 1/4"DIA.PIN o 3/4"DIA.PIN Delivery:R9 Project Number:111953 ,_; WEB,1112"DIA.a WEB GAUGE I 2"DIA. cupydgM a 2017 by aedems LLc 6 ROW(S)OF BRIDGING AT PIN(S): 3 LI,5 Lt,7 Lt,9 Lt,11 Lt,13 Lt credal end 0.009en Webv.an trademarks of MAMMA uc,saw,Wm. RedBuiltm I.a McAmmM of RMBUM LLC,eeW,IWba.USA 25 1110 '�//'ram T • \l pl LL� l Project:Twality Middle School 2018 Add Type:Z1G Location:Tigard,OR Oty:4 Delivery:R9 Project Number: 111953 • RedOpenWeb""v5.0.25 1/22/2020 11:26:04AM PAGE 1 Del. Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • M�% Reference Span=71'9.000" �c . 4 0.50" �y 2.63" 2.63'If-� • ' I 46.000"Red-H1"" OPEN WEB TRUSS �I• Parallel Profile I • 9.25" Clear Span=70'6.875" jr,' s , 8.75" • L_ N Top Chord Slope=-.25/12 4 2.00" 2.00"r • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord), 5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift ID TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 24.000"O.C.-MU w/screen,&hoopl,2 • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(Ibs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift • Tapered(psf) S(1.15) 8 to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to O 4T 6.000"to 49'6.000" Adds to TC drift Point(lbs) S(1.15) 45 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) • Point(Ibs) S(1.15) 25 185 59'9.750" Adds to BC,on chords) hoop#1(R1/2) Point(Ibs) S(1.15) 48 197 23'2.000" Adds to BC,on chords) hoop#2(R2/2) 44 Point(Ibs) S(1.15) 48 197 29'11.000" Adds to BC,on chord(s) hoop#2(R2/2) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent • Point(Ibs) W(1.60) -3500 0 49'0.000" Adds to TC,on chords) MS post up Point(Ibs) W(1.60) 3500 0 50'0.000" Adds to TC,on chords) MS post down • Point(lbs) S(1.15) 0 200 49'6.000" Adds to TC,on chord(s) screen post DL • LOAD GROUP#3 @ 24.000"O.C:DBL@ side frame+perp.drift+hoop2 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT 0 Uniform(psf) S(1.15) 15.8 0 3.125"to 71'10.750" Adds to TC drift 41 Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#pl equivalent Tapered(psf) S(1.15) 3.2 to 0 0 to 0 9.750"to 1'7.500" Adds to TC drift • Point(lbs) S(1.15) 38 171 23'2.000" Adds to BC,on chords) hoop#2 Point(lbs) S(1.15) 38 171 29'11.000" Adds to BC,on chords) hoop#2 • Point(lbs) W(1.60) 95 0 49'2.500" Adds to TC,on chords) screen wind down Point(lbs) W(1.60) 95 0 50'0.500" Adds to TC,on chords) screen wind down • Point(Ibs) W(1.60) 190 0 54'4.750" Adds to TC,on chords) screen wind down Point(lbs) W(1.60) 190 0 55'2.750" Adds to TC,on chords) screen wind down • Point(lbs) W(1.60) 190 0 59'6.875" Adds to TC,on chords) screen wind down Point(Ibs) W(1.60) 190 0 60'4.875" Adds to TC,on chords) screen wind down • Point(lbs) W(1.60) 190 0 64'9.125" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 0 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 0 69'11.250" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 95 0 70'9.250" Adds to TC,on chord(s) screen wind down • 41 41 Copyright©2017 by RedBuilt LLC Red-H"'and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 41 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 26 ID • • "WeeBi I LT Project:Twality Middle School 2018Add Type:Z1G • RedOpenWebTM v5.0.25 1/22/2020 11:26:04 AM PAGE 2 LOAD GROUP#4 @ 24.000"O.C.-uplift&II MUscreen • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC net uplift(ASD) Uniform(psf) W(1.60) 0 0 11.750"to 71'2.625" Replaces BC bottom chord 0=psf • Point(lbs) W(1.60) -95 25 49'2.500" Adds to TC,on chords) screen wind up Point(lbs) W(1.60) -95 25 50'0.500" Adds to TC,on chords) screen wind up • Point(Ibs) W(1.60) -190 25 54'4.750" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 55'2.750" Adds to TC,on chord(s) screen wind up i Point(Ibs) W(1.60) -190 25 59'6.875" Adds to TC,on chord(s) screen wind up Point(lbs) W(1.60) -190 25 60'4.875" Adds to TC,on chord(s) screen wind up S Point(Ibs) W(1.60) -190 25 64'9.125" Adds to TC,on chord(s) screen wind up Point(lbs) W(1.60) -190 25 65'7.125" Adds to TC,on chord(s) screen wind up • Point(lbs) W(1.60) -95 25 69' 11.250" Adds to TC,on chord(s) screen wind up • Point(lbs) W(1.60) -95 25 70'9.250" Adds to TC,on chord(s) screen wind up LOAD GROUP#5 @ 24.000"O.C.-down @ II MU screen+Ijdrift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(Ibs) W(1.60) 95 50 49'2.500" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 95 50 50'0.500" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 50 54'4.750" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 55'2.750" Adds to TC,on chord(s) screen wind down . Point(lbs) W(1.60) 190 50 59'6.875" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 50 60'4.875" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 50 64'9.125" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 190 50 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 50 69'11.250" Adds to TC,on chord(s) screen wind down Point(lbs) W(1.60) 95 50 70'9.250" Adds to TC,on chord(s) screen wind down • Uniform(plf) S(1.15) 0 5.6 11.750"to 71'2.625" Adds to BC 200#PL equivalent . Uniform(psf) S(1.15) 4 0 49'6.000"to 71'10.750" Adds to TC drift (1)Location is specified from left reference point unless noted otherwise. le SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates . Reinforcement: Chord(s)only Reinforcement: Chord(s)only . DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.1% (Design/Allowable) • Truss design includes consideration for partial span application live load. 0 REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 4822 S(1.15) -1586 W(1.60) 4919 W(1.60) -2512 W(1.60) 41 Live Load(Ibs) 2976 -1615 3167 -2642 • DEFLECTIONS &CAMBER: • Deflection(Total Load) Span:2.855"(U297) Deflection(Live Load) Span: 1.748"(U484) 111/ Center Span Camber: 1.368", Matched to Z1 • ADDITIONAL NOTES: • -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltm materials and code accepted design values. RedBuiltT"' Engineering has verified • the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: • ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltna custom products listed above with • chords analyzed using RedBuilt'*' analysis. • -Pricing Load= 136.0 plf • OPERATOR INFORMATION Sergey Puzhlyakov • (503)615-4385 • • Copyright©2017 by RedBuilt LLC Red-HTM and RedOpenWeb"'are trademarks of RedBullt LLC,Boise,Idaho,USA. . RedBuIltn"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 27 e • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • \{,:.rims 14T DO NOT SCALE THIS TRUSS PROFILE RndOpenWeb`"v6.0.25 1/22/2020 11:26:04 AM S. �48.800" 11 et64.208" 2$2 46.800" {{6.25 I • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !!! 10 Q 84.108' 1 1 22.61" 70'6.400" 46-771" Left First Web Distance: 32.104" 11 Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2.2 X 6 2400FB MSR Camber. 1.368" Bottom Chord Slope: -0.250/12 Red-HTM SERIES LEGEND O ZCilp with bass plates @ LEFT TOP PIN*/ 1. I Project:Twaltty Middle School 2016 Add Trues ID:ZIG ZClip with base plates Q RIGHT TOP PIN*/15. Location:Tigard,OR Quantity:4 • 1 1/4"DIA.PIN „ 3/4"DIA.PIN Delivery:R9 Project Number:111953 O WEB.1 1@"DIA.&WEB GAUGE 2^DIA. Copyright R Zan by RenemR LLC ' 6 ROW(S)OF BRIDGING AT PIN(S): 3 U,5 Lt,7 Lt,9 Lt,11 Lt,13 Lt Radar^,and RedopsnWab^'are trademarks erlmsaieuc,Pole.,pale. Redeulb^'Is s Vedas's&el Ra5910e LLC,Beal,pab>,URA 28 • • • j \� BV ILT Project:Twality Middle School 2018 Add Type:Z1H \ Location:Tigard,OR Qty:4 • RedOpenWeb"'vs.o.2s Delivery:R9 Project Number: 111953 1/22/2020 11:26:20 AM PAGE 1 Del.Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • j/ Reference Span=71'9.000" c • 1' 0.50- .+ 2.63" 2.63"T • 46.000" Red-Him OPEN WEB TRUSS 1 . Parallel Profile 9.25" Clear Span=70'6.875" „ 8.75" • I N Top Chord Slope=-.25/12 • H 2.00^ 2.00" ; • All dimension are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord), 5 Dead(bottom chord), @ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift IIII TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 18.000"O.C.-MU w/screen, hoop1 &header • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(lbs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift 0 Tapered(psf) S(1.15) 8 to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 47'6.000"to 49'6.000" Adds to TC drift • Point(lbs) S(1.15) 78 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) • Point(lbs) S(1.15) 43 185 59'9.750" Adds to BC,on chord(s) hoop#1(R1/2) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent Point(lbs) W(1.60) -1750 0 49'0.000" Adds to TC,on chords) MS post up Point(lbs) W(1.60) 1750 0 50'0.000" Adds to TC,on chords) MS post up • Point(lbs) S(1.15) 0 200 49'6.000" Adds to TC,on chord(s) screen post DL Point(lbs) S(1.15) 512 479 58'2.726" Adds to TC @ hdr clip header load • Point(lbs) S(1.15) 69 68 63'6.920" Adds to TC @ hdr clip header load • (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) 4110 Material: Plate(s) Material: Wood Beam • Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: • Truss Member's Critical Design Component Value:94.6% (Design/Allowable) Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM • Total Load(Ibs) 3220 S(1.15) 1365 W(1.60) 4352 S(1.15) 1363 W(1.60) Live Load(Ibs) 1792 1369 1928 -1367 • DEFLECTIONS &CAMBER: 111 Deflection(Total Load) Span:2.117"(L/400) Deflection(Live Load) Span: 1.052"(L/804) Center Span Camber: 1.368",Matched to Z1 • • • Copyright®2017 by RedBuilt LLC Red-H"'and RedOpenWeb"'are trademarks of RedBnitt LLC,Boise,Idaho,USA. • RedBuil"'is a trademark of RedButit LLC,Boise,Idaho,USA. 29 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a'ite it x a 1"i nt-r DO NOT SCALE THIS TRUSS PROFILE RadOpenweb'v v5.0.25 1/22)2020 11:26:20 AM &88"� �48.600" 111jj164.209" 2 611 46.600" 6.25" 48.000- .�\.t • _ — t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 29.75 46.771" 10(164.168' 0 — o — . — -- — - 1 56.449" 22.61" T 46.771" 111 BY tar --1 Left First Web Distance: 32.104" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2-2 X 6 2400FB MSR Camber: 1.368" Bottom Chord Slope: -0.250/12 Rad-HTIa SERIES LEGEND r 2-Clip with base plates a LEFT TOP PIN# 1. Project:Twallty Middle School 2018 Add Truss ID:Z1H io Z-Cllp with base plates a RIGHT TOP PIN#15. Location:Tigard,OR Quantity:4 • 1 1/4"DIA.PIN ^ 3/4"DIA.PIN Delivery:R9 Project Number:111953 WEB,1 1/2"DIA.&WEB GAUGE 2"DIA. O0 C --- --_-- - apyrlp,t 02011 by Redevat LLC 6 ROW(S)OF BRIDGING AT PIN(S): 3 Lt,5 Lt,7 Lt,9 LI,11 Lt,13 Lt Rratq and RadOi nMwb^'as mdesadrs al Rademe MC,Boise,Idaho. RaAu1Rv.h a Iradamark of Radeulk LLC,Rolm Idaho.USA. 30 • • ` KtelB Ul I,T Project:Twality Middle School 2018 Add Type-Z1 HW Location:Tigard,OR City:2 . RedOpenWebTM v5.0.25 Delivery: R9 Project Number: 111953 1/22/2020 11:26:34AM PAGE 1 Del. Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • i' Reference Span=71'9.000" -c • 0.50" ►. 2.63" 2.63",T-} • 46.000"Red-H711 OPEN WEB TRUSS • Parallel Profile 9.25" „ s, Clear Span=70'6.875" h"' 8.75.. A N Top Chord Slope=-.25/12 �I 1 . • }4 2.00" 2.00"r • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASO) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 18.000"O.C.-MU w/screen,hoop1 &header l• TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(Ibs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift • Tapered(psf) S(1.15) 8 to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 4T 6.000"to 49'6.000" Adds to TC drift • Point(Ibs) S(1.15) 78 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) • Point(Ibs) S(1.15) 43 185 59'9.750" Adds to BC,on chords) hoop#1(R112) Uniforrn(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent • Point(Ibs) W(1.60) -1750 0 49'0.000" Adds to TC,on chords) MS post up Point(Ibs) W(1.60) 1750 0 50'0.000" Adds to TC,on chords) MS post up • Point(Ibs) S(1.15) 0 200 49'6.000" Adds to TC,on chords) screen post DL Point(Ibs) S(1.15) 512 479 58'2.728" Adds to TC @hdr clip header load • Point(Ibs) S(1.15) 69 68 63'6.920" Adds to TC @ hdr clip header load • (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Wood Beam • Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: • Truss Member's Critical Design Component Value:98.6% (Design/Allowable) Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM • Total Load(Ibs) 3220 S(1.15) 1365 W(1.60) 4352 S(1.15) 1363 W(1.60) Live Load(Ibs) 1792 1369 1928 -1367 • DEFLECTIONS&CAMBER: 5 Deflection(Total Load) Span:2.132"(L/397) Deflection(Live Load) Span: 1.062"(U797) • Center Span Camber: 1.368",Matched to Z1 II • Copyright©2017 by RedBuilt LLC Red-H,"and RedOpenWeb'm are trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 31 • • • • • • A • • • • • • • • ♦ •• • • • • • • • • • • • • • • • • • • • • • • • • • • o(7 1 � \el: LI/I LT DO NOT SCALE THIS TRUSS PROFILE RadOpenWehm v5.0.25 1/22/2020 11:26:35 AM 6.5e" t46.800" 11 fa64.208" - 2 8246.600" 6.25" sji• — • 11 16 • . : 156.489" I 1 1 22.61• 46.771" 1 i_- 70'6.499" Left First Web Distance: 32.104" Top Chord Material: 2-2 X 6 2400F8 MSR Bottom Chord Material: 2-2 X 6 2400F8 MSR Camber: 1.368" Bottom Chord Slope: -0.250/12 Red•H^I SERIES LEGEND C Z-Clip with base plates @ LEFT TOP PINS 1. Project:Twa 8 W lity Middle School 201 Add Truss ID:Z1H Z-Clip with base plates @ RIGHT TOP PINS 15. Location:Tigard,OR Quantity:2 • 1 114"DIA.PIN 0 3/4•DIA.PIN Delivery:R9 Project Number:111953 WEB,1 1/2"DIA.&WEB GAUGE 1 2"DIA. capyngnee 2017 by Ba®mn LLc ' 6 ROW(S)OF BRIDGING AT PIN(S): 3 Lt,5 Lt,7 It 9 U,11 Lt,13 Lt wa.71 End 12a10penWeh'7'ma hadanae a'tiigie LLC,Wu,MMa. RMBuIn^.la•fraEem rk el R.eeut lu,ear.I Mo,UM 32 • • . f \� i7 V 1LT Project:Twality Middle School 2018 Add Type:Z2 \ Location:Tigard,OR Qty: 14 Delivery: R9 Project Number: 111953 • RedOpenWebTM v5.0.25 1/22/2020 11:27:09 AM PAGE 1 Del.Desc.:Aux Gym Roof • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 1r-� Reference Span=71'9.000" ~ • F 0.50" 7 2.63" 2.63"f-} • 46.000" Red-HT"" OPEN WEB TRUSS • Parallel Profile t • 9.25" , Clear Span=70'6.875" 6.75" N Top Chord Slope=-.25/12 • N 2.0 0" 2.00"h All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • • LOAD GROUP#1 @ 24.000"O.0-uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT ,• Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 24.000"O.C.-MU w/screen,&hoopl,2 • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 155 59'1.250" Adds to TC,on chords) MU3100#/20 Point(lbs) S(1.15) 0 155 65'6.000" Adds to TC,on chords) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift Tapered(psf) S(1.15) B to 0 0 to 0 49'6.000"to 51'6.000" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 4T 6.000"to 49'6.000" Adds to TC drift Point(Ibs) S(1.15) 45 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) • Point(Ibs) S(1.15) 25 185 59'9.750" Adds to BC,on chords) hoop#1(R1/2) Point(lbs) S(1.15) 48 197 23'2.000" Adds to BC,on chords) hoop#2(R2/2) • Point(Ibs) S(1.15) 48 197 29'11.000" Adds to BC,on chord(s) hoop#2(R2/2) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent 111 Point(Ibs) W(1.60) -3500 0 49'0.000" Adds to TC,on chords) MS post up Point(lbs) W(1.60) 3500 0 50'0.000" Adds to TC,on chords) MS post down 411 Point(lbs) S(1.15) 0 200 49'6.000" Adds to TC,on chord(s) screen post DL • LOAD GROUP#3 @ 24.000"O.C:DBL@ side frame+perp.drift+hoop2 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) S(1.15) 15.8 0 3.125"to 71'10.750" Adds to TC drift • Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#pl equivalent Tapered(psf) S(1.15) 3.2 to 0 0 to 0 9.750'to 1'7.500" Adds to TC drift • Point(lbs) S(1.15) 38 171 23'2.000" Adds to BC,on chords) hoop#2 Point(Ibs) S(1.15) 38 171 29'11.000" Adds to BC,on chords) hoop#2 • Point(lbs) W(1.60) 95 0 49'2.500" Adds to TC,on chords) screen wind down Point(lbs) W(1.60) 95 0 50'0.500" Adds to TC,on chords) screen wind down • Point(Ibs) W(1.60) 190 0 54'4.750" Adds to TC,on chords) screen wind down Point(lbs) W(1.60) 190 0 55'2.750" Adds to TC,on chords) screen wind down • Point(Ibs) W(1.60) 190 0 59'6.875" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 0 60'4.875" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 0 64'9.125" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 0 65'7.125" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 95 0 69'11.250" Adds to TC,on chord(s) screen wind down . Point(lbs) W(1.60) 95 0 70'9.250" Adds to TC,on chord(s) screen wind down • • • Copyright®2017 by RedBuih LLC Red-H"'and RedCpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 33 0 RedBuiltTM is a trademark of Redauilt LLC,Base,Idaho,USA. • • • t 42 BUl Li" Project Twality Middle School 2018Add Type:Z2 • RedOpenWeb"'v5.0.25 1/22/2020 11:27:09 AM PAGE 2 • LOAD GROUP#4 @ 24.000"O.C.-uplift&II MUscreen • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC net uplift(ASD) Uniform(psf) W(1.60) 0 0 11.750'to 71'2.625" Replaces BC bottom chord 0=psf • Point(Ibs) W(1.60) -95 25 49'2.500" Adds to TC,on chords) screen wind up Point(Ibs) W(1.60) -95 25 50'0.500" Adds to TC,on chords) screen wind up • Point(Ibs) W(1.60) -190 25 54'4.750" Adds to TC,on chord(s) screen windup Point(lbs) W(1.60) -190 25 55'2.750" Adds to TC,on chord(s) screen wind up • Point(Ibs) W(1.60) -190 25 59'6.875" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 60'4.875" Adds to TC,on chord(s) screen wind up • Point(Ibs) W(1.60) -190 25 64'9.125" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -190 25 65'7.125" Adds to TC,on chord(s) screen wind up 4111 Point(Ibs) W(1.60) -95 25 69'11.250" Adds to TC,on chord(s) screen wind up Point(Ibs) W(1.60) -95 25 70'9.250" Adds to TC,on chord(s) screen wind up LOAD GROUP#5 @ 24.000"O.C.-down @ II MU screen+Ildrift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Point(Ibs) W(1.60) 95 50 49'2.500" Adds to TC,on chords) screen wind down Point(Ibs) W(1.60) 95 50 50'0.500" Adds to TC,on chords) screen wind down • Point(Ibs) W(1.60) 190 50 54'4.750" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 55'2.750" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 190 50 59'6.875" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 60'4.875" Adds to TC,on chord(s) screen wind down • Point(Ibs) W(1.60) 190 50 64'9.125" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 190 50 65'7.125" Adds to TC,on chord(s) screen wind down • Point(lbs) W(1.60) 95 50 69'11.250" Adds to TC,on chord(s) screen wind down Point(Ibs) W(1.60) 95 50 70'9.250" Adds to TC,on chord(s) screen wind down • Uniform(plf) S(1.15) 0 5.6 11.750"to 71'2.625" Adds to BC 200#PL equivalent Uniform(psf) S(1.15) 4 0 49'6.000"to 71'10.750" Adds to TC drift • (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only t DESIGN CONTROLS: Truss Member's Critical Design Component Value: 99.1% (Design!Allowable) • Truss design includes consideration for partial span application live load. . REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 4822 S(1.15) -1586 W(1.60) 4919 W(1.60) -2512 W(1.60) • Live Load(Ibs) 2976 -1615 3167 -2642 • DEFLECTIONS&CAMBER: • Deflection(Total Load) Span:2.855"(U297) Deflection(Live Load) Span: 1.748"(L/484) • Center Span Camber: 1.368", Matched to 21 • ADDITIONAL NOTES: • -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltlM materials and code accepted design values. RedBuiltTh1 Engineering has verified • the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: • ICC ES Report No.ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with 41/ chords analyzed using RedBuiltTM analysis. • -Pricing Load=136.0 plf OPERATOR INFORMATION. Sergey Puzhlyakov • (503)615-4385 • • Copyright©2017 by RedBull LLC Red-HTM and RedOpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 34 • RedBuill"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 411 • • • • • • • • • • • ID-• • • • • • • • • • • ♦ • • • • • • • • • • • • • • # • • • • <e.�,4_}III LT DO NOT SCALE THIS TRUSS PROFILE RedOpen Web^v5.0.25 112212020 11:27:09 AM 8.88" 448.800" 11 64.208" I I —_ 2 0 1 48.800" cm" 40. "L �� t t t 1 1 ,/J\ • . 1 t 1 1 1 1 1 10 29.75" 140.771" 10 664.188" T 55.489" 1 22.61" r 11 ii 45.771" ff . - _ 70'6.499" Left First Web Distance: 32.104" Top Chord Material: 2-2 X 6 2400FB MSR Bottom Chord Material: 2.2 X 6 2400FB MSR Camber: 1.368" Bottom Chord Slope: -0.250112 Red-FP"SERIES LEGEND 0 Z-Clip with base plates 0 LEFT TOP PIN# 1. Project:Twenty Middle School 2018 Add Truss ID:Z2 Z-Clip with base plates IN RIGHT TOP PIN#15. Location:Tigard,OR Quantity:14 • 1 114"DIA.PIN r' 3/4"DIA.PIN Delivery:R9 Project Number:111953 i) WEB,1 112"DIA 8 WEB GAUGE 12"DIA. COOYrekt B 21r11 OY RBfB4111 LLG 6 ROW(S)OF BRIDGING AT PIN(S): 3 LI,5 Lt,7 Lt,9 Lt,11 Lt,13 Lt Sten-lim,end RedOpe"Wab—are trademarks el R.d905 uc,INee,Malw. aedeulltm Is a trademark el aedeua LLq Balsa,leans,USA 35 • t \ BV ILT Project:Twality Middle School 2018 Add Type:Z2H Location:Tigard,OR Oty:2 • RedOpenWeb""v5.0.25 Delivery:R9 Project Number:111953 1/22/202011:27:19AM PAGE 1 Del. Desc.:Aux Gym Roof • . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • (� Reference Span=71'9.000" - • 0.50" • ►+ 2.63" 2.63"•+ • 46.000"Red-Hmi OPEN WEB TRUSS - • 1G1 Parallel Profile • 9.25" ] , „ Clear Span=70'6.875" B.7S" • N Top Chord Slope=-.25/12 • N 2.00" 2.00",e • All dimensions are horizontal. Product diagram is conceptual. • LOADS: 9 Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -19.1 .1 3.125"to 71'10.750" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 71'2.625" Replaces BC 0 live bottom chord 41 LOAD GROUP#2 @ 18.000"O.C.-MU w/screen,hoop1 &header • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100#/20 • Point(Ibs) S(1.15) 0 155 65'6.000" Adds to TC,on chord(s) MU3100#/20 Tapered(psf) S(1.15) 19 to 0 0 to 0 9.750"to 5'9.750" Adds to TC drift Tapered(psf) S(1.15) 6 to 0 D to 0 49'6.000"to 51'6.000" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 4T 6.000"to 49'6.000" Adds to TC drift • Point(lbs) S(1.15) 78 204 49'4.750" Adds to BC,on chord(s) hoop#1(R2/2) • Point(Ibs) S(1.15) 43 185 59'9.750" Adds to BC,on chord(s) hoop#1(R1/2) Uniform(plf) S(1.15) 0 5.6 3.125"to 71'10.750" Adds to TC 200#PL equivalent • Point(lbs) W(1.60) -1750 0 49'0.000" Adds to TC,on chords) MS post up Point(lbs) W(1.60) 1750 0 50'0.000" Adds to TC,on chords) MS post up . Point(lbs) S(1.15) 0 200 49'6.000" Adds to TC,on chord(s) screen post DL Point(lbs) S(1.15) 512 479 58'2.726" Adds to TC @ hdr clip header load • Point(lbs) S(1.15) 69 68 63'6.920" Adds to TC @ hdr clip header load ip (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) 5 Material: Plate(s) Material: Wood Beam • Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only i DESIGN CONTROLS: • Truss Member's Critical Design Component Value:98.6% (Design/Allowable) Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM . Total Load(Ibs) 3220 S(1.15) -1365 W(1.60) 4352 S(1.15) 1363 W(1.60) Live Load(Ibs) 1792 1369 1928 -1367 • DEFLECTIONS&CAMBER: • Deflection(Total Load) Span:2.132"(L/397) . Deflection(Live Load) Span: 1.062"(L/797) Center Span Camber: 1.368", Matched to Z1 • • Copyright 0 2017 by RedBuilt LLC Red-HTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. 36 • RedBuih'is a trademark of RedBuilt LLC,Boise,Idaho,USA. • • • • • • • • • • • • •! • • • a • • • • • • • • • • • • • • • • • • • • ••• • • • • ( e›,(111 .'I L ' DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"'v5.0.25 112212020 11:27:19 AM 8.88"� ,4s.800" y 11 064.208" - _. _ f 2(248.800" 4 4 6.25" 46 - • 1 1 i 1 1 1 1 1 1 1 i 1 1 1 ° _ _ a -- _ • 1 1 1 1 11 29.75' 40.771" 10 fg 84.188" ° • ° — ° - -_ 165.469" } "2 -- 261" 48.771" I- 70'6.489" r Left First Web Distance: 32.104" Top Chord Malarial: 2-2 X 6 2400FB MSR Bottom Chord Material: 2.2 X 6 2400FB MSR Camber: 1.368" Bottom Chord Slope: -0.250112 Red-HTM SERIES LEGEND 0 2-Clip with base plates Q LEFT TOP PIN# 1. Project:'Reality Middle School 2018 Add Truss ID:22H 2-Clip with base plates @ RIGHT TOP PIN#15. Location:Tigard,OR Quantity:2 e 1 174"DIA.PIN 0 3/4"DIA.PIN Delivery:R9 Project Number 111959 WEB,1 172"DIA.8 WEB GAUGE I 2"DIA. Copaln yd 02017 by R.IB,a LLC \, 6 ROWIS)OF BRIDGING AT PIN(SI: 3 LI,5 Lt,7 Lt,9 Lt,11 Lt,13 Lt aedA'.,and Padap.nweb"are bed.mehs elR deuIll LLC,holm,Idaho. R.dS.la'"I.a LWm.rt M Rolf WI LLC,salty,Idaho,WA 37 • • ,, BUILT Project:Twality Middle School 2018 Add Type:Z3 4 Location:Tigard,OR City:2 Delivery:R9 Project Number: 111953 • RedOpenWeb""v5.0.25 1/22/2020 11:28:03 AM PAGE 1 Del. Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �� Reference Span=58'2.750' ""c • 0.50" }♦ 2.63" 15.50"L.----v • 46.000" Red-HTM` OPEN WEB TRUSS Parallel Profile ' • 9.25" 3.50" Clear Span=57'3.250" _I• - r\,, Top Chord Slope=-.25/12 • . 2.00" 2.00"HI, • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 3.125"to 59'8.000" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 11.750"to 57' 11.000" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 24.000"O.C.-drift+MU screen CW+2p/I top • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 19 to 0 0 to 0 9.250"to 5'9.250" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 45'11.250"to 4T 11.250" Adds to TC drift Tapered(psf) S(1.15) 8 to 0 0 to 0 48'0.000"to 50'0.000" Adds to TC drift • Point(Ibs) S(1.15) 0 100 49'7.500" Adds to TC,on chord(s) post/2 • Point(Ibs) W(1.60) -3500 0 49'2.500" Adds to TC,on chord(s) mu screen Point(lbs) W(1.60) 3500 0 50'0.500" Adds to TC,on chord(s) mu screen • Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100/20 Uniform(plf) S(1.15) 0 6.7 3.125"to 59'8.000" Adds to TC 2p/I • LOAD GROUP#3 @ 24.000"O.C.-drift+MU screen CCW+2p/l top • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 19 to 0 0 to 0 9.250"to 5'9.250" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 45' 11.250"to 47'11.250" Adds to TC drift Tapered(psf) S(1.15) 8 to 0 0 to 0 48'0.000"to 50'0.000" Adds to TC drift • Point(Ibs) S(1.15) 0 100 49'7.500" Adds to TC,on chord(s) post/2 Point(Ibs) W(1.60) 3500 0 49'2.500" Adds to TC,on chord(s) mu screen • Point(Ibs) W(1.60) -3500 0 50'0.500" Adds to TC,on chord(s) mu screen Point(lbs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100/20 • Uniform(plf) S(1.15) 0 6.7 3.125"to 59'8.000" Adds to TC 2p/I • LOAD GROUP#4 @ 24.000"O.C.-drift+MU screen CW+2p/I bottom • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 19 to 0 0 to 0 9.250"to 5'9.250" Adds to TC drift • Tapered(psf) S(1.15) 0 to 8 0 to 0 45'11.250"to 47'11.250" Adds to TC drift Tapered(psf) S(1.15) 8 to 0 0 to 0 48'0.000"to 50'0.000" Adds to TC drift • Point(lbs) S(1.15) 0 100 49'7.500" Adds to TC,on chord(s) post/2 Point(Ibs) W(1.60) -3500 0 49'2.500" Adds to TC,on chord(s) mu screen • Point(lbs) W(1.60) 3500 0 50'0.500" Adds to TC,on chord(s) mu screen Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100/20 • Uniform(plf) S(1.15) 0 7 11.750"to 5T 11.000" Adds to BC 2p/I • • • • Copyright®2017 by RedBuilt LLC Red-HTM and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 38 • RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. • • • ' t(5 B I LT Project:Twality Middle School 2018 Add Type:Z3 • RedOpenWebTM v5.0.25 1/22/2020 11:28:03 AM PAGE 2 • LOAD GROUP#5 @ 24.000"O.C.-drift+MU screen CCW+2p/I bottom • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Tapered(psf) S(1.15) 19 to 0 0 to 0 9.250"to 5'9.250" Adds to TC drift Tapered(psf) S(1.15) 0 to 8 0 to 0 45'11.250"to 47'11.250" Adds to TC drift • Tapered(psf) S(1.15) 6 to 0 0 to 0 48'0.000"to 50'0.000" Adds to TC drift Point(lbs) S(1.15) 0 100 49'7.500" Adds to TC,on chord(s) post/2 • Point(lbs) W(1.60) 3500 0 49'2.500" Adds to TC,on chord(s) mu screen Point(Ibs) W(1.60) -3500 0 50'0.500" Adds to TC,on chord(s) mu screen • Point(Ibs) S(1.15) 0 155 59'1.250" Adds to TC,on chord(s) MU3100/20 Uniform(plf) S(1.15) 0 7 11.750"to 57'11.000" Adds to BC 2p/I • (1)Location is specified from left reference point unless noted otherwise. • SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Plate(s) Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: Truss Member's Critical Design Component Value:86.2% (Design/Allowable) • Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2934 S(1.15) -1112 W(1.60) 3175 S(1.15) -1151 W(1.60) • Live Load(Ibs) 1561 -1115 1536 -1154 • DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 1.058"(L1649) • Deflection(Live Load) Span:0.542"(U1267) • Center Span Camber: 0.901",Matched to Z1H • ADDITIONAL NOTES: . -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt"" materials and code accepted design values. RedBuiltT"' Engineering has verified • the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: • ICC ES Report No.ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with • chords analyzed using RedBuilt'*' analysis. • -Pricing Load=102.8 plf OPERATOR INFORMATION • Sergey Puzhlyakov • (503)615-4385 • • •• • II 0 • • • • • Copyright®2017 by RedBuilt LLC Red-H"'and RedOpenWeb"are trademarks of RedHuilt LLC.Boise,Idaho.USA. 39 • RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. • DO NOT SCALE THIS TRUSS PROFILE Ra0OpenWeeb'"v5.0.25 1/2212020 11:28:03 AM 8.88" 40.800" 4 8 ft 64.208" _ _ f 263.282' 19.13" f f 29.70• 48,771" T Q 84.188" 2 Q 83.243• 3137^ BT 2.874' Left First Web Distance: 32.104" Top Chord Material: 2.2 X 6 2100E13 MSR Bottom Chord Materiel: 2-2 X 6 2100FB M5R Camber: 0.901" Bottom Chord Slope: -0.250/12 Red-H"'SERIES LEGEND r1 2-clip with base plates LEFT TOP PIN# I. Z-Clip with base plates RIGHT TOP PIN#12. Location: Tigard,t/silty Middle School Add Truss ID:Z3 Location: OR Quantity:2 • 1 1/4"DIA.PIN 314"DIA.PIN Delivery:R9 Project Number:111953 ( ,1 WEB,1 1/2"DIA.a WEB GAUGE f 2"DIA. wmPgeemn ay aweua uc / 5 ROW(S)OF BRIDGING AT PIN(S): 3 LI,5 Lt,7 Lt,9 Lt,11 Lt a.da^,mei a.eopanwaa^an Udemmlh sRmtleOa uc,Bar.,AWL RmeaMl^r m taboo*col Misun LLE,Bois,Idaho,WA 40 111110 • • `' 8UI LT Project:Twality Middle School 2018 Add Type:Z4 Location:Tigard,OR Qty:2 • RedOpenWeb'"v5.025 Delivery: R9 Project Number: 111953 1/22/2020 11:28:34 AM PAGE 1 Del. Desc.:Aux Gym Roof • • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • Reference Span=8'3.875" • 2.63"T} • 46.000"Red-HTM OPEN WEB TRUSS • Parallel Profile • 3.50" _., Clear Span=T 8.000" „ • r. Top Chord Slope=-.25/12 • N 2.00" 2.00"a • All dimensions are horizontal. Product diagram is conceptual. • LOADS: • Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord),5 Dead(bottom chord),@ 24.000"O.C. and: • LOAD GROUP#1 @ 24.000"O.C.-uplift • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT • Uniform(psf) W(1.60) -19.1 .1 0 to 8'5.625" Replaces TC gross uplift(ASD) Uniform(psf) S(1.15) 0 0 5.500"to 7'9.500" Replaces BC 0 live bottom chord • LOAD GROUP#2 @ 24.000"O.C:MU+2p/I top • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 155 2'0.625" Adds to TC,on chord(s) MU3100#/20 • Uniform(plf) S(1.15) 0 47 0 to 8'5.625" Adds to TC 2p/I • LOAD GROUP#3 C@ 24.000"O.C-MU+2p/I bottom • TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 155 2'0.625" Adds to TC,on chord(s) MU3100#/20 • Uniform(plf) S(1.15) 0 55 5.500"to T 9.500" Adds to BC 2p/I • (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) • Material: Wood Beam Material: Wood Beam Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates • Reinforcement: Chord(s)only Reinforcement: Chord(s)only • DESIGN CONTROLS: • Truss Members Critical Design Component Value:40.6% (Design/Allowable) Truss design includes consideration for partial span application live load. • REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM • Total Load(Ibs) 690 S(1.15) 157 W(1.60) 625 S(1.15) 165 W (1.60) Live Load(Ibs) 207 158 216 -166 • DEFLECTIONS&CAMBER: • Deflection(Total Load) Span:0.003"(U999) Deflection(Live Load) Span:0.001"(LJ999) • Center Span Camber: 0.016",Matched to 21 • • • • • • Copyright S 2017 by RedBuilt LLC Red-HT'"and RedOpenWeb'are trademarks of RedBuilt LLC,Boise,Idaho,USA. • RedButltTM is a trademark of RedBuih LLC,Boise,Idaho,USA. 41 4110 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • l'<eA rB1J11 LT DO NOT SCALE THIS TRUSS PROFILE RSSO1,enWeb"e va.0.25 1/221202011:28:34 AM 3.TS"+I I l 4t844" 48.�0" e.25" 4e.tla 1. ■ II GlIVIAPr • • 16.6r 44e.771" f�2z-53" 7'7.624" l Left First Web Distance: 21.201" Tl Top Chord Material: 2.2 X 6 2100FB MSR Bottom Chord Material: 2.2 X 6 2100FB MSR Camber: 0.016" Bottom Chord Slope: -0.250/12 Red-HTM SERIES LEGEND Z-Clip with base plates @ LEFT TOP PINS 1. Project:Twality Middle School 2018 Add Truss ID:Z4 ▪ Z.Cllp with base plates a RIGHT TOP PINS 3. Location:Tigard,OR Quantity:2 • 1 1/4"DIA.PIN 0 374"DIA.PIN Delivery:R9 Project Number:111953 I) WEB,11/2"DIA.&WEB GAUGE n 2"DIA. caeydahlo ymy by R.dadlB LLC R.d11"',and R.dop.OW*bh en Irad.mede of RWeuIR LLC,BOI..,Idaho RWBu15'"I.a b.ams,k of R.dBua LLC,Bake,ldeh0.BSA 42