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Plans (20) (Moo4 btmehatti RO.© , 8 - 0n 1 88 Final Shop Drawings ,47-- °,4e,401BLIILT Tigard High School 110599 Tigard, OR Reference Documents: 6/21/2019 Drawing Section By Date Revision Type Sheets Architectural Bassetti Architects 3/3/2018 Construction Structural Catena Engineers 812412018 3 Construction Mechanical IF YOU HAVE QUESTIONS... RECEA 1 . Your primary contact is your SEP 4 2019 Project Manager: ,[} •At lfi o�pit iy signed by Pany,M_ Masood Khalil '" l6.e a Qo?s BUI _ II�!C I,/iSK i._ (503) 640-7154 90119PE mkhalil@redbuilt.com 06/26/2019 OREGON 0/10/2015 Your secondary contact is your 4i9��, . 1p5� Technical Representative: Matt Russel EXPIRES: 06/30/2019 (503) 939-0928 Material List&Calculations pp. 1-42, Drawings pp. 1-3 mrussel@redbuilt.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. ❑REVIEWED ❑MAKE CORRECTIONS NOTED I-1 REJECTED n REVISE AND RESUBMIT THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN OFFic yp'$A CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE COP�/ INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND APPROVED FOR PRODUCTION TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WITH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER. Cityof Tigard DATE CATENA CONSULTING ENGINEERS BY Approv d Plans Byellffulit L2,459-6757 1 -- - BUILT Material List Enginr:oo'd Wood Products RB Number 110599 Operator Riley Roppel Project Name Tigard High School Office Boise Location Tigard, OR Delivery Dl:All others Comment Plant Stayton Status Approved For Production Latest Revision : Report Type Customer Red-I TM Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Notes 27 Al Red-145 11.88 11'-6.00" None No 310.5 8 A2 Red-145 11.88 13'-6.00" None No 108.0 18 A3 Red-145 11.88 17'-6.00" None No 315.0 17 A4 Red-145 11.88 8'-6.00" None No 144.5 17 A5 Red-145 11.88 15'-0.00" None No 255.0 17 A6 Red-145 11.88 13'-6.00" None No 229.5 28 B Red-165 24 32'-0.00" None Left No 896.0 17 Cl Red-190 16 23'-6.00" None No 399.5 17 C3 Red-190 16 36'-0.00" None No 612.0 26 C5 Red-190 16 32'-0.00" None No 832.0 11 El Red-165 11.88 21'-0.00" None No 231.0 19 E2 Red-165 11.88 21'-6.00" None No 408.5 14 F Red-190 24 36'-0.00" None Left No 504.0 4 G Red-190 11.88 21'-6.00" None No 86.0 104 ' ' ' Red-145 11.88 Total 1362.5 30 ' ' ' Red-165 11.88 Total 639.5 60 ' ' ' Red-190 16 Total 1843.5 14 ' ' ' Red-190 24 Total 504.0 28 ' ' ' Red-165 24 Total 896.0 4 ' ' ' Red-190 11.88 Total 86.0 Red-I TM Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes 28 Red-190 24 Loose End Standard Not Beveled 0.0 18.250 3.500 0.000 28 Red-190 24 Attached End Standard Not Beveled 0.0 18.250 3.500 0.000 124 Red-165 11.875 Loose End Standard Not Beveled 0.0 6.250 3.500 0.000 256 Red-190 16 Loose End Standard Not Beveled 0.0 10.250 3.500 0.000 56 Red-165 24 Attached End Standard Not Beveled 0.0 18.250 3.500 0.000 56 Red-165 24 Loose End Standard Not Beveled 0.0 18.250 3.500 0.000 42 Red-190 11.875 Loose End Standard Not Beveled 0.0 6.250 3.500 0.000 416 Red-145 11.875 Loose End Standard Not Beveled 0.0 6.250 3.500 0.000 Red-I TM Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Knockouts Notes 18 Red-145 11.875 24.000 Both Loose 4 Red-190 16 24.000 Both Loose 4 Red-165 24 21.438 Both Loose 4 Red-165 24 20.438 Both Loose TeamBuilder 3.15 Dl: 110599 Tigard High School 1 of 2 110599 Material List.xlsx Approved For Production 6/24/2019,2:05 PM 2 Red-ITM Products Filler Quantity Type Size Length Material Cut Installation Notes 18 C 1.5x11.25 2'-0.00" SS Cut Loose 6 A 0.625x7.875 2'-0.00" PWD/OSB Cut Loose Connectors Quantity Type Model Top Face Member Slope Skew Flg.Slope Flg.Angle Flg.Offset NetH Finish Notes 22 1 ITS2.56/11.88 4-N10 2-N10 4 2 MEG5/H=X 6-3/4 MB 2-3/4 MB 15.00 10 3A BA3.56/11.88 Weld 8-N10 6 3B BA3.56/11.88 6-10d 8-10d 2-10d 17 4A ITS1.81/11.88 4-N10 4-N10 4-N10 14 4B ITS1.81/11.88 4-10d 2-10d 4-N10 108 5 BA3.56/16 6-10d 8-10d 2-N10 2 6 B7.12/16 6-10d 8-10d 6-10d 8 7 HU11 22-10d 6-N10 25 9 HIT424 4-10d 6-10d 2-N10 50 10 HIT324 4-10d 6-10d 2-N10 38 11 BA2.56/11.88 6-10d 8-10d 2-N10 68 12 BA1.81/11.88 6-10d 10-10d 8-N10 66 13 BA1.81/11.88 Weld 8-N10 8 14 HU9 18-N10 6-N10 8 15 HB3.56/11.88 6-16d 16-16d 10-16d 3 16 HB3.56/24 6-16d 16-16d 10-16d 6 17 HB2.56/24 6-16d 16-16d 10-N16 3 18 HB1.81/H=X 6-16d 16-16d 10-N10 11.81 4 8 HWP7.12/H=X 3-10d 6-16d 12-N10 15.94 Tension Bridging Quantity Type Model Notes 68 TB36 RedLamTM LVL Products LVL Beams Quantity Type Size Length Grade P.E.T. Footage Notes 2 RA 1.75x16 6'-0.00" 2.0E 12.0 2 RB 1.75x11.88 6'-0.00" 2.0E 12.0 1 RB2 1.75x11.88 32'-0.00" 2.0E 32.0 1 RB3 1.75x11.88 16'-6.00" 2.0E 16.5 1 RB4 1.75x11.88 34'-0.00" 2.0E 34.0 2 ' ' ' 1.75x16 Total 12.0 5 ' ' ' 1.75x11.88 Total 94.5 Hardware Quantity Type Description Notes 23.5 lb 10dx1.5"Nails 60.5 lb 10dx3"Nails 1.0 lb 16dx2.5"Nails 13.0 lb 16dx3.5"Nails TeamBuilder 3.15 Dl: 110599 Tigard High School 2 of 2 110599 Material List.xlsx Approved For Production 6/24/2019,2:05 PM 3 47.--KtelBUILT Material List RB Number 110599 Operator Riley Roppel Project Name Tigard High School Office Boise Location Tigard,OR Delivery D2:GLB Comment Plant Hillsboro Status Revised Latest Revision : Report Type Customer Third-Party(Sourced by RedBuiltTM) Glulam Beams Quantity Type Size Length Layup Camber Appearance P.E.T. Footage Notes 1 GA 5.125x18 20'-0.00" 24F-V4 5000' Industrial 20.0 1 GB 6.75x18 21'-0.00" 24F-V4 5000' Industrial 21.0 2 GC 5.125x15 15'-0.00" 24F-V4 5000' Industrial 30.0 2 GD 5.125x24 22'-0.00" 24F-V4 5000' Industrial 44.0 1 GE 8.75x21 18'-0.00" 24F-V4 5000' Industrial 18.0 1 ' ' ' 5.125x18 V4 Total 20.0 2 ' ' ' 5.125x15 V4 Total 30.0 2 ' ' ' 5.125x24 V4 Total 44.0 1 ' ' ' 6.75x18 V4 Total 21.0 1 ' ' ' 8.75x21 V4 Total 18.0 TeamBuilder 3.15 D2: 110599 Tigard High School 1 of 1 110599 Material List.xlsx Revised 5/30/2019,8:58 AM 4 . 11-4KeCtISPECProtect: Tigard High School Type: Al 4x nailer Location: Tigard, OR Folder: Roof Date: 6/14/19 10:23 AM RedSpecT" by RedBuiItTM Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 30% 621 2053 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 33% 1753 5388 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 2% -153 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 21% 0.077 0.376 L/999+ L/360 1.OD+1.0S All Spans PASS Span Total 28% 0.158 0.565 L/860 L/240 1.OD+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 305 (115) 305 (115) BA capacity with 10d nails: Dead Reaction (Ib) 316 316 Total Reaction(Ib) (DOL%) 621 (115) 621 (115) Gravity = 2695# Net Uplift Reaction(Ib) (DOL%) -54(160) -54(160) Bearing Flush Flush Uplift = 256# Support Beam Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - 6 10d 10-10d HANGERS Model Top Face Member Header Size Left BA1.81/11.88 G 1Gd 0 1Gd 2-10dx1.5" Sawn DF 4x8(Nailer) Right BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 1C A A 11'-3.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -36 0 0'-0.0"to 11'-3.5" Adds To wind 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. • Sloped length multiplier= 1.000. Bevel cut add = 0.25". S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:23:43 AM Tigard High School : Roof: Al 4x nailer 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-I'",Red-I45'", Red-I45L°"', Red-I58T", Red-I65T", Red-I65T'"', Red-I90T",Red-I90HT", Red-I9OHST", 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 5 reserved. 17<efilSPECProject: Tigard High School Type: Al snow Location: Tigard, OR Folder: Roof Date: 6/14/19 10:29 AM RedSpecTM by RedBuiItTM Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 46% 935 2053 Snow(115%) 1.OD+1.05 All Spans PASS Positive Moment(ft-lb) 49% 2639 5388 Snow(115%) 1.0D+1.05 All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 42% 0.157 0.376 L/863 L/360 1.0D+1.0S All Spans PASS Span Total 42% 0.237 0.565 L/571 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 619(115) 619(115) Dead Reaction(Ib) 316 316 Total Reaction (Ib)(DOL%) 935(115) 935(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 BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA1.81/11.88* 6-10d 10-10d 8-10dx1.5" Glulam DF/SP 6.75x16.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 IC A A 11'-3.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 27.8 0 0'-0.0"to 11'-3.5" Adds To snow 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. •Sloped length multiplier= 1.000. Bevel cut add = 0.25". S:LSold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:29:43 AM Tigard High School : Roof: Al snow 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-I45T", Red-I45LT", Red-I58"0, Red-I65"", Red-165T"", Red-190"0, Red-I90HT", Red-I9OHST", Red-LT`", Red-LTT", Red- WT" Red-ST", Red-M"", Red-HT", RedLam"", FloorChoiceT' are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights 6 reserved. iseXe.,C1SPECProtect: Tigard High School Type: MDLocation: Tigard, OR Folder: Roof Date: 6/14/19 10:31 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: DOUBLE 11.875" 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) 15% 621 4106 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 16% 1753 10776 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 1% -153 14992 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 10% 0.039 0.376 L/999+ L/360 1.OD+1.0S All Spans PASS Span Total 14% 0.079 0.565 L/999+ L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 305(115) 305 (115) Dead Reaction(Ib) 316 316 Total Reaction (Ib) (DOL%) 621 (115) 621 (115) Net Uplift Reaction (Ib) (DOL%) -54(160) -54(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 BA3.56/11.88 6-10d 10-10d 2-10dx1.5" Glulam DF/SP 5.125x18 Right BA3.56/11.88 6-10d 10-10d 2-10dx1.5" Glulam DF/SP 6.75x16.5 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 It 11'-3.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -36 0 0'-0.0"to 11'-3.5" Adds To wind 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. •Connect multiple ply members per RedBuiltT"Installation Guidelines. •Sloped length multiplier= 1.000. Bevel cut add = 0.25". S:\Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:31:46 AM Tigard High School : Roof: All) 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-I45T'",Red-I45LT", Red-158T'", Red-I65T", Red-I65TT", Red-I90T"4, Red-I90HT", Red-I9OHST°, Red-LT°, Red-LT"', Red- WT", Red-ST", Red-MT",Red-HT", RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights 7 reserved. elKedSPECProtect: Tigard High School Type: A2 Location: Tigard, OR Folder. Roof Date: 5/23/19 5:08 PM RedSpecTM by RedBuilt" Designer: Riley Roppel v7.1.9 Comment: 11.875" 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(lb) 35% 724 2053 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-Ib) 44% 2384 5388 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 20% -1482 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 41% -0.179 -0.439 L/882 L/360 1.0D+0.42W All Spans PASS Span Total 42% 0.276 0.658 L/573 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 356 (115) 356(115) Dead Reaction(Ib) 369 369 Total Reaction(Ib) (DOL%) 724(115) 724(115) Net Uplift Reaction (Ib) (DOL%) -450(160) -450(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 HU9* 18-10dx1.5" 6-10dx1.5" Ledger LVL DF/SP 1.75x11.875 Right BA1.81/11.88* 6-10d 10-10d 8-10dx1.5" Glulam DF/SP 5.125x18 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 13'-2.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -85 0 0'-0.0"to 13'-2.0" Adds To wind 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\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/23/2019 5:08:03 PM Tigard High School : Roof: A2 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 budding 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-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-I65TT", Red-I90T", Red-I90H"", Red-I9OHST", Red-LT', Red-LTT", Red- WT" Red-ST", Red-MT", Red-HT", RedLamT", FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights 8 reserved. iel<tiCiSPECProject: Tigard High School Type: A2 snow Location: Tigard, Folder: Roof Date: 5/23/19 5:08 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 72% 1478 2053 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 90% 4836 5388 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 96% 0.417 0.436 L/377 L/360 1.0D+1.0S All Spans PASS Span Total 85% 0.554 0.654 L/283 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 1112 (115) 1112(115) Dead Reaction(Ib) 366 366 Total Reaction (Ib)(DOL%) 1478(115) 1478 (115) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 2.61 2.61 Req'd Bearing,Stiffeners(in) 1.93 1.93 HANGERS Model Top Face Member Header Size Left HU9* 18-10dx1.5" 6-10dx1.5" Ledger LVL DF/SP 1.75x11.875 Right BA1.81/11.88 6-10d lO-10d 2-l0dxl.5" Glulam DF/SP 5.125x18 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 LI 13'- 1.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 58 0 0'-0.0"to 13'-1.0" Adds To snow 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/23/2019 5:08:48 PM Tigard High School : Roof: A2 snow 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-I"",Red-I45", Red-I45L", Red-I58T°,Red-I65T", Red-I65TT" Red-I90", Red-I90HT°, Red-I9OHST", Red-LT", Red-LTT", Red- WT" Red-S"", Red-M"", Red-HT", RedLamT", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights 9 reserved. Project: Tigard High School Type: A3 snow Location: Tigard, Folder: Roof Date: 6/14/19 10:48 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I45TM @ 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) 46% 952 2053 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 76% 4107 5388 Snow(115%) 1.0D+1.OS All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 88% 0.505 0.575 L/410 L/360 1.OD+1.0S All Spans PASS Span Total 88% 0.763 0.863 L/271 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 630(115) 630(115) Dead Reaction (Ib) 322 322 Total Reaction(Ib) (DOL%) 952(115) 952(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 BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 le L 17'-3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 27.8 0 0'-0.0"to 17'-3.0" Adds To snow 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. • Sloped length multiplier= 1.000. Bevel cut add = 0.25". S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:48:09 AM Tigard High School : Roof: A3 snow 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-I", Red-I45"", Red-I45L", Red-I58",Red-I65T", Red-I65T"", Red-I90", Red-I90H",Red-I90HST" Red-L"°,Red-LT", Red- W", Red-S"", Red-MT'", Red-HT",RedLam", FloorChoice" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights10 reserved. Protect: Tigard High School Type: A3 Location: Tigard, OR Folder: Roof Date: 6/14/19 10:48 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 46% 949 2053 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 76% 4092 5388 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-Ib) 4% -312 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 65% 0.373 0.575 L/555 L/360 1.0D+1.OS All Spans PASS Span Total 88% 0.761 0.863 L/272 L/240 1.OD+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 466(115) 466(115) Dead Reaction(Ib) 483 483 Total Reaction(Ib) (DOL%) 949(115) 949(115) Net Uplift Reaction(Ib) (DOL%) -72 (160) -72(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 BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 IC A A 17'-3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 17'-3.0" Adds To wind 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. •Sloped length multiplier= 1.000. Bevel cut add = 0.25". 5:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:48:50 AM Tigard High School : Roof: A3 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-I45L°°,Red-158°'", Red-I65°°, Red-I65T°", Red-190°'", Red-I90H°°,Red-I90H5°'", Red-LT°, Red-LT",Red- W°° Red-S"", Red-MT°, Red-H°0,RedLam", FloorChoice°"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights11 reserved. 4ritiefilSPECProtect: Tigard High School Type: A3D Location: Tigard, OR Folder: Roof Date: 6/14/19 10:49 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: DOUBLE 11.875" Red-I45TM @ 48" 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) 46% 1897 4106 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 76% 8184 10776 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 4% -624 14992 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 65% 0.373 0.575 L/555 L/360 1.0D+1.0S All Spans PASS Span Total 88% 0.761 0.863 L/272 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 931 (115) 931 (115) Dead Reaction(lb) 966 966 Total Reaction (Ib)(DOL%) 1898(115) 1898(115) Net Uplift Reaction(Ib) (DOL%) -145 (160) -145(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 BA3.56/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA3.56/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 IC A A 17'-3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 17'-3.0" Adds To 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. • Connect multiple ply members per RedBuiltr" Installation Guidelines. •Sloped length multiplier= 1.000. Bevel cut add = 0.25". S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:49:21 AM Tigard High School : Roof: A3D 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. RedBuiltT'",RedSpecT'", Red-IT", Red-I45T'", Red-I45LT", Red-I58T", Red-I65T", Red-I65TT", Red-I90T", Red-I90HT", Red-I9OHST", Red-LT'", Red-LT", Red- WT" Red-ST'", Red-MT'", Red-HT'", RedLamT", FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights12 reserved. 47- 601SPECProject: Tigard High School Type: A4 Location: Tigard, OR Folder: Roof Date: 5/29/19 3:45 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 24% 495 2053 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 21% 1114 5388 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 1% -97 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 12% 0.035 0.300 L/999+ L/360 1.0D+1.OS All Spans PASS Span Total 16% 0.071 0.450 L/999+ L/240 1.OD+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 243 (115) 243(115) Dead Reaction(Ib) 252 252 Total Reaction(Ib) (DOL%) 495(115) 495 (115) Net Uplift Reaction(Ib) (DOL%) -43 (160) -43(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 ITS1.81/11.88 4-10d 2-10d 2-Strong-Grip Wall DF,Sheathed Dbl.Top Plate Flush Right ITS1.81/11.88 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip LVL DF/SP 1.75x11.875 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 9'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -36 0 0'-0.0"to 9'-0.0" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 3:45:15 PM Tigard High School : Roof: A4 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 RedBuilt"" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT°, RedSpecT'", Red-IT", Red-I45T", Red-I45LT", Red-158T", Red-I65T", Red-I65TT", Red-I90T" Red-I90HT", Red-I90HST",Red-LT', Red-LTT", Red- W"" Red-ST", Red-M"", Red-HT", RedLamT",FloorChoiceT'are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights13 reserved. Project: Tigard High School Type: A4 snow@62# 14rNe-OPSPECLocation: Tigard, Folder: Roof Date: 5/30/19 12:39 PM RedSpecTM by RedBuilt°'° Designer: Riley Roppel v7.1.9 Comment: 11.875" 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) 47% 962 2053 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 40% 2165 5388 Snow(115%) 1.0D+1.OS All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 34% 0.102 0.300 L/999+ L/360 1.OD+1.0S All Spans PASS Span Total 31% 0.138 0.450 L/784 L/240 1.OD+1.OS All Spans PASS SUPPORTS Support I Support 2 Live Reaction,Critical(Ib) (DOL%) 710(115) 710(115) Dead Reaction(Ib) 252 252 Total Reaction (Ib)(DOL%) 962(115) 962(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 ITS1.81/11.88 4-10d 2-10d 2-Strong-Grip Wall DF,Sheathed Dbl.Top Plate Flush Right ITS1.81/11.88 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip Ledger LVL DF/SP 1.75x11.875 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 9'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 51.9 0 0'-0.0"to 9'-0.0" Adds To snow 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/30/2019 12:39:11 PM Tigard High School : Roof: A4 snow@62# 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° associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT", RedSpecT", Red-IT",Red-I45T'",Red-I45LT", Red-I58T'", Red-I65'", Red-I65TT", Red-I90T'", Red-I9OHT'", Red-I9OHST'", 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 rights14 reserved. 47<tit9SPECProtect: Tigard High School Type: A4 FA down Location: Tigard, OR Folder: Roof Date: 6/20/19 12:14 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.10 Comment: 11.875" 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) 56% 1596 2856 Wind(160%) 1.OD+0.6W All Spans PASS Positive Moment(ft-Ib) 22% 1626 7496 Wind(160%) 1.0D+0.75S+0.45W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 18% 0.055 0.300 L/999+ L/360 1.0D+0.75S+0.315W All Spans PASS Span Total 20% 0.090 0.450 L/999+ L/240 1.0D+0.75S+0.315W All Spans PASS SUPPORTS Support 1 Support 2 Hangers designed for gravity Live Reaction,Critical(Ib) (DOL%) 1344(160) 243(115) Live Reaction,Max. (Ib) (DOL%) 1344(160) 308(160) and typical uplift loads only. Dead Reaction(Ib) 252 252 EOR to specify strap to Total Reaction (Ib)(DOL%) 1596(160) 560(160) Bearing Flush Flush restrain joist at fall arrest Support Wall Ledger Req'd Bearing,No Stiffeners(in) 1.75 1.75 locations. See detail 1/3. Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left HB1.81X*H=11.813 6-16d 16-16d 10-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush Right ITS1.81/11.88 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip LVL DF/SP 1.75x11.875 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 ik I 9'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) 1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 12:14:22 PM Tigard High School : Roof: A4 FA 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-I45"", Red-I45L'"",Red-I58T'", Red-I65'", Red-I90"", Red-I90H"",Red-I90HS'', Red-LT"', Red-W'"', Red-S'"^, Red-M"",15 Red-HT"",RedLamT'',FloorChoice"" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2019 RedBuilt LLC.All rights reserved. Project: Tigard High School Type: A4 FA up .441rXe-C1SPECLocation: Tigard, OR Folder: Roof Date: 6/20/19 12:18 PM RedSpecTM by RedBuiltT" Designer: Riley Roppel v7.1.10 Comment: 11.875" 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) 42% -1193 2856 Wind(160%) 0.6D+0.6W All Spans PASS Positive Moment(ft-lb) 21% 1114 5388 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 13% -985 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 13% -0.040 -0.300 L/999+ L/360 1.0D+0.42W All Spans PASS Span Total 16% 0.071 0.450 L/999+ L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 n Haers designed for gravity Reaction,Critical (Ib) (DOL%) 243(115) 243 (115) g 9 g y Dead Reaction(Ib) 252 252 and typical uplift loads only. Total Reaction(Ib)(DOL%) 495 (115) 495(115) Net Uplift Reaction (Ib) (DOL%) -1193 (160) -17(160) EOR to specify strap to Bearing Flush Flush restrain joist at fall arrest Support Wall Ledger Req'd Bearing,No Stiffeners(in) 1.75 1.75 locations. See detail 1/3. Req'd Bearing,Stiffeners(in) - - HB1.81X*H11.813 6-16d 16-16d 10-10dx1.5" Wall DF Sheather Flush Dbl.Top Plate HANGERS Model Top Face Member leader Size Left ttorre--Fewul- Right ITS1.81/11.88* 4-10dx1.5" 4-10dx1.5" 4-10dx1.5" LVL DF/SP 1.75x11.875 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 9'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) -1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 12:18:45 PM Tigard High School : Roof: A4 FA 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 RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT'",RedSpecT", Red-IT",Red-I45T'", Red-I45LT",Red-158T",Red-165T'", Red-I90T", Red-I90HT", Red-I9OHST", Red-LT',Red-WT",Red-ST'", Red-MT" ,16 Red-HT'", RedLamT'", FloorChoiceT' are trademarks of RedBuilt LLC,Boise ID, USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. Project: Tigard High School Type: AS Location: Tigard, OR Folder: Roof Date: 5/30/19 1:25 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I45TM @ 24. 125" 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) 40% 815 2053 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 56% 3007 5388 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 3% -230 7496 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 42% 0.208 0.492 L/852 L/360 1.0D+1.OS All Spans PASS Span Total 57% 0.423 0.738 L/418 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 400(115) 400(115) BA capacity with 10d nails: Dead Reaction(Ib) 415 415 p Y Total Reaction(Ib) (DOL%) 815 (115) 815 (115) Gravity = 2695# Net Uplift Reaction (Ib) (DOL%) -62(160) -62(160) Bearing Flush Flush Uplift = 256# 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 BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA1.81/11.88 2-10dx1.5" Sawn DF 4x8(Nailer) (* = Web stiffeners required) 6-10d 10-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 14'-9.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24.12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 14'-9.0" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/30/2019 1:25:07 PM Tigard High School : Roof: A5 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-I",Red-I45", Red-I45L", Red-I58", Red-165", Red-I65TT", Red-190",Red-190HT", Red-I9OHS", Red-LT", Red-LT", Red- W"" Red-S", Red-M", Red-HT'", RedLam'", FloorChoice" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2018 RedBuilt LLC.All rights17 reserved. Project: Tigard High School Type: A5 snow Location: Tigard, OR Folder: Roof Date: 5/30/19 12:57 PM RedSpecT' by RedBuilt Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I45TM @ 24. 125" 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) 64% 1305 2053 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 89% 4811 5388 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 94% 0.462 0.492 L/384 L/360 1.OD+1.0S All Spans PASS Span Total 92% 0.677 0.738 L/261 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 890(115) 890(115) Dead Reaction (Ib) 415 415 BA capacity with 10d nails: Total Reaction (Ib)(DOL%) 1305(115) 1305 (115) Gravity = 2695# Bearing Flush Flush Y Support Beam Beam Uplift = 256# Req'd Bearing,No Stiffeners(in) 2.13 2.13 Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left BA1.81/11.88* 4-1/8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA1.81/11.88 2-10dx1.5" Sawn DF 4x8(Nailer) (* =Web stiffeners required) 6-10d 10-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 14'-9.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24.12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 33 0 0'-0.0"to 14'-9.0" Adds To snow 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/30/2019 12:57:47 PM Tigard High School : Roof:A5 snow 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 RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red-I'",Red-I45", Red-I45L", Red-I58" Red-I65T", Red-I65TT", Red-I90T",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 rights18 reserved. 41rNeZISPECProtect: Tigard High School Type: A6D snow Location: Tigard, OR Folder: Roof Date: 5/24/19 10:00 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: DOUBLE 11.875" 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) 49% 2025 4106 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 30% 3212 10776 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 24% 0.107 0.441 L/999+ L/360 1.0D+1.0S All Spans PASS Span Total 29% 0.190 0.662 L/834 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 1073(115) 516(115) Dead Reaction(Ib) 954 398 Total Reaction(Ib) (DOL%) 2026(115) 914(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 BA3.56/11.88* 4-1 8"WELD 8-10dx1.5" Structural Steel 3 or WIDER Right BA3.56/11.88 6-16d - 2-10dx1.5" Sawn DF 4x8(Nailer) (* = Web stiffeners required) 6-10d 10-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.5/12 i< vl A 0 13'-2.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 10 0 0'-0.0"to 13'-2.75" Adds To snow Point lb Snow(115%) 610 610 0'-7.0" Adds To header 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 = 0.49". S:\Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/24/2019 10:00:32 AM Tigard High School : Roof: A6D snow 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. RedBuiltT'",RedSpecT",Red-IT",Red-I45", Red-145LT", Red-I58", Red-I65T", Red-I65TT", Red-I90", Red-190HT", Red-I9OHST", Red-LT'", Red-LTT", Red- WT" Red-S"", Red-MT", Red-HT", RedLam", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights19 reserved. 1;,<COISPECProject: Tigard High School Type: A6 snow Location: Tigard, Folder: Roof Date: 6/24/19 3:44 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.10 Comment: 11.875" 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) 57% 1164 2053 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 71% 3851 5388 Snow(115%) 1.0D+1.05 All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 69% 0.306 0.441 L/518 L/360 1.0D+1.0S All Spans PASS Span Total 68% 0.449 0.662 L/353 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 BA capacity with 10d nails: Live Reaction,Critical (lb) (DOL%) 794(115) 794(115) BA capacity with 1/8" Dead Reaction(Ib) 370 370 Gravity = 2695# Total Reaction(Ib) (DOL%) 1164(115) 1164(115) WELD: Bearing Flush Flush Uplift = 256# Gravity3695# Support Beam Beam = Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - 4-1/8"WELD 8-10dx1.5" HANGERS Model Top Face Member Header Size Left BA1.81/11.88 o-ruVHi-oLNCI) -2-t6 tr175.- Structural Steel 3 or WIDER Right BA1.81/11.88 G 1Gd 8 16J 2-10dx1.5" Sawn DF 4x8(Nailer) 6-10d 10-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 IC A A 13'-2.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 33 0 0'-0.0"to 13'-2.75" Adds To snow 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. • Sloped length multiplier= 1.000. Bevel cut add =0.25". S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/24/2019 3:44:31 PM Tigard High School : Roof:A6 snow 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-I",Red-I45", Red-I45LT',Red-I58", Red-I65T", Red-I90", Red-I90HT',Red-I9OHST'", Red-LT', Red-W", Red-ST'", Red-M"',20 Red-HT"', RedLam""', FloorChoice" are trademarks of RedBuilt LLC,Boise ID, USA. Copyright© 2010-2019 RedBuilt LLC.All rights reserved. 47-.‘<'edSPECProject: Tigard High School Type: B snow @27# Location: Tigard, OR Folder: Roof Date: 5/29/19 4:36 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 24" Red-I65TM @ 12" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS °/a Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 48% 1781 3680 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 90% 14246 15904 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 85% 0.909 1.067 L/422 L/360 1.0D+1.0S All Spans PASS Span Total 76% 1.215 1.600 L/316 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 1333 (115) 1333 (115) Dead Reaction(Ib) 448 448 Total Reaction (Ib)(DOL%) 1781 (115) 1781 (115) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left HIT324* 4-l0d 6-1Od 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right HIT324* 4-10d 6-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 32'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 56.3 0 0'-0.0"to 32'-0.0" Adds To snow driftt 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. S:LSold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 4:36:52 PM Tigard High School : Roof: B snow @27# 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° associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT", RedSpecT°,Red-IT",Red-I45T°,Red-I45LT°,Red-I58T°, Red-165T", Red-T65TT", Red-I90T°, Red-I90HT°, Red-I90HST°, Red-LT",Red-LTT", Red- WT", Red-ST", Red-MT", Red-HT", RedLamT", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights21 reserved. 4.1-<',COPSPECProject: Tigard High School Type: B Location: Tigard, OR Folder: Roof Date: 5/30/19 9:09 AM RedSpecT`" by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 24" 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) 49% 1788 3680 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 91% 14523 15904 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 5% -1109 22128 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 58% 0.625 1.083 L/624 L/360 1.0D+1.OS All Spans PASS Span Total 78% 1.274 1.625 L/306 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 878(115) 878(115) Dead Reaction(Ib) 910 910 Total Reaction(Ib) (DOL%) 1787(115) 1787 (115) Net Uplift Reaction(Ib) (DOL%) -137(160) -137 (160) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left HIT324* 4-10d 6-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush Right HIT324* 4-10d 6-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 32'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 32'-6.0" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/30/2019 9:09:50 AM Tigard High School : Roof: B 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-I90T", Red-I90HT", Red-I90HST",Red-L", Red-LT'', Red- W",Red-S", Red-M'", Red-H", RedLam", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights22 reserved. Protect: Tigard High School Type: B FA down Location: Tigard, OR TI 'SPEC Folder: Roof Date: 6/20/19 10:39 AM RedSpecT"' by RedBuilt"' Designer: Riley Roppel v7.1.10 Comment: 24" Red-I65TM @ 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) 42% 2145 5120 Wind(160%) 1.0D+0.75S+0.45W All Spans PASS Positive Moment(ft-lb) 61% 9682 15904 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 38% 0.417 1.083 L/935 L/360 1.0D+1.0S All Spans PASS Span Total 52% 0.849 1.625 L/459 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Hangers designed for gravity Live Reaction,Critical(Ib) (DOL%) 1538(160) 585(115) Dead Reaction (Ib) 607 607 and typical uplift loads only. Total Reaction (Ib)(DOL%) 2145 (160) 1192(115) Bearing Flush Flush EOR to specify strap to Support Wall Wall restrain joist at fall arrest Req'd Bearing,No Stiffeners(in) - IOCatIOnS. See detail �3. Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left HB2.56/24* 6-16d 16-16d 10-16dx2.5" Wall DF,Sheathed Dbl.Top Plate Flush Right HIT324* 4-10d 6-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A I. 32'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) 1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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. S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 10:39:38 AM Tigard High School : Roof: B FA 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°'",RedSpecT°, Red-IT'", Red-I45T'", Red-I4512'", Red-I58T", Red-I65'", Red-I90T°, Red-I90HT", Red-I90HST'", Red-LT",Red-WT'",Red-S"", Red-MT", 23 Red-HT",RedLamT`",FloorChoiceT"'are trademarks of RedBuilt LLC,Boise ID, USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. eirKedSPECProject: Tigard High School Type: B FA up Location: Tigard, Folder: Roof Date: 6/20/19 11:05 AM RedSpecT" by RedBuiltT" Designer: Riley Roppel v7.1.10 Comment: 24" Red-I65TM @ 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) 32% 1192 3680 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 61% 9682 15904 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 4% -827 22128 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 38% 0.417 1.083 L/935 L/360 1.0D+1.0S All Spans PASS Span Total 52% 0.849 1.625 L/459 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Hangers designed for gravity Live Reaction,Critical(lb) (DOL%) 585 (115) 585(115) and typical uplift loads only. Dead Reaction(Ib) 607 607 Total Reaction (Ib) (DOL%) 1192(115) 1192(115) EOR to specify strap to Net Uplift Reaction (Ib)(DOL%) -1101 (160) Bearing Flush Flush restrain joist at fall arrest Support Wall Wall locations. See detail 1/3. Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 6-16d 16-16d 2-10dx1.5" Wall DF,Sheathed Flush Dbl.Top Plate HANGERS Model Top Face Member Header Size Left Nonc round HB2.56/24' Right HIT324* 4-10d 6-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A 32'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) -1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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:LSoId Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 11:05:57 AM Tigard High School : Roof: B FA 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 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" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltaa,RedSpecT", Red-IT'", Red-I45'", Red-I45LT", Red-I58T", Red-I65T°, Red-I90T", Red-I90H°", Red-I90HST'", Red-LT°, Red-WT",Red-ST°, Red-MT",24 Red-HT", RedLamT'",FloorChoice°`"are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2019 RedBuilt LLC.All rights reserved. Protect: Tigard High School Type: Cl snow Location: Tigard, OR 4:•�� Folder: Roof Date: 5/29/19 4:30 PM RedSpec"'" by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 16" 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) 59% 1922 3232 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 74% 11150 15082 Snow(115%) 1.OD+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 85% 0.659 0.774 L/423 L/360 1.OD+1.OS All Spans PASS Span Total 86% 0.995 1.160 L/280 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (lb) (DOLGA) 1272(115) 1272 (115) Dead Reaction(Ib) 650 650 Total Reaction (Ib) (DOL%) 1922 (115) 1922(115) Bearing Flush Flush Support Beam Beam Req'd Bearing,No Stiffeners(in) 2.72 2.72 Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left BA3.56/16* 6-10d 8-10d 2-lOdx1.5" Sawn DF 2x6 DBL(Nailer) Right BA3.56/16* G 1Gd R-1 6r1 2-10dx1.5" Sawn DF 4x8(Nailer) (* = Web stiffeners required) 6-10d 8-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 23'-2.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 27.8 0 0'-0.0"to 23'-2.5" Adds To snow 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. S:' Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 4:30:22 PM Tigard High School : Roof: Cl snow 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. RedBuiltr", RedSpecT"^,Red-I"", Red-I45"", Red-I45LT", Red-I58T", Red-I65T", Red-I65TT", Red-I90"", Red-I90H"", Red-I9OHST", Red-L"",Red-LT"", Red- W""' Red-S"", Red-M"", Red-HT'", RedLamT", FloorChoice"" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights25 reserved. 4riKeCiSPECProtect: Tigard High School Type: Cl Location: Tigard, OR Folder: Roof Date: 5/21/19 10:11 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 16" 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) 39% 1276 3232 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-Ib) 49% 7406 15082 Snow(115%) 1.OD+1.0S All Spans PASS Negative Moment(ft-Ib) 3% -566 20984 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) °/U Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 42% 0.325 0.774 L/858 L/360 1.OD+1.0S All Spans PASS Span Total 57% 0.661 1.160 L/421 L/240 1.OD+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 627(115) 627(115) Dead Reaction(lb) 650 650 Total Reaction (Ib)(DOL%) 1276(115) 1276(115) Net Uplift Reaction(Ib) (DOL%) -97(160) -97(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 BA3.56/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right BA3.56/16* 6-16U 8 16d 8-10dx1.5" Sawn DF 4x8(Nailer) (* =Web stiffeners required) 6-10d 8-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 23'-2.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 23'-2.5" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/21/2019 10:11:54 AM Tigard High School : Roof: Cl 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-I65", Red-I65TT" Red-I90", Red-I90HT", Red-I9OHS"", Red-LT'", Red-LTT", Red- WT" Red-ST", Red-M"", Red-HT", RedLam", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights26 reserved. 11-KefiSPECProject: Tigard High School Type: C1D header Location: Tigard, OR Folder: Roof Date: 6/14/19 10:54 AM RedSpecT'" by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: DOUBLE 16" Red-I90TM @ 48" 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) 51% 3316 6463 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 64% 19415 30164 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 55% 0.431 0.779 L/651 L/360 1.0D+1.0S All Spans PASS Span Total 75% 0.877 1.169 L/320 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 1632(115) 1575 (115) HWP capacity with Dead Reaction(Ib) 1684 1632 nailing: Total Reaction(Ib) (DOL%) 3316(115) 3207 (115) nag Bearing Flush Flush 3955# gravity load Support Beam Beam Req'd Bearing,No Stiffeners(in) 1.90 1.75 Req'd Bearing,Stiffeners(in) 1.75 - 10d 6-16d 1 1 Qdx1.5" HANGERS Model Top Face ember Header Size Left HWP7.12*H=15.938 3 16,1.2.5" G-16dx2.5" 12-10dx1.5' Sawn DF 4x8(Nailer) Right HWP7.12*H=15.938 3 16dx2.5" 6 1Gdx2.5" 12 10dx1.c" Sawn DF 4x6(Nailer) (* =Web stiffeners required) 3-10d 6-16d 12-10dx1.5" SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 S!7 b A A 23'-4.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Snow(115%) 432 448 15'-3.5" Adds To header Point lb Snow(115%) 250 250 2'-9.437" Adds To header 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. •Connect multiple ply members per RedBuilt" Installation Guidelines. S:\Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 10:54:13 AM Tigard High School : Roof: C1D header 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-I58", Red-I65", Red-I65TT", Red-I90", Red-I90HT", Red-I9OHST", 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 rights27 reserved. 41P--<PeiSPECProtect: Tigard High School Location: Tigard, OR Type: CMBA hanger Folder: Roof Date: 6/24/19 3:50 PM RedSpecT"' by RedBuiltTM Designer: Riley Roppel v7.1.10 Comment: DOUBLE 16" Red-I90TM @ 48" 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% 2571 6463 Snow(115%) 1.OD+1.0S All Spans PASS Positive Moment(ft-lb) 50% 15026 30164 Snow(115%) 1.OD+1.0S All Spans PASS Negative Moment(ft-lb) 3% -1147 41968 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 43% 0.333 0.779 L/841 L/360 1.OD+1.0S All Spans PASS Span Total 58% 0.679 1.169 L/413 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 1262(115) 1262(115) Dead Reaction (lb) 1309 1309 Total Reaction(Ib)(DOL%) 2571 (115) 2571 (115) Net Uplift Reaction (Ib) (DOL%) -196(160) -196(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 BA7.12/16 6-16d 8-16d 2-lOdx1.5" Sawn DF 4x8(Nailer) Right BA7.12/16 6-16d 8-16d 2-10dx1.5" Sawn DF 4x6(Nailer) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 23'-4.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 23'-4.5" Adds To wind 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. •Connect multiple ply members per RedBuilt"" Installation Guidelines. S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/24/2019 3:50:49 PM Tigard High School : Roof: C1D BA hanger 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-258"", Red-I65'", Red-I90"", Red-I90H"", Red-I9OHS"",Red-LT",Red-WT",Red-S"", Red-MTM 28 Red-HT'', RedLam""', FloorChoiceT' are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2019 RedBuilt LLC. All rights reserved. elisIKe01SPECProtect: Tigard High School Type: C1D Location: Tigard, OR Folder: Roof Date: 6/14/19 11:00 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: DOUBLE 16" Red-I90TM @ 48" 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) 40% 2571 6463 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 50% 15026 30164 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 3% -1147 41968 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 43% 0.333 0.779 L/841 L/360 1.0D+1.05 All Spans PASS Span Total 58% 0.679 1.169 L/413 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 1262 (115) 1262(115) Dead Reaction(lb) 1309 1309 Nailing good for Total Reaction(Ib) (DOL%) 2571 (115) 2571 (115) Net Uplift Reaction(Ib) (DOL%) -196(160) -196(160) 5145# down, 1535# Bearing Flush Flush r1 Support Beam Beam Uf Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - 3-10d 6-16d 12-10dx1.5" HANGERS Model Top Face Member Header Size Left HWP7.12*H=15.938 3 16dx2.5" 6 16dx2.5" 12 l0e1x1.5" Sawn DF 4x8(Nailer) Right HWP7.12*H=15.938 3-16dx2.5' 6-i6dx2.5 iz-luaxi.s Sawn DF 4x6(Nailer) (* = Web stiffeners required) 3-10d 6-16d 12-10dx1.5" SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 0 23'-4.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 23'-4.5" Adds To wind 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. •Connect multiple ply members per RedBuilt" Installation Guidelines. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 11:00:45 AM Tigard High School : Roof: C1D 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-I",Red-I45", Red-I45L", Red-I58", Red-I65", Red-I65T", Red-I90", Red-I90H",Red-I90HST", Red-LT", 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 rights29 reserved. Protect: Tigard Hgh School Location: Tigard, Type: C3 16" depth iNiFolder: Roof Date: 6/14/19 8:10 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 16" Red-I90TM @ 12" 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) 30% 979 3232 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-Ib) 58% 8715 15082 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-Ib) 3% -666 20984 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 70% 0.833 1.187 L/513 L/360 1.0D+1.05 All Spans PASS Span Total 95% 1.696 1.780 L/252 L/240 1.0D+1.OS All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 481 (115) 481 (115) Dead Reaction(Ib) 498 498 Total Reaction (Ib) (DOL%) 979(115) 979(115) Net Uplift Reaction (Ib) (DOL%) -75 (160) -75(160) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left BA3.56/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right BA3.56/16 6-10d 8-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 35'-7.25" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 35'-7.25" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 8:10:16 AM Tigard High School : Roof: C3 16"depth 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-LT", Red-LT'", Red- W'", Red-5'", Red-M'", Red-H'", RedLam°",FloorChoice"are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights30 reserved. Project: Tigard High School 1KtiCiSPECLocation: Tigard, OR Type: C5 16" depth Folder: Roof Date: 6/14/19 8:11 AM RedSpecTM by RedBuilt"" Designer: Riley Roppel v7.1.9 Comment: 16" Red-I90TM @ 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) 36% 1153 3232 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 60% 9072 15082 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 3% -693 20984 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 66% 0.688 1.049 L/549 L/360 1.0D+1.0S All Spans PASS Span Total 89% 1.401 1.573 L/269 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 566(115) 566(115) Dead Reaction(Ib) 587 587 Total Reaction(Ib) (DOL%) 1153(115) 1153 (115) Net Uplift Reaction (Ib) (DOL%) -88(160) -88(160) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left BA3.56/16 6-10d 8-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush Right BA3.56/16 6-10d 8-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 31'-5.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 31'-5.5" Adds To wind 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. S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/14/2019 8:11:03 AM Tigard High School : Roof: C5 16"depth 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-I58T",Red-I65T", Red-I65T""', Red-I90"", Red-I90HT", Red-I90HS"", Red-LT", Red-LT"", Red- WT"' Red-ST", Red-MT", Red-HT", RedLamT", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights31 reserved. 7I1SPEC Project: Tigard High School Type: El snow Location: Tigard, OR Folder: Roof Date: 5/21/19 12:41 PM RedSpecTm by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I65TM @ 12" 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) 39% 1003 2593 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 66% 5138 7762 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 98% 0.672 0.683 L/366 L/360 1.0D+1.05 All Spans PASS Span Total 92% 0.941 1.024 L/261 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 717 (115) 717(115) Dead Reaction(Ib) 287 287 Total Reaction(Ib) (DOL%) 1003(115) 1003(115) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - 4-1 Odx1.5" 2-1 Odx1.5" HANGERS Model Top Face Member Header Size Left ITS2.56/11.88 4-iod 2 1Gd 2-Strong-Grip Sawn DF 4x8(Nailer) Right ITS2.56/11.88 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip LVL DF/SP 1.75x11.875 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 20'- 5.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 43 0 0'-0.0"to 20'-5.75" Adds To snow 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. S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/21/2019 12:41:46 PM Tigard High School : Roof: El snow 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"' associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT°,RedSpecT", Red-IT"', Red-I45°°, Red-I45LTa, Red-I58T°",Red-I65T°, Red-I65TT"', Red-I90T°, Red-190HT°, Red-I9OHST°, Red-LT°, Red-LTT°,Red- WT" Red-ST°, Red-MT'",Red-HT°, RedLamT°, FloorChoice""are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights32 reserved. Project: Tigard High School Type: El 14.-"KedSPECLocation: Tigard, OR Folder: Roof Date: 5/21/19 10:51 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I65TM @ 24" o.c. O DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 43% 1126 2593 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-Ib) 74% 5767 7762 Snow(115%) 1.0D+1.05 All Spans PASS Negative Moment(ft-lb) 4% -440 10800 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 76% 0.518 0.683 L/474 L/360 1.0D+1.0S All Spans PASS Span Total 103% 1.056 1.024 L/233 L/240 1.0D+1.OS All Spans FAIL SUPPORTS Support 1 Support 2 Live Reaction,Critical (lb) (DOL%) 553 (115) 553(115) Dead Reaction(lb) 573 573 Acceptable per EOR. Total Reaction (lb) (DOL%) 1126(115) 1126(115) Net Uplift Reaction (Ib) (DOL%) -86(160) -86 (160) Bearing Flush 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 Left ITS2.56/11.88 4-10dx1.5" 2-10dx1.5" 2-Strong-Grip Ledger LVL DF/SP 1.75x11.875 Right ITS2.56/11.88 4-16d 2 16d 2-Strong-Grip Sawn DF 4x8(Nailer) -4-10dx1.5" 2 10dx1.5" SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 20'-5.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 20'-5.75" Adds To wind 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. S:LSold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/21/2019 10:51:55 AM Tigard High School : Roof: El 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'r", RedSpecT", Red-IT", Red-I45"", Red-I45LT", Red-I58T", Red-I65T", Red-165TT", Red-I90T", Red-I90H"", Red-I90HST", Red-L"", 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 rights33 reserved. 4V- itiCISPECProject: Tigard High School Type: E2 snow @27# Location: Tigard, OR Folder: Roof Date: 5/29/19 3:47 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I65TM @ 12" o.c. DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 46% 1196 2593 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 83% 6431 7762 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 135% 0.964 0.717 L/268 L/360 1.0D+1.0S All Spans FAIL Span Total 120% 1.288 1.075 L/200 L/240 1.0D+1.0S All Spans FAIL SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 895 (115) 895 (115) Acceptable per EOR. Dead Reaction (Ib) 301 301 p Total Reaction (Ib)(DOL%) 1196(115) 1196 (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 BA2.56/11.88 6-10d 8-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush Right BA2.56/11.88 6-16(1 8 1Gd 2-10dx1.5" Sawn DF 4x8(Nailer) 6-10d 8-10d SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 D 21'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 56.3 0 0'-0.0"to 21'-6.0" Adds To snow 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 3:47:47 PM Tigard High School : Roof: E2 snow©27# 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-I65", 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© 201.0-2018 RedBuilt LLC.All rights34 reserved. 1-KedSPECProject: Tigard High School Type: E2 Location: Tigard, OR Folder: Roof Date: 5/29/19 3:47 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 11.875" Red-I65TM @ 24" o.c. DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 46% 1182 2593 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 82% 6356 7762 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 4% -485 10800 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 87% 0.625 0.717 L/413 L/360 1.0D+1.0S All Spans PASS Span Total 118% 1.273 1.075 L/203 L/240 1.0D+1.0S All Spans FAIL SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 580(115) 580 (115) Dead Reaction(lb) 602 602 Acceptable per EOR. Total Reaction(Ib) (DOL%) 1182 (115) 1182(115) Net Uplift Reaction(Ib) (DOL%) -90 (160) -90(160) 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 BA2.56/11.88 6-10d 8-10d 2-10dx1.5" Wall DF,Sheathed Dbl.Top Plate Flush Right BA2.56/11.88 6-1GJ 8 16d 2-lOdxl.5' Sawn DF 4x8(Nailer) 6-1Od 8-1Od SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 21'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 21'-6.0" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 3:47:02 PM Tigard High School : Roof: E2 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-I58T", Red-I65T", Red-I65T"",Red-I90"", Red-I90H"", Red-I90HST", Red-L"",Red-LTT'", Red- WT" Red-S"", Red-M"", Red-HT", RedLam"^, FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2018 RedBuilt LLC.All rights35 reserved. Protect: Tigard High School Location: Tigard, Type: F snow @ 27# 1--- e.ZISPEC Folder: Roof Date: 5/29/19 4:35 PM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.9 Comment: 24" Red-I90TM @ 12" 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) 51% 2003 3910 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 80% 18031 22655 Snow(115%) 1.0D+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 91% 1.095 1.200 L/394 L/360 1.0D+1.0S All Spans PASS Span Total 81% 1.463 1.800 L/295 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 1499(115) 1499(115) Dead Reaction(Ib) 504 504 Total Reaction(Ib) (DOL%) 2003 (115) 2003 (115) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left HIT424* 4-10d 6-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right HIT424* 4-10d 6-10d 2-l0dxl.5" Wall DF,Sheathed Dbl.Top Plate Flush (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 36'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Snow(115%) 56.3 0 0'-0.0"to 36'-0.0" Adds To snow 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. S:\_Sold Projects\llxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/29/2019 4:35:13 PM Tigard High School : Roof: F snow @ 27# 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 RedBuilt"" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT0, RedSpecT", Red-IT",Red-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-I65TT", Red-I90T", Red-190HT", Red-I90HST", 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 rights36 reserved. 1- .'<'&01SPECProject: Tigard High School Type: F Location: Tigard, OR Folder: Roof Date: 5/30/19 12:27 PM RedSpecTM by RedBuiltT`" Designer: Riley Roppel v7.1.9 Comment: 24" 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) 51% 1987 3910 Snow(115%) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 79% 17944 22655 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 4% -1370 31520 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 60% 0.719 1.204 L/603 L/360 1.0D+1.0S All Spans PASS Span Total 81% 1.465 1.806 L/296 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 975(115) 975 (115) Dead Reaction(Ib) 1011 1011 Total Reaction(Ib) (DOL%) 1987 (115) 1987 (115) Net Uplift Reaction(Ib) (DOL%) -152(160) -152 (160) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left HIT424* 4-10d 6-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right HIT424* 4-10d 6-10d 2-lOdx1.5" Wall DF,Sheathed Dbl.Top Plate Flush (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 36'- 1.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 24" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 36'-1.5" Adds To wind 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 5/30/2019 12:27:36 PM Tigard High School : Roof: F 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 RedBuilt"" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT°, RedSpec°'^,Red-Ir",Red-I45"'",Red-I45L"", Red-I58T°, Red-I65T°, Red-I65TT'", Red-I90T°, Red-190HT°,Red-I90HST", Red-L"°, 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 rights37 reserved. Protect: Tigard High School Type: F FA down 14(*XedSPECLocation: Tigard, Folder: Roof Date: 6/24/19 4:09 PM RedSpecT"' by RedBuiltTM Designer: Riley Roppel v7.1.10 Comment: 24" Red-I90TM @ 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) 42% 2265 5440 Wind(160%) 1.0D+0.75S+0.45W All Spans PASS Positive Moment(ft-lb) 53% 11963 22655 Snow(115%) 1.OD+1.OS All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 40% 0.480 1.204 L/904 L/360 1.0D+1.0S All Spans PASS Span Total 54% 0.977 1.806 L/444 L/240 1.OD+1.0S All Spans PASS SUPPORTS Support 1 Support 2 it rav Hangers designed for Live Reaction,Critical(Ib) (DOL%) 1590 (160) 650(115) g g gravity Dead Reaction (Ib) 674 674 and typical uplift loads only. Total Reaction (Ib)(DOL%) 2265(160) 1325 (115) EOR to specify strapto Bearing Flush Flush p Support Wall Wall restrain joist at fall arrest Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 locations. See detail 1/3. HANGERS Model Top Face Member Header Size Left HB3.56/24* 6-16d 16-16d 10-16d Wall DF,Sheathed Dbl.Top Plate Flush Right HIT424* 4-10d 6-10d 2-10dx1.5" Wall DF, Sheathed Dbl.Top Plate Flush (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A 1 36'- 1.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) 1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/24/2019 4:09:57 PM Tigard High School : Roof: F FA 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-IT",Red-I45", Red-I45LT", Red-I58"", Red-I65", Red-I90", Red-I90HT" Red-I9OHS"", Red-LT",Red-W", Red-S"", Red-MT',38 Red-HT", RedLamT"', FloorChoice""are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC. All rights reserved. 17t'' project: Tigard High School Type: F FA up Location: Tigard, OR Folder: Roof Date: 6/24/19 4:10 PM RedSpecTM by RedBuilt" Designer: Riley Roppel v7.1.10 Comment: 24" Red-I90TM @ 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) 34% 1325 3910 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 53% 11963 22655 Snow(115%) 1.OD+1.0S All Spans PASS Negative Moment(ft-lb) 2% -774 31520 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 40% 0.480 1.204 L/904 L/360 1.0D+1.0S All Spans PASS Span Total 54% 0.977 1.806 L/444 L/240 1.OD+1.OS All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 650(115) 650(115) Hangers designed for gravity Dead Reaction (lb) 674 674 and typical uplift loads only. Reaction (Ib)(DOL%) 1325 (115) 1325 (115) yp p Y. Net Uplift Reaction (Ib) (DOL%) -1066(160) EOR to specify strap to Bearing Flush Flush Support Wall Wall restrain joist at fall arrest Req'd Bearing,No Stiffeners(in) - - locations. See detail 1/3. Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left m iaut,HB3.56/24* 6-16d 16-16d 10-16d wall DF,Sheathed oat.Top Plate r7usn Right HIT424* 4-10d 6-10d 2-1Odx1.5" Wall DF, Sheathed Dbl.Top Plate Flush (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 1 36'- 1.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 16" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) -1260 0 0'-0.0"to 2'-0.0" Adds To fall arrest 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\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/24/2019 4:10:23 PM Tigard High School : Roof: F FA 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", RedSpecT", Red-IT'",Red-I45T", Red-I45LT", Red-I58T",Red-I65T", Red-I90", Red-I90HT", Red-I9OHST",Red-LT",Red-WT", Red-ST",Red-MT", 39 Red-HT", RedLam'", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2019 RedBuilt LLC. All rights reserved. ilie-filSPECProtect: Tigard High School Type: G FA down Location: Tigard, Folder: Roof Date: 6/20/19 10:18 AM RedSpecTM by RedBuilt"' Designer: Riley Roppel v7.1.10 Comment: 11.875" Red-I90TM @ 12" o.c. Deflection not applicable OVERLOADED with serviceability limitations and FA loading DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 66% 2396 3608 Wind(160%) 1.OD+0.6W All Spans PASS Positive Moment(ft-lb) 91% 14014 15368 Wind(160%) 1.0D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 153% 1.095 0.717 L/236 L/360 1.0D+0.42W All Spans FAIL Span Total 123% 1.326 1.075 L/195 L/240 1.0D+0.42W All Spans FAIL SUPPORTS Support 1 Support 2 Hangers designed for gravity Live Reaction,Critical(Ib) (DOL%) 2095(160) 929(160) and typical uplift loads only. Dead Reaction(lb) 301 301 Total Reaction(lb)(DOL%) 2396(160) 1230(160) EOR to specify strap to Bearing Flush Flush Support Beam Wall restrain joist at fall arrest Req'd Bearing,No Stiffeners(in) 2.10 1.75 locations. See detail 1/3. Req'd Bearing,Stiffeners(in) 1.75 - HANGERS Model Top Face Member Header Size Left HB3.56/11.88* 6-16d 16-16d 10-16d Wall DF,Sheathed Dbl.Top Plate Flush Right HB3.56/11.88* 6-16d 16-16d 10-16d Sawn DF 4x8(Nailer) (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 I 21'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) 1260 0 4'-7.25"to 8'-7.25" Adds To fall arrest 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. S:\_Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 10:18:30 AM Tigard High School : Roof: G FA 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 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 RedBuiltr" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT'",RedSpecT", Red-IT",Red-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-190-"", Red-190HW", Red-I90HST", Red-LT",Red-WT",Red-ST", Red-MT" ,40 Red-HT"', RedLamT", FloorChoice""are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. " ,,!,/./` Protecti: Tigard High School Lout.,: Tigard, OR Type: G FA up Folder: Roof Date: 6/20/19 10:19 AM RedSpecTM by RedBuiltTM Designer: Riley Roppel v7.1.10 Comment: 11.875" Red-I90TM @ 12" o.c. Deflection not applicable OVERLOADED with serviceability limitations and FA loading DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 55% -1992 3608 Wind(160%) 0.6D+0.6W All Spans PASS Positive Moment(ft-lb) 29% 3178 11046 Snow(115%) 1.0D+1.OS All Spans PASS Negative Moment(ft-lb) 76% -11676 15368 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 153% -1.095 -0.717 L/236 L/360 1.0D+0.42W All Spans FAIL Span Total 89% -0.957 -1.075 L/270 L/240 0.6D+0.42W All Spans PASS SUPPORTS Support 1 Support 2 Hangers designed for gravity Live Reaction,Critical(Ib) (DOL%) 290(115) 290(115) and t ical uplift loads only. Dead Reaction(lb) 301 301 yp p y Total Reaction(lb) (DOL%) 591 (115) 591 (115) EOR to specify strap to Net Uplift Reaction (lb)(DOL%) -1915(160) -748 (160) Bearing Flush Flush restrain joist at fall arrest Support Beam Wall locations. See detail 1/3. Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - HANGERS Model Top Face Member Header Size Left None Found H63.56/11.88* 6-16d 16-16d 10-16d wall OF,Sheathed Obi.rw Pati' Right H83.56/11.88* 6-16d 16-16d 10-16d Sawn OF 4x8(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 I • 21'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Wind(160%) -1260 0 4'-7.25"to 8'-7.25" Adds To fall arrest 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\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/20/2019 10:19:59 AM Tigard High School : Roof: G FA 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°0, Red-I45L", Red-I58",Red-I65'°, Red-I90", Red-I90H", Red-I90H5°0,Red-L'",Red-W",Red-S", Red-M"",41 Red-H"", RedLam°, FloorChoice° are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. Project: Tigard High School Type: Header 1 4e# .KefiSPEC Location: Tigard, OR i Folder: Roof Date: 6/25/18 3:52 PM RedSpecTM by RedBuilt"M Designer: Riley Roppel v7.1.8 Comment: 1.75 x 16 RedLamTM LVL 2.0E 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) 15% 919 6118 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-lb) 12% 2451 19955 Snow(115%) 1.OD+1.05 All Spans PASS Negative Moment(ft-lb) 1% -167 27763 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 3% 0.005 0.181 L/999+ L/360 1.0D+1.OS All Spans PASS Span Total 4% 0.011 0.271 L/999+ L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib) (DOL%) 878(115) 878(115) Dead Reaction (Ib) 932 932 Total Reaction (Ib)(DOL%) 1810 (115) 1810(115) Net Uplift Reaction(Ib) (DOL%) -123(160) -123(160) Bearing Flush Flush Support Beam Beam Req'd Bearing(in) 1.50 1.50 HANGERS Model Top Face Member Header Size Left HUll 22-10d 6-10dx1.5" I Joist DF(1.500) 3.5x16 Right HUll 22-lad 6-10dx1.5" I Joist DF(1.500) 3.5x16 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 A A 5'-5.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 12'-0.0" Snow Roof Beam ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -35 0 0'-0.0"to 5'-5.0" Adds To wind NOTES • Building code and design methodology: 2012 IBC ASD(US). • No repetitive member increase applied in design. • Support bearing length requirements must be checked separately. • Continuous lateral support required at top and bottom edge. S:\ Sold Projects\1lxxxx\1105xx\110599 Tigard High School\Design\Calcs\110599 calcs.red 6/25/2018 3:52:52 PM Tigard High School : Roof: Header 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-I", Red-I45"", Red-I45L",Red-I58", Red-I65T",Red-I65TT", Red-I90", Red-I90HT", Red-I9OHS"", Red-LT'", Red-LT", Red- WT" Red-ST", Red-MT", Red-H"", RedLam", FloorChoice" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2017 RedBuilt LLC.All rights42 reserved. ATTENTION BUILDER I-JOIST INSTAL LAT I O N INFORMATION Enclosed is IMPORTANT information on how to safely and properly 1-<edBUILT install RedBuiltTm Joists. Personal injury or death may result from Engineered Wood Products <.7::.40 failure to read and follow this information. Closest On-Center Spacing Per Row"' 1 PRODUCT HANDLING n FLANGE AND BEAM NAILING Nailing of Nail Nail "Thick 1Y"Thick RedLam"1LVL 8 ALLOWABLE HOLES sheathingType Si. 1-Joist upiat SEP 4 2019 Fbngettit Fbngelzits' Narrow Face THIS NOT THIS Nailingattem to be per contract drawings Bdx2 .113'x 2Y2 2" 4" 3" • P P 9 Top of Flange 1/24'i 731'x21%" 2 a- 3" CITY pp V9 specifications.In addition,nail spacing shall 128'x3" V�T I 9 N Y !S t d comply with the criteria listed. lid 48"x3 3" a^ 4"i^' III rti l s""- •m 1 r�^�-y a t1;III ,, 12d 128'z3Yq" 2" 4• 3" M on-centerlova�lebktn mpoxtjoist senee Ore/\5PPerimeter meets theuped holes are �fine Minimum 11 hole may cut a '' l - _• _ Iti 'lliWr* ' 148"x 3Yq" 3" 4" 4''"' /rom a Joists may be oriented wltth ok'oar om r u rements for square or round from Tab's B ywhere ebnimum d stanceto .� I �`:1�I 135"x3Y2" 3" 4' d' T bbA las Cpl• ' - outs de of haiche0■ A_ I IItz` sest 16d .168"x3yq' 3" 4" 4^'°' _i I spacing 110I1I��_ '��/ K..::. �I ,� .16Tx3Y2' q. 6. 8.tsi • • • • 7 • • • � i_ til `� �I n (1)n more than ow of nails is used,offset rows at bast Y"and stagger.MaintainJ.,, ( y •�zone ' `'I.II+ •1 ////U//=/ ` IIIi � 3Ia'minimum edge distance. O`Joist5 O • O y� 1 //// k11te10111e1111L•For a ,cls forges,attach with a (2)Sheathing must be nal,'stl to the fu1'snglh of the top(or compression)flange on the Tr Depth rTY�%Qf/�/.I' ��� INN minimum of one 8dx2Y"box nail,each side of Red-1"joist Ljoist with the maximum nail spacing as(ows: DO NOT lift joists in at baa ng.Use 1Odx3'box nails with 1y"chi k IMPORTANT • 18"OC for yolste with flange widths less than 2". 'i-e" Dp not cut holes 2 x om D, Lz z x L, D, Lift joists from underside only. DO NOT lift joists by Nailing closer than specified 24"ep for Ljois se direct flange widths greater than z minim minimum larger than A/z DO NOT dump or drop from truck. to flange the flat orientation lunges,,2dx3y'box naibwith 13/4"thick flanges g P (3)lenesehestapbsmay beadireinmeintiinef 8dx2Y'naib ifaminimum (e000pttoalhobs For rectangular hobs,Ll�( toalhobs in cantilever P P Pand 16dx3Y"box naib with 2y"thick may cause the flange to split, penetration of 1"into the flange is maintained. except knockouts) is the longest horizontal except knockouts) DO NOT cut,drill,or notch flanges (4)Minimum spacing must be 5"for 4 rows of nails. or vertical measurement flanges.Maintain i'/minimum end distance to minimize spitting. "i.. (5)Spacing may be reduced to 5"where nail penetration does not exceed 13/e. (6)For diaphragm neiing criteria see section 42.7 AWC SDPWS-2008. 2 PRODUCT STORAGE Maximum diaphragm nail penetration for Red-1451.T"and Red-18'.joists is 1%". THIS NOT THIS 6 INSTALLATION BRACING Table A-End Support Table B.Intermediate or Cantilever Support ______ Wihom ehoe ofnwfitenom dWlpt of naettemos fromntermebie edgeor=of Me supped die ' .� WARNING 11'de"totd1°le't""°�01t anaresrmmadldsaaliser■4vat ha Melds hoe Abillik `� Round Hole Size Round Hole Size • IIEIIIOO.!IOO Without correctly installed bracing,joists can• � II 6I18" ' 20" 2" I 4" I 6I a `/`. buckle sideways or roll over,causing death, Square or Rectangular Hole Size Square or Rectangular Hob Size 1 serious personal injury,or property damage. Jtit ,kilt Joist .tart ',�%� 10101'r•,,MIIM_� v Depth Selye 125' 2.5" 4" 5" 6" r 8.5" 9.5" 10.5" 13" Depth Sulu 125" 2.5" 4" 5" 6" 7" 8.5" 9S" 10S" 13" 16....: 1 �� NOTICE i'lk I Ws s 145E/145 1'-0" Yr 414• 195E/145 1'.0" Y-e• so- . - MICAUTION Store and handle joists Installation bracing and procedures,as well as the sy2" Ise/165 1'6" SW re• sy2 58/165 1'6' rr rr . 1�` Wrap is slippery in vertical orientation. e0 2'-0" 3•-6" 4r no 3'-0" 5'-6" rr safety of workers,are the responsibility of the when wet or icy. Leave joists banded DO NOT walk on the joists until DO NOT stack building 1 installer.The installer should make sure that this wsL/las 1'-0^ 2'.0" !4• eL1' 1451/K5 1-0Yom• 414• e4' together until read to all joist bearings and bracing materials on unsheathed • Protect products from sun and water. g install. y DO NOT store all p y installation information is understood by all persons joists.Stack only over 117/n 68/165 1'-6^ 3•-0" rr rr 1 f/„ 158/65 1'•0" 3'-0" 7.6" r-r 1 have been ermanentl attached. involved in the joist installation. H0 r 190H 1'-6" 3'-6" 5'-6" rr 190/190H 2'•0" 4'•6" T.6" IOW • Use support blocks at 10'on-center to in the flat orientation Injury may result. beams or walls. keep products out of mud and water. IMPORTANT 4'(minimum)strip of sheathing(temporary or eoHs 2'-0" 4'0' 6'-6" !NHS 3'-6" 6'0" 9'0" Strut foes must extend to braced end cast beam or sheathing, permanent)if there is no braced end wall.1 145,/l45 1'0" 2••0" 3'0" rr rr 1451/145 1••0" 1'•0" 3•-0" (Fir 74• permanent,fasten per pons and specifications.1 Stmt foes(1za minimum) temporary,use 8dx2112"0.113"0x2 )nails al 68/165 1•-0" 2'-6" 4'-0" rr re 58 r 165 1••0" 1'-6" 4'-0" no-7rr WARNING Yz a a • 6'on.center for joists with 7%q' 12"°D- WARNING e0/stiff 1'-0" 3'•0" 5'-0" fi'-6" OW 190/e0H 1'-0" 3'-6" 6'-0" 9'A" tYr Workers should stay clear when cutting the banding to avoid wide tinges Fn al nail boles with goHS 2'-0" 4'-0" 6'0" 8'0" eoHs 4'.0" 6•-6" 9'-0" 11'-6" possible injury from flying banding or toppling joists. • 8 on-centerfor joists with 2s"& me proper naib • All blocking,hangers,rim boards, 2y2-wide flanges / Stack buitling and rim joists at the end supports of 145/165 1.0" 1.6" 3'A" 4'-0" rr !4• 145/65 1L0" 1'•0" 2.0" 14• rr 104• • 10'o wide�nntesr for joists with 3y2" ''.., ia mato io w the I-joists must be completely 16" 58 1'-0" 1'-6" 3'A" 4'-6" rr 14• - - 16" 58 1'-0" 1'-0" 2'-0" 44• rr 140° - - - - Strut Ines are required at a1 �� _� over wallsorinstalled and properly nailed. Iso r eoH 1'-0" 2'A" 4'.0" 6'-0" 8'-s' iosr bearingkcal ons where t ss • Ijoist flanges must remain straight eons 2'-0" 4'0" 6.0" 8'0' 10'0" HORS 3'-0" 6'0" 8.6" 11'6"14'-0" DI GENERAL INFORMATION Abbreviation T=m are noothe vnse braced. �,� �, with;n'/"rynm true alignment AFP Approved for Production // N":",,,,4 2 g WS/165 1'-0" 1'-0" 2.6" 3'-s" 4'-6" ow- Y•r 145/165 1'-0' 1•O" 1'-0' 2'-fi' t'�• rr t!4• AOR Architect of Record Cant lover bracing may b .% �. \/�/�` • • Sheathing must be completely 18" e0/190H 1'-0" 1•0" 2.6' S'A" 7'-0' 9'•6" 1Y•M - 18' 190/190H 1'-0' 1'•0' 2.6" 5'-6' 9-0" 12'-6'1Tr - - " CL Double required.Sae plan. ..1)•••:,;00#,‘. 4���j'. / p - - I` / \ attached to each I joist before • All nails specified in framing package to be"common"nails unless noted otherwise. DBL Double /L�\ �i goHS 2•-0• 4••0" 6••0" 8•-0" 10'•0"12'-0" . - - OOHS 2'0" 5.6" 8.0 1T-0" 13•-6•16.6• DL Dead Load Ends of cantilevers must be 'I ` additional loads can be laced on EOR Engineer of Record laterally staff ized with blocking, "` � 145/55 1'A" 1.0" 2'A• 3 0" 4'-0" 5'•0" Tr tris 145/55 1'-0" 1,0 1 0" 1'0' 3'-6" SW" Kr tY•r FBO Framing by Others bracing or rim joist / \r`,-111‘.., the system. • All joists not marked"Precision End Trim"(PET)on the material list may be sent up to Two 8d(0.113"0x2y") 20" eo/eoH 1'-0" 1'0" 2'•0" 4'•0" 6'-0" 8'-0" 11'-0"tris 20" e0/eoH 1'•0" 1'-0" 1'-0" 3'6" T-0' 10'-fi"14'6"tris FOC Face of Concrete • Without bracing,buckling sideways 2'-0"longer than the length indicated on the material list. Fos Face of Stud Hoist block ng tenel(or equal)required ie each side ed \ nails minimum per g g f Hoist for lateral stab i or rollover is highly probable under Hells 2'-0' 4'A" 6'-0" 8'-0" 9'6" 11'6" 14'0" eoHs 2'-0" 5'-0" 7'-6" 10'6"13.6"16'•0 1 s s LL Live General o los tobedin wall - o Y LL Live Load above(as occurs)to bearing cast below.See �' light construction loads like a worker 155 1'-0" 1'-0" 1'-6' 2'-6" 3'-6" 4'-6' $'-0" 7'0" 1f4' - 165 1-0" 1'-0" 1-0" 1'-0" 2'•0 a'-s' T•o" 10'•0•tris • Do not scale drawings:written dimensions take precedence. LSL Laminated Strand Lumber pbNdetaib for specific apPlcations. LVL Laminated Veneer Lumber or stacked sheathing. 22^ eo/eDH 1'-0" 1'0" 1'-0" 3'-0' 5'-0" 7'-0" 9'-0" 12'•6"tris 22" e0/eoH 1'-0" 1'-0" 1'-6" 4'0" 6'-0" 9'-6" 1T'-0" 16'•0" - OFA Out for Approval Blocking attachment:Minimum 10dx3"nails etl2" HOHS 2'-0" 4'A" 6'.0" 8'-0' 9'-6' 11'-6"13'-6"16'-0" - - eoHs 1'-0" 3'-0" 6'•0" 9'-0" 12'•6"15'-6"18'-6'22'•0" - • • Manufacturer's responsibility is only for the design of the RedBuilr"products and not ow Open-Web Trusses by Redeuit" OC each side of Ljoist blocking panel.When used for any supporting structure or loads other than indicated herein.All materials shall be PLT Pbte for shear transfer,nail to bearing pbte with 165 1••0" 1'•6" 2•-6" 3•-6" 4•-0" 5'-0" 6'-0" T•6^ 114' - 55 1.0" no" rs" 3-0" a'-s" s'•o" Ts' 10'-0"tris - PSL Parole'Stranded Lumber connections equivalent to sheathing nail schedule. 2a"l0 t supplied by others,unless specifically noted as"by RB"or"by RedBuittTM"herein. RB RedBuit• 26' HO/190H 1'-0" 1'0' Z.O.' 3'0' S'-0" 6'-6" 8'S' 10'•6" 14'-6"1eLe' 24 26,.o 190/stiff 1'-6" 3'0" 4'0' 6'•0" 7'0" 9'-0" 11'•0" 14'-0"tris - eOHS 2'-0" 4'-0" 6'•0" 7'-6" 9'-6" 11'•6.13'-6"15'-0" 18'-0" - eoHs 1'-s" 4'-0" 6'-6" 9'-0" 11'-6"14'-0"17'•0"20'•0"23'-0" 7 STANDARD INSTALLATION DETAILS 55 0" 2'-0" 2'0" 3'6" 4'-0" 5'-0" 6'-0" T0' 6'-0" 10'6" 55 0" 1'-0" 1'-6" 3'•0" 4'-6" 6'0" T-6" 9'-0" 11'-0"car 4 WEB STIFFENER REQUIREMENTS2a^lq 238'2'4t• Web stiffener requirements vary based on32" e0/stiff 1'0" ,'-6" 2'-6" a'-0" 5'-6" fi'-6" 8'-0" 9'-6" 11'6" 14'6" 32" 60/190H 1'-6" 3'-0• 4'-6" 6'0" 7'-6" 9'-0" 11'0^12'-6"f 5•-0" 18'•6" joist series and depth;theylotted ibh truss tp y others Slotted truss ibh euss tp y others SeoHs 2'-0" 3'0" 5'-0" 7'-0" 8'-6" 10'•0" 12'•0",3'-6"16'-0"18'•6" 190H5 0" 2'-6" 4'-0" 7'•0" 9'6" 12'-0" 1•.6"17'A"19'b"21,6" are always required at bearingon each side of Ljoist.Do not Spacing of clps and blocks per EOR each side of Ljoist.Do not Y q nailclptowal p nailclptowal General Notes How to use Tables A and B Web Stiffener Size and Material •I� Load Transfer at joists 20"in depth or greater. Distance"X" • Tables are based on maximum alewebb uniform bads.IepStb cab 1. Determine the hob shape and size.For rectangular hobs,use the largest •�-Non-bad bearing Non-bad •bearing�' ��Ir concentrated Loads • See plan/details for requirements ``�� indicate 2000 b.concentrated bad spread over two joists has no beenconsidered,use dimension of the rectangle.Sizes given in the Isola are hob sizes.no du sizes. •z partition cast Under Roof Under Floor partition cast Flange \� �� \ RedSpecTM software or contact your RedBuitTM technical representative if concentrated 2. Detarmine the Red-ITM joist series and depth. Web Stiffener Size Web Stiffener Material ' specific to the joists being used on Width I g / Span Span bad check to required. 3. Determine the type of support on each side of the hole.If the Red-1.joist is 5/8")(25/, III �� this project. c 0'20' 1Y4' 0'-20 3/q" -_,0I` • For other hole sizes,hob locations,or bads,use RedSpec software or Dote your continuous o e a supped.use both tablas.Use Table A if the joist terminates at 13/4" 6" Sheathing(with face grain vertical)that • If web stiffeners are required at {� 01% 25.40 ?y" 20'-00' 13/4 ., `► 6 dBuit technical representative both supports. 7/8"x2546" meets the requirements of PS1 or PS2 /- q I 2x blocking by others. 2 • Holes may be located vertically anywhere in the web.Leave y8"of web(minimum)at 4. Find the table cola(the intersection of the Red.l^'joist and the hole. 2.3",2�2' /\' hanger locations,they must be Attach to joists with 40'•60' 4" 40'-60' 2" op end bottom athak.00NSreuJIYtIWpa 5. The measurement shown is the minimum distance omthe edge o(the hob tothe 1 n Construction grade or better 1.10de3"each side ofDistance"X" inside(ace of the support. 3 2x4 attached before placing joist in Disfenoa.x. Recommended Attachment for Non-load placement. lecemuts are located in web at approximately 12"on-penlen they do not affect hole /2 Red-FJOHS TM Joists require LVL/LSL Use sold 20 blocking under post to (gap block(similar with (gap between placement 6. Maintain the minimum required distance from both supports. transfer bed around joist.Cut hanger. between cast&joist) Ljoist bbckrg) Bearing Partitions wal8loisQ • MIiIrRi>uhilYtkarelnerlrlletRatelllWtele MOM. 7. l is permissible to interpoble between hole sizes shown in the tables. blocks y5"longer than joist depth. Nailing Quantities for Web Stiffener Attachment Load bearing wal or other concentrated bad Ljoist per pin A Framing nails-nails above(exceeding 1,500 los).See plan/details per EOR spacificetions Web Stiffeners at for specific re Is. Suspended Red•W5L""&Retl-WH2tlJ6813"&Retl•5H@tl.6eH'8 Red-e0H"1 BebHOHSTM Joists requirements. Ye"gap min 2x filer b there(12" framin IMFAMI I ,� Attach Concentrated Loads y o s or uoist Web stiffener both sides-mus long by support braces as Braces RedBuieTM Red-11'Product Sections Refer to Ian for series and depth Depth Bdx2Y"Nails 8dx2Y•Nails 16dx3Yz'Naik 16dx3Yz"Nails Within the Joist Span / be tight against top flange. p, to Filers P P ember depth min.) shown in the End or End or End or Attach to joist per than. ]e'gap min construction g . 3 2 " ,31/2" 3Y2" 3Y2" Nail through web into �O . . 1/g 2.3" ' Y \ NI Ertl hlermediale Cinch filer by others(Sop for documents .� A �.-+_ ,_ �� „„__Y Intermediate Intermediate Intermediate `1+�`-k k k 9Y2" 3 N/A N/A N/A N/A /� naib each fid "naib Filer Nailng Chart 2x filer by others(each side), 1111 2x or 4x support member Specified Req'd Filer Nails' refer to"filler nails"section of �6 �6 �6 /2 117/8" 3 3 3 3 4 \`II with hangers by others + Framing Nails 3 " 3" 3 7 7 7 1 14' 3 5 3 3 6 / 0\0 attached m tiler.Locate lace 9 (each side) naifng than for required /8 I /8 " y " support member 2.1Otl(3") 2 naifng I IJI"LI -II'l-I• 16" 3 6 4 4 6 ,II Gab'Yg"minimum vertical/a required. 4.10a(3^) 3 23/"maximum 6.10d(3") 3 Filer by others 18" 3 7 4 4 8 \ ^ Ya^sap minim Red-145L1"" Red-145T. Red-158"1' Red-I65T" Red-190T"^ Red-190H T. Red-190HSTu / Note:Use this detail for bads exceeding 250 los.per 2.18d(3y1�") 2 20" 3 8 5 5 10 Ljoist.A 250 b.bad can be supported on each side of 4.16d(33Z") 3 22" N/A 9 6 11 10 �/ III the t bottom fon t 5'0"on center,provided Nails per"filer /\/ 1y"maximum joist's ge a 6-16d)3Yz•) 5 nails"section For allowable holes and fasteners information Ga the bad is included in normal design bads. ye Ifyou have questions or concerns: 24" N/A 10 6 13 12 \ p 'Filer naib shat be 16d sinker or of chart 0,f, \, Space section A.A r please scan the QR code or use the link below zs^ WA 11 7 to 14 Web stiffeners \� naib ii Ye""inimum Support Detail for Loads 2d common(0.148'0,3Yq"long) to access page sprinkler stem Call our RedBuiltTM Representative 28" N/A 12 8 15 14 must be tight \i Noy 1: 23/4"maximum Supported from Hoist Suspended Framing from Hoists �c-+' P g P y y p against bottom 010961 • D installation guide directly, or for general customer service call 30" NIA 13 8 17 16 flange 1 ti' r, 32" N/A N/A 9 18 18 1Y"maximum-47 866 859-6757 Web Stiffeners at BearingPoints Red-ITM,Retl-WSTM,Red-W5L^',Red-68"',Retl-165"1,Red•HOTM,Red-t'°are Red-HORS^',edBaIt,Red-W^",Red-STM,Red-MTM,Red•HTM,RedLamTM,RedspecTM and http://www.redbuilt.com/images/docs/Red Built%20Sprinkler%20Guide.pdf Sheet 1 Of 3 RedBuir"are trademarks of RedBuil LLC 1R.08/171 I GENERAL NOTES $ LEGEND 0 KEY NOTES 1'_2yu 32,_1" I. FALL ANCHOR LOCATION, SEE DETAIL 1% FOR MORE DESIGN CONSIDERATIONS ,� 4" INFORMATION BUILDING CODE: 2014 OSSC CE ---jI ROOF DESIGN ( SNOW LOAD @ 117 CB -_-_ / I I - DEAD LOAD (INCL5UD%):ES 3 PSF JOIST WEIGHT):220 PSFPSF O I , 3 GROSS WIND PRESSURE (ULT. @ 160%): CL W 10 SQ. FT. 50 SQ. FT. 100 SO. FT. l'-2/2" '' 32'-1" I ZONE 1 -39 PSF -35 PSF -35 PSF y4 SP5 I/ -11-.14 1 1 1 r .�._.11111' 1@ 12" OC IS'-111X6" N i5 ZONE 2 -68 P5F -55 PSF -49 PSF I."----/' A ZONE 3 -100 PSF -85 PSF -78 PSF c A G E2(7) DEFLECTION CRITERIA: / E2021--+ x4 4-P' Q LIVE LOAD DEFLECTION: L/360 1111 - _ TOTAL LOAD DEFLECTION: L/240 1/2.12FBO 50. at-'�- - -N - I 12 SP5 @ 1 2 D 3 2'-0"// _ / 12"0.C. ADDITIONAL LOADING v_ I E1 �---i GC �©r.�14 1 • CL it 1 rl 1 1 1 ® 11111 XX SNOW DRIFT MAGNITUDE IN PSF A� I B 8500tt 0 I Ty ^•1... 11111 �" 1 i 11 RED I JOIST BLOCKING AT 40" o I - GC - '-�A2(8)-CQ Ti", 1 602 OC OVER NON BEARING WALLS X'-XX" _ SNOW DRIFT LENGTH I 6 IFS 1 3.SIM e 21_011 . AS SHOWN IN DETAIL 3/57.52 i L DRAWING NOTES 8 LEGEND 3 _ I 7y2" WF-n GA _ , / 'I - - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, A _4,N= -11 11111� ',') ®�, �; - 4, - 0 LTB27J , / SEE INSTALLATION COVERSHEET(5). "� I 4 Alj`1-611 �I 3 F A1(") 14 -,1, _ �P iiiii I 1 -, - ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE 1 43 t ,�1 1117 H 1 1j,1 a 0' 4' ion 11`1 m 1 I t t I f T Ili I _ OR CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED 1•t137110.-E1-11 1! 3A) 1 ■ AAI##)- PRODUCT CALLOUT AND QUANTITY ON PLAN. - - CD ;,, I/ e,-6" / I" ('1' I I , 5 "tiff" - QUANTITY STRUCTURAL MEMBER STRUCTURALEMEMB MET MBERS IN BAY J i. in I A61 st m „ 12 J vl 2'-0 in i m / �_ 3 p ( ' 5 - RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ TY- 38 jt- 20'-3"± / /"-� STANDARD" I6'-0" LENGTHS AND AS EITHER LSL OR LVL �I®511F1�: , % L L1T A Red-I TM Joists • �� t`+ 5 SPS k © P 3B>I BEARING.S SHIFTED CL ,"_ I� ' tD Quantity Type Depth Series Cut Length Profile I-JOIST NOTES 8 LEGEND I 2'404" @ 24" OC I'-o' m I FOR FULL HANGER 27 Al11.875 Red-I45 12'-0" - 4 ILT,.� , X - CONTINUOUS HANGER TYPE. SEE HANGER INFO. /'` p, I ./-. 111 ATI �� 8 A2 11.675 Red-145 13'-6" U° I 4 I6'-10" ± X �tI U I_ 11 6 I - I I I a_,J„) 3A i I - V L 4 18 A3 11.875 Red-145 17 6 - - CONTINUOUS ROW(5) OF METAL TENSION BRACING �' 1 j _ 1 17 A4 11.875 Red-145 8'-6" BY RB. FOR ADDITIONAL INFORMATION, SEE I�-L- - - 1 1 - -{=A--° VBlul----O. DETAIL 10/3 AND MATERIAL LIST. ---_ I 13 3A) Q-s m n' - -^-' 17 A5 11.875 Red-145 15'-0" - "US' - METAL BRACE LENGTH FROM TIP TO TIP RB _I 0 Ts 1 /2/2 17 A6 11.875 Red-145 13'-6" - - I p 1• 3 All II"0II 3 I �, 3 8 SPS 28 B 24 Red-165 32'-0° RECTANGULAR SECTIONS LI 1 �� @ 12" 17 CI 16 Red-190 23'-6' N @ IFS ,r. ... 3 8P p lI n 1 17 C3 16 Red-190 36'-0" - I R? I- LOCATION OF BEAM OR COLUMN BY RB. SEE f rtsu 3 3A CL 1 1 11 '. MATERIAL LIST FOR MORE INFORMATION. LL, ^ �L 26 C5 16 Red-190 32'-0' (''/s�W�_11�,' -. \ �lCL-L1 i l 1 11212 I - - ALL REDLAM LVL MATERIAL AND ASSOCIATED HARDWARE I El 11.875 Red-165 21'-0" jPROVIDED BY REDBUILT 15 AS SPECIFIED ON THE CONTRACT 5 F P1 1 P30 1'r�.1 1 1 6)1 19 E2 11.875 Red-I65 21'-6" - DRAWINGS. SPECIFICATIONS AND SIZE HAVE NOT BEEN 1 ,1 +/ m I 8 5f ADDITIONAL JOIST, 14 F 24 Red-I90 36'-0" - NOTEDVERIFI. BY REDBUILT ENGINEERING UNLESS OTHERWISE I o ° 1 TYP. 4 G 11.875 Red-190 21'-6" THIRD PARTY PRODUCTS SOURCED BY REDBUILT N -- ( ♦ Glulam Beams(Third Party) I G? I- LOCATION OF GLULAM BEAM. SEE MATERIAL LIST FOR I, TYP I i 1 r Cut MORE INFORMATION. /1 RA II rn : ' ' ' ' (7836)' ' ''''' Quantity Type Width Depth Layup Length Camber Appearance Grade I © I.& I 3 GA 5.125 B V4 20'-O" 5000' ndustrial - ALL GLULAM BEAMS ARE SUPPLIED BASED ON THE II SPECIFICATION SHOWN IN THE CONTRACT DOCUMENTS. 1. 1 1 IQ'I 0 GB 6.75 B V4 21'-0" 5000' Industrial REDBUILT SERVICES FOR THESE ITEMS ARE LIMITED TO A \ 7y2o WF Vs, O A 2 GC 5.125 15 V4 15'-0' 5000' Industrial PLACEMENT DRAWINGS ONLY. APPLICATION AND ADEQUACY 2 GD 5.125 24 V4 22'-0" 5000' Industria! REVIEW OF GLULAM BEAMS ARE THE SOLE RESPONSIBILITY OF I uui I 1 GE 8.75 21 V4 IB'-0" 5000' Industrial THE DESIGN PROFESSIONAL OF RECORD AND ARE NOT Al ��N1. PROVIDED BY REDBUILT. START LAYOUT @ 24" CC, UNO. o 0 1 IA4F.I 16 1 A RedLamTM' LVL Beams �Q ti I A Quantity Type Width Depth Lam` h Note -_ WALL I L R°1341---le B4 - \ I 2 RA 1.75 11.875 6'-0" - Hangers I FIELD ADD/ADJUST JOIST 2 RB 1.75 11.875 6'-O" - Nailing AS NEEDED UNDER FALL ANCHOR I RB2 1.75 11.875 32'-O" Web Stiffeners START LAYOUT @ 24" OC, UNO Quantity Type Top Face Member Modifications Finish Required Note / - 1 RB3 1.75 11.075 Ib'-6" _ I RB4 1.75 11.875 34'-0" 22 I I, '456/11.68 4-N10 2-N10 2-Strong Grip - - 50 10 HIT324 4-10d 6-104 2-NIO - V - 38 II BA2.56/II.88 6-IOd 8-10d 2-N10 - - O PROJECT ASSUMPTIONS 68 12 BAI.81/11.80 6-IOd I0-IOd 8-HI0 - V - 0C - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, 66 13 BAI.81/11.80 Weld a-HIO - ✓ - ` ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN 8 14 HU9 IB-NI0 6-NIO - ✓ - Iii0. OTHERWISE ON THESE SHOP DRAWINGS. B I5 HB3.56/11.0B 6-Ibd 16-I6d 10-I6d - V - PO O - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED 3 IS HB3.55/24 6-16d 16-I6d 10-16d - ✓ - ` ICZL TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS 5 17 HB2.56/24 6-I6d I6-16d 10-NI6 - ✓ - G �,[`O SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. 3 IB NBI.81/H-X 6-I6d 16-I6d 10-N10 11.813 - V - ` `` ` 4 2 MEGS/NetH-X 6-3/4 MB 2-3/4 MB 15 - -_ ROOF FRAMING o� . R„p�gil iy signed by •0 10 3A BA3.56/I1.08 Weld 2-N10 - ✓ LOCATION PLAN RB ASSUMES ALL BEARING WALLS 0.0 > / Tp'Oafl 026 TKedBUILT.6 36 BA3.56/11.88 Weld 10-IOd 2-N10 - ✓ - TO BE 2X6 STUD WALLS. `_ lf//17 4A 1751.01/1188 4-HIO 4-HIO 4-HIO - ✓ - HRevIro6o AREco"Recno,o Non:o 0119PE A RRff,-B-R PER BA n RRv,SR wNn RES„"MIT 06128/2019 Engineered Wood Products 14 4B I751.81/II.88 4-I0d 2-I0d 4-HI0 - V - T. R OREGON BY DATE REMARKS 9 108 5 BA3.56/I6 6-I0d 8-I0d 2-HI0 - ✓ WITH THE REQUIREMENTS Of ME DRAWMGS AND SPECINCAITONS - - REFER TO CURRENT SIMPSON STRONG TIE®LITERATURE FOR THIS REAEW IS ONLY FOR GENERAL CONFORNWNCE unTH THE DESIGN HANGER SPECIFIC INSTALLATION INSTRUCTIONS. CONCEPT Of ME PROJECT AND GENERAL COMPLIANCE MTH ME 3/10/2016 2 6 BA7.12/Ib b-16d 8-Ibd 2-HIO - V - A ,A Tigard Nigh School 8 7 HUII 22-IOd 6-HI0 - - IS RESRONNBLE FOR CONFIRMING A.CORREUn.ALL°UAW. HY M.tP WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE "ONa�, McRWORCEMWOR,,"° Tigard, OR Roof 4 B HWP7.12/H-X 3-10d 6-Ibd 12-HIO 15.938 - '/ - PLACING JOIST IN HANGER. All OTHER i,,, „oR. EXPIRES.06/30/2019 25 9 HIT424 4-IOd 5-104 2-HI0 - V - 0S 2:2 1a ,A" DRAWN DATETp CHECKED DATE ORDER S nSHEET DATE CATENA CONSUL.°ENGINEERS BY RR 06-IV-IV 1 IB I O6-Iq-18 I105gq ` OF`Retl-145^^,Red-I651",Red-1901.,Red-190H'^',Rea-190HSTM,Red-U'",Red-VP"RedSTM,Red-MTM,Red-HTM,RetlLamTM are trademarks of RetlBuilL THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING WEB STIFFENER BY RB 4X NET WIDTH PLATE WEB STIFFENERS AT WEB STIFFENERS AT EACH SIDE OF I-JOIST BY OTHERS 24" DEEP JOIST AND 24" DEEP JOIST AND PER HANGER TABLE PER HANGER TABLE IIIIN ME JOIST AT ONE 111.111111 IMBI �—;' SIDE AS OCCURS "� WEB STIFFENER BY RB �I�- s EACH SIDE QF 4101ST BEAM PER PLAN HANGER BY RB BEAM PER PLAN HANGER BY RB BEAM PER PLAN SEE PLAN SEE PLAN HANGER BY RB HANGER BY RB SEE PLAN STAGGER JOIST WHERE SEE PLAN HANGERS ARE NOT ADEQUATE TO fin,\ SHOWN ON LAYOUT TO AVOID 2x STUD WALL- RESTRAIN JOISTS AT FALL ARREST (' `///�'''��{�\ BACK TO BACK HANGER QI LOCATION IN UPLIFT,EOR TO SPECIFY V e INTERFERENCEJON 4" WIDE �\ 3 STRAP TO RETRAIN ISSUE OF UPLIFT. �/ 3 `�/-} REF. 7/S7.52 REF. 5/57.51, 3/57.57 -. REF. 8/57.52 REF. 5/57.52 1.75216 HEADER d 2X6 BLOCKING BY OTHERS �`4t -4X6 BLOCKING BY OTHERS 2x4 BLOCKING BY OTHERS . STRUCTURAL 2x4 BLOCKING BY OTHERS III HANGER BY RB. 4xNET WIDTH PLATE BY DEVIATION -0x6 PLATE BY OTHERS :4"...! �• OTHERS xr CENTERED q Ike x JOIST DEPTH LVL LEDGER BY RB.WEB STIFFENER BY RB � WEB STIFFENER BY RB WEB STIFFENER BY RB EACH SIDE OF I-JOIST EACH SIDE OF I-JOIST, %4� EACH SIDE OF I-JOIST. - SEE HANGER TABLE TYP. �� NET BACKER ...a IF REQUIRED �i �� BLOCK SIZE �� ��. P II RED-ISO IV"x tY4'x24" BEAM PER PLAN IIM II= 1 .If. 1111.111 /111 . 111111111111 I. CONNECT '.NSIDE BACKER BLOCKS TO BACKER BLOCKSJOISTS WITH II-I6dx3.5" NAILS EACH BEAM PER PLAN BY RB SIDE AT RED-190 JOIST AND II-8d AT SIM. HANGER BY RB 2x STUD WALL HANGER BY RB BEAM PER PLANHANGER BY RB NAILS EACH SIDE AT RED-I45 JOIST SEE PLAN. TYP. SEE PLAN SEE PLAN.. TYP. GAP 7g17, 2. CONNECT OUTSIDE BACKER BLOCK TO G; ASSEMBLED DOUBLE WITH 16-16dx3.5" A MST136 STRAPS BY OTHERS A le NAILS AT RED-ISO AND I8-8d AT RED-I45 NOT SHOWN FOR CLARITY TIGHT AL, 3 3 ED SECTION A-A REF. I/S7�57 REF. 2/57.52 REF.REF. 12/57.66 • BEVELED GLB BY RB 2-IOdx W2' NAT BY RB 2,5' BOTH ENDS FALL ARREST ANCHOR PER PLAN. NOTE, SHEATHING 15 • / ATTACH TO MINIMUM OF THREE JOISTS. Q� TO BE NAILED TO • \ \It /r•` BOTH JOIST FLANGES P 200%tt @ ✓` - EAOCN JOIST '' ItK/ - , m \j/�\ � __ \j/ BF Art,OTHERSPREDHRRLNREECWTS1 w -\n METAL TENSION BRIDGING // to,,,\I' •�,en, i�— F' or INTO JOIST FLANGE. CV BY RB. SEE PLAN FOR `/ 110 ' 01 t LENGTH AND LOCATIONS. ATTACH AS I t \ JOISTS ARE INSTALLED. ®asa / 1 I 14L % P A ,, A a A© © ‘i, - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO RE PROVIDED RY OTHERS. HARDWARE SHOWN IF, TO RE PROVIDED O BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT �G DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION 4 ` INSTRUCTIONS - SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. PQQ GO� (`O\ - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR O ` SECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. (SA - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... Q� TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: D itally signed HTTP//WWW REDBUILT COM 0 REVIEWED ❑MAKE CORRECTIONS NOTED A./ 3C p P rry M Ipsen n REJECTED n REVISE AND RESUBMIT / 1 - e. 19.06.26 l z AA R T IT REVIEW RE NOT SOF THE CONTRACTOR FROM COMPLIANCE • fp 10: 06'00 • /�. R /9i Fall Ar1C hor Q�_IUAL/m WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 90119PE Ll THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN 0626/2019 L1 R R.5-23-19 PER BA CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS CONTRACTOR OREGON J BY DATE REMARKS Engineered Wood Products IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES /1012015 AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND A ALL OTHOERTECHNIETRADESOOF ANTDU EROFORN.nn100R MEIRTWORKH NING RA SWOAFE AND RK WITH 49AY M.W. - Tigard Nigh School SATISFACTORY MANNER, EXPIRES:06/30/2019 Tigard, OR DETAILS -3i12L2019 DA DRAWN DATE CHECKED DATE ORDER sc SHEET DATE CATENA CONSULTING ENGINEERS BY (/G�](� R -14 "' d5',Red-165'",Red-190^",Red-19014'..Red-1901457",Red-LTM, ^`,Red-W' Red-STM,Red-MTM,Red-HT"",RedLam""are trademarks of RedBullt. RR 06-18-IS MB l 0G-161-IF 110599 3 OF 3 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING • Site Address: Ace( ,a` \I .c." ,, \vv--& 1 0 CA1- 2..2—`A • Building Division I T t o R D Deferred Submittal Transmittal Letter TO: C1-i off ,� . 1 lcy.-c DATE RECEIVED: DEPT: BUILDING DIVISION / """" , SEP 4 201 FROM: e, ..(- C2zc.-- CITY Or -(' R u COMPANY: Qe_r`ce_ cogvc-, c.-h / PHONE: 'A\- G\ `_23S\ By: _ RE: 6\000 SW Qu:1. VS- T\A ,o( c1�22� , 'c''to\ 'j "001 (Site Address) (Pennit/Case Number) ‘c��cc..,r-a \' ScAc e\ Moes.,--,, - n. (Project name or sbdivision name and lot number) 1 Valuation of Deferred Submittal: $ LLT 0l COO ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: 12- 1 .._..._I-_ S.._........ “: ,,\w n ................................— ...._......................................... -- — ______....._..__ ..___._..._.. )3onQ 1-Au\s'c5 c--7 ,Q Qcsex._u..)kv Remarks: A 0 , (1)-(,,i4o li ) NOTE:Documents for deferred 1uimittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed to Pe it Technician: Date: 9 - a6, ) 4 Initials: 'it Fees Due: . Vs ❑ No Fee Description: Amount Due: / Deferred Submittal Fee: $ a.�� a g . 51 g� Additional fee based on valuation: $ Other: $ Total Fees Due: $ Special Instructions: .Reprint Permit (per PE): ❑ Yes / No ❑ Done Applicant Notified: Date: `74 0 l G( Initials: The fee for processing a d reviewing deferred plan submittal shall be an amount equal to 65%of the b ' ding based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07