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Report FOR OFFICE USE ONLY—SITE ADDRESS: 9i 32 .c j -X-%A-ma 77-i This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 'NI ■ Transmittal Letter i ;k;,\It i' 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Don Nelson )ATE RE` DEPT: BUILDING DIVISION �►��EIi�EI� JAN .8 2015 FROM: Brody Percell CITY OFTIGARD COMPANY: Emmettphair Construction BUILDING DIVISION PHONE: 503-535-9768 ByW�/�! RE: 7150 SW Dartmouth BUP2014-00061 (Site Address) (Permit Number) Red Rock Center P:d B Shell (Project name or subdiv sion name and lot , .•r) ATTACHED ARE THE FO OWING IT MS: Copies: I Description: Copies: Description: Additional set(s) c f plans. Revisions: Cross section(s) . d details. , Wall bracing and/or lateral analysis. Floor/roof frami g. Basement and retaining walls. Beam calculati• s. Engineer's calculations. 2 Other(explai : Truss pro A uct package REMARKS: FOR FF CE USE ONLY Routed to Permit Technician: Date: ( /14 1 j� Initials:`'17 Fees Due: ❑ Yes tI ,o Fee Descn tion: Amount ►ue: $ $ , $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ Done Applicant Notified: Date: i f;h J,S Initials: 4.-7. I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 RECEIVED JAN 8 2015 Product edBUI LT CITY OFTIGARD Package Engineered Wood Products BUILDING DIVISION Red Rock Center Tigard, OR RedBuiltmi Project Number: 085548 Reference Documents: 7/17/2014 Drawing Section By _ Date Revision Type Sheets Architectural PACE Engineers Inc. 5/6/2013 _ Bid Structural Nordling Structural Engineers 5/3/2013 Bid _ Mechanical If you have questions, please contact: ��� O PRer, i 1 1 EN k oD • I �5 ",,,GIN .-6... ipL Technical Representa' ` T Oco/C� Oga�P:'s' y Craig McManus y of Tig : rd •, • (503)939-0928 Ap P roved 'tans • Yvv OREGON By M.L.. Date 1 c y`z<h f5° Design Center Contact: ` ` 1, bNiA-IAACCrilt 19497-ME R\G� Ben Seely (208)364-1341 OFFI COPY 1 EXPIRES: ( L' 'II/I 4 I Return reviewed drawings to: Ben Seely Material List&Calculations pp. 1-9. Drawings pp. 1.3 200 E. Mallard Dr. Our responsibility is limited to the design of RedBuilt products in accordance with the above Boise, ID 83706 referenced documents based on design loads specified by the engineer of record. IPlease sign and date below and check the appropriate box. **One set of shop drawings must be returned to the technical representative(see above for address). ** I warrant that this RedBuilt submittal package has been provided to the contractor/installer and responsible design professional and that it has been verified and/or corrected for accuracy,including any clouded items. I also agree that all materials shall be furnished by others unless specifically noted"by RB"herein and that installation of the materials is the sole responsih— -"- Please indicate your current requested date for product delivery: _ SUBMITTAL REVIEW ❑ExcamON6 AS NOTED ❑REJECTEDRESUINAT Check One: Company 21Nt)EXCEPTIONS TA1tEN ❑ SEE ATTACHED COMMENTS 0 Approved,no change* Name Corrections to comments made to the shop dawinps during this review do not relieve contractor from camptiance with requirements of 0 Approved,as corrected Title the drawings and specifications Thus check is only for review of general corkontw+ce with the design concept of the orolect and general oompliatce with the inbarlon given in the contr act n Revise&Resubmit Date documents. The contractor * IUMf01a for confirming and correlation as quantities and doelriatr: uwmg Ise-ication •If there are no changes to the approval drawings,fax this signed cover sheet to the technical represent Women and techniques of oatMlellOk aaMdnag his work with that of ant other trades, and performing his work in a sate arid satisfactory manner. RedBuilt LLC NCRDLI""STRUCTURAL ENGINEERS,LLC 200E Mallard Dr•Boise ID 83706•Mail:PO Box Ph:(208)395-2400•Fx:(208)395- BY JH W DATE 30 July 14 • ` e;V BUl LT Material List F.wpMwwee Wood Products RB Number 085548 -'� ( .•- Operator C.Tang Project Name Red Rock Center Building B 1 \1• i. Office Location TIGARD,OR 1 �\ IA Delivery D1:ROOF '•-o-• comment Preliminary:Not For Production Plant Stayton Status Out For Approval Latest Revision : Report Type Check I-Joist Products [Joists Quantity Type Sarkis Depth Length Pro11N Bawl Cut WS AR Knockouts Camber P.ET. Faiths= Nobs Ness 1 0 66 Al Red-I65 r 24 35'-0.00" J8 0.76 Left i No 2310.0 1 0 17 A2 Red-165 24 32'-0.00" .18 0.75 Left No 544.0 1 0 9 A4 Red-165 24 36'-0.00" .18 0.75 Left No 324.0 1 0 1 AS Red-165 24 1T-0.00" 38 0.75 Left No 17.0 1 0 1 AS Red-165 24 5'-0.00` .18 0.75 Left No _ 5.0 1 0 17 A3 Red-165 24 31'-0.00" J8 0.76 Left No 527.0 111 • • • Red-I65 24 Total 3727.0 I-Joist Products [Web Stiffeners Quantity Type Series Depth Installation Location Standen! Beveled angle Length Width Bevel Cut Nobs Notes 1 0 222 I Red-I65 24 I Loose End Standard Beveled 2.0 20.250 11.875 0.375 l r 1 0 222 I j Red-165 _ 24 Attached End Standard aevelee 2.0 20.250 11.875 ; 0.375 IJoist Products I Filler Quantity Type Sloe Length Material Cut Installation Nobs Nobs 1 0 212 1.0x11.875 1'-3.88_ rPWD/OSB Cut Loose 1 I 1 0 Note 1 For use with details 3/3,5/3,and 8/3 'Connectors Quantity Type Modal Top Face Member Slope Skew Fig.Sipe Fig.Angle Fig.Offset MOH Finish Notes Notes 1 0 103 1 HIT324 4-16d 6-16d 6-N10 1 0 4 2 LBV5.1224 6-16d 4-16d 2-N10 1 0 4 I 3 I HGLTV4X 6-16d 12-16d 6-16d , 24.00 RedLamn'Products [LVL Beams Quantity Type Size Length Grade Foebge Notes Notes 1 0 _ 2 RAt 3.5x24 32'-0.00"i 2.0E - I 64.0 _ 1 0 2 RA2 3.5x24 31'-0.00" 2.0E 62.0 4 ' •• 3.5x24 Total 1 126.0 RedLam"4 Products ILVL Rim Board Unreal Ft Type Size Grade Footage Notes Notes 1 0 480 1.5x24 j 1.4E 1 1 480.0 Third-Party Products I Glulam Beams Quantity Type Size Length Layup Camper Appleton Footage Notes Notes 1 0 1 GC1 6.75x31.5, 28'-0.00"' 24F-V4 5000' Industrial 28.0 1 0 1 GC2 6.7541.5 33'-0.00" 24F-V4 5000' Industrial _ 33.0 1 0 1 GC3 6.75x31.5 2T-0.00" 24F-V4 5000' Industrial 27.0 1 0 1 GC4 6.75x31.5 34'-0.00` 24F-V4 5000' Industrial 34.0 1 0 4 GA1 3.5x12 11'-0.00' 24F-V4 5000' F _ '- 44.0 1 0 1 GA2 3.5x12 13'-0.00` 24F-V4 5000' 13.0 1 0 1 GB1 5.5x16.5 T-0.00" 24F-V4 5000' Framing 7.0 1 0 1 GD1 5.5x19.5 11'-0.00" 24F-V4 5000' F ' , 11.0 4 •' • 8.75131.6 V4 _ To/al 122.0 5 ' '' 3.5x12 V4 Total 57.0 1 ' '; 5.5x18.5 V4 _ Total 7.0 1 ' ' ' 5.5x19.5 V4 Total 11.0 1 TearnBuilder 2 25 D1:085548 Red Rock Center Building B 1 of 2 Red_Rock_Center_Building_B Out For Approval 7/17/2014,10:18 AM 'Hardware Quality Typo Deacription Open NOW 6.0 lb N10(10dx1.5)Nails 26.0 lb 16d(16dx3.5)Nalh TeamBuilder 2.25 Cl 085548 Red Rock Center Building B 2 of 2 Red_Rock_Center_Building_B Out For Approval 7/1712014,10:18 AM • Red IKtriSPEC" Pro Loc ton: TIG RD,ORCenter Bull Type: Al Folder: ROOF Date: 7/16/14 3:00 PM RedSpecTM by RedBuilt•"' Designer: C.Tang (111.44',11%‘61‘ v7.0.18 Comment: 24" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fail Shear(Ib) 51% 1885 3680 115%-All Loads PASS Positive Moment(ft-lb) 93% 14803 15904 115%-All Loads PASS DEFLECTIONS(In) %Allow. Design Allow. Design Allow. Pass/Fail Span live 85% 0.978 1.147 L/422 L/360 PASS Span Total 63% 1.440 2.295 L/287 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1335(115) 1159(115) Dead Reaction(Ib) 551 551 Total Reaction(lb)(DOL%) 1886(115) 1709(115) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(In) 1.75 1.75 HANGERS Model Top Face Member Header Size Right HIT324• 4-16d 6-16d 6-10dx1.5" Glulam DF/SP 6.75x31.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 Sl 34'-4.874" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 25 to 0 0 to 0 0'-0.0"to 6'-0.0" Adds To Snow Drift NOTES •Building code:IBC. Methodology:Allowable Stress Design •Blydsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.000.Bevel cut add=0.75". S:\_Sold Projects\08xxxx\0855xx\085548 Red Rock Center Building 8\Design\Calcs\Red_Rock Center Building Bred 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-I65"",Red-165T",Red-I90"°,Red-190HTM,Red-I9011S",Red-L",Red-LT"',Red-W^",Red-S'",Red-M'", Red-H",Redlam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright®2010-2012 RedBuilt LLC.All rights reserved. 47KCOSPEC" Project: Red Rock Center Bull Location: Red Rock Center Type: Al-Snow Drift Folder: ROOF Date: 7/16/14 3:41 PM RedSpec'"' by RedBuilt'"' Designer: C.Tang (. „\ 0,6' v7.0.18 Comment: 24" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fail Shear(Ib) 52% 1904 3680 115%-All Loads PASS Positive Moment(ft-lb) 94% 14996 15904 115%-All Loads PASS DEFLECTIONS(in) %Allow. Design Allow. Design Allow. Pass/Fall Span Live 87% 1.001 1.147 L/413 L/360 PASS Span Total 64°i° 1.462 2.295 L/282 L/180 PASS SUPPORTS Support I Support 2 Live Reaction,Critical(Ib)(DOL%) 1354(115) 1181 (115) Dead Reaction(lb) 551 551 Total Reaction(Ib)(DOL%) 1905(115) 1732(115) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Right HIT324* 4-16d 6-16d 6-10dx1.5" Glulam DF/SP 6.75x31.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 %I i-- — A 34'-4.874" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 25 to 0.5 0 to 0 0'-0.0"to 5'-10.56" Adds To Snow Drift Uniform psf Snow(115%) 0.5 0 3'-5.0"to 34'-4.875" Adds To Snow Drift NOTES • Building code: IBC.Methodology:Allowable Stress Design •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.000.Bevel cut add=0.75". 5:\_Sold Projects\08xxxx\0855xx\085548 Red Rock Center Building B\Design\Calcs\Red_Rock Center Building Bred 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. RedBuiltTM,RedSpec'",Red-I",Red-I45TM,Red-I65'",Red-165T"',Red-190"',Red-I90H"",Red-19OHSTM,Red-L'",Red-LT",Red-W"",Red-S'",Red-MTM, Red-H'",RedLamTM,FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright®2010-2012 RedBuilt LLC.All rights reserved. • 'KeriSPEG-- Project: Red Rock Center Bull Type: A3-DBL Location: Red ,OR Folder: ROOF Date: 7/16/14 3:56 PM RedSpecTM by RedBuIltTM Designer: C.Tang LW'1L 11 CO\� v7.0.18 Comment: 1 DOUBLE 24" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fail Shear(Ib) 27% 2016 7360 115%-All Loads PASS Positive Moment(ft-lb) 49% 15745 31809 115%-All Loads PASS DEFLECTIONS(in) %Allow. Design Allow. Design Allow. Pass/Fall Span Live 32% 0.324 1.028 L/999+ L/360 PASS Span Total 30% 0.623 2.057 L/595 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 1215(115) 1041 (115) Dead Reaction(Ib) 802 905 Total Reaction(Ib)(DOL%) 2017(115) 1946(115) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Right LBV5.12/24' 6-16d 4-16d 6-10dx1.5" Glulam DF/SP 6.75x31.5 (' = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 li f. - I --- — b -- ° 30'-10.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Snow(115%) 0 180 10'-6.0" Adds To #720 Mech Unit over 4 Points Point lb Snow(115%) 0 180 15'-0.0" Adds To #720 Mech Unit over 4 Points Point lb Snow(115%) 0 180 20'-2.4" Adds To #720 Mech Unit over 4 Points Point lb Snow(115%) 0 180 24'-9.0" Adds To #720 Mech Unit over 4 Points Tapered psf Snow(115%) 25 to 0 0 to 0 0'-0.0"to 6'-0.0" Adds To Snow Drift NOTES • Building code: IBC. Methodology:Allowable Stress Design • 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= 1.000.Bevel cut add =0.75". S:LSold Projects\08xxxx\0855xx\085548 Red Rock Center Building B\Design\Calcs\Red_Rock Center Building Bred 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 SUBS I I l UTION VOIDS THIS ANALYSIS. RedBuiltTM,RedSpecTM,Red-ITM,Red-145TM,Red-I65TM,Red-I65T",Red-I90", Red-190HTM,Red-I9OHSTM,Red-LTM,Red-LT'",Red-WTM,Red-STM,Red-MTM, Red-HTM,RedLamTM,FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2012 RedBuilt LLC.All rights reserved. • 1-KeXISPEC Project: Red Rock Center Buil Type: A4 Location: Red TIGARD,OR Folder: ROOF Date: 7/16/14 3:33 PM - RedSpecTM by RedBuiltTM Designer: C.Tang C y IU' v7.0.18 Comment: 24" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fall Shear(lb) 53% 1943 3680 115%-All Loads PASS Positive Moment(ft-lb) 99% 15810 15904 115%-All Loads PASS DEFLECTIONS(in) %Allow. Design Allow. Design Allow. Pass/Fall Span Uve 94% 1.111 1.186 L/384 L/360 PASS Span Total 69% 1.636 2.373 L/261 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1375(115) 1197(115) Dead Reaction(Ib) 569 569 Total Reaction(lb)(DOL%) 1944(115) 1766(115) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Right HIT324* 4-16d 6-16d 6-10dx1.5" Glulam DF/SP 6.75x31.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 lI fi."_________________ 35'-6.875" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type , Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 25 to 0 0 to 0 0'-0.0"to 6'-0.0" Adds To Snow Drift NOTES •Building code: IBC.Methodology: Allowable Stress Design •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.000.Bevel cut add = 0.75'. S:\_Sold Projects\08xxxx\0855xx\085548 Red Rock Center Building B\Design\Calcs\Red_Rock Center Building B.red 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 sparing 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-165"",Red-I65T"",Red-I90"",Red-I90H"",Red-190HSTM,Red-L"",Red-LT'",Red-W'",Red-S"",Red-M"", Red-H"",RedLam"",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright 0 2010-2012 RedBuilt LLC.All rights reserved. eiK'eXiSPEC Project: Red Rock Center Bull Location: Red Rock Center Type: A4-Snow Drift Folder: ROOF Date: 7/16/14 3:43 PM t RedSpec"' by RedBuiItTM Designer: C.Tang v7.0.18 Comment: (Y -,A 24" Red-I65TM Cad 32" o.c. DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fail Shear(Ib) 53% 1962 3680 115%-All Loads PASS Positive Moment(ft-lb) 101% 16017 15904 115%-All Loads -FAit °k- DEFLECTIONS(in) %Allow. Design Allow. Design Allow. Pass/Fail Span Live 96% 1.136 1.186 L/376 L/360 PASS Span Total 70% 1.661 2.373 L/257 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 1394(115) 1220(115) Dead Reaction(Ib) 569 569 Total Reaction(Ib)(DOL%) 1963(115) 1790(115) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(In) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Right HIT324* 4-16d 6-16d 6-10dx1.5" Glulam DF/SP 5.75x31.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 II — d 35'-6.875" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115%) 25 to 0.5 0 to 0 0'-0.0"to 5'-10.56" Adds To Snow Drift Uniform psf Snow(115%) 0.5 0 3'-5.0"to 35'-6.875" Adds To Snow Drift NOTES • Building code: IBC.Methodology:Allowable Stress Design •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Sloped length multiplier= 1.000.Bevel cut add=0.75". S:\_Sold Projects\08xxxx\0855xx\085548 Red Rock Center Building B\Design\Calcs\Red_Rock Center Building B.red Page 1 of 1 The products noted are Intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and most 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. RedBuiltTM,RedSpec",Red-ITM,Red-I45TM,Red-I65",Red-I65T", Red-I90'",Red-I9OH'",Red-I90HSTM,Red-LTM,Red-LT",Red-WTM,Red-STM,Red-MTM, Red-HTM,RedLaam"",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright®2010-2012 RedBuilt LLC.All rights reserved. 1L4PSPEC'. Project: Red Rock Center Bull Type: A4-Uplift Location: Red ,OR Folder: ROOF Date: 7/17/14 10:14 AM ` RedSpecTM by RedBuiltTM Designer: C.Tang L4`^(1.- Vic Comment: '1 24" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL-Control Pass/Fall Shear(lb) 8% -427 5120 160%-All Loads PASS Positive Moment(ft-lb) 0% 42 12447 90%-Dead Load PASS Negative Moment(ft-lb) 17% -3796 22128 160%-All Loads PASS DEFLECTIONS(in) %Allow. Design Allow. Design Allow. Pass/Fail Span Live 34% -0.398 1.186 L/999+ L/360 PASS Span Total 17% -0.394 -2.373 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 0 0 Dead Reaction(lb) 5 5 Total Reaction(lb)(DOL%) 5(90) 5(90) Net Uplift Reaction(lb)(DOL%) -427(160) -427(160) Bearing Bottom Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) - - Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Right HIT324* 4-16d 6-16d 6-10dx1.5" Glulam DF/SP 6.75x31.5 (*=Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.375/12 II 35'-6.875" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -9.1 0.1 0'-0.0"to 35'-6.875" Replaces Wind NOTES • Building code: IBC.Methodology:Allowable Stress Design •Birdsmouth and beveled plate conditions require additional consideration. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Net uplift over 200 lb detected. •Sloped length multiplier= 1.000.Bevel cut add=0.75". S:LSold Projects\08xxxx\0855xx\085548 Red Rock Center Building B\Design\Calcs\Red_Rock Center Building B.red 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. RedBuiltTM,RedSpec",Red-I",Red-I45",Red-I65'",Red-I65T",Red-190'",Red-190H",Red-I90NS",Red-LTM,Red-LT",Red-W",Red-S",Red-Mm, Red-H'",RedlamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2012 RedBuilt LLC.All rights reserved. 81 ALLOWABLE HOLES 1-KedBUILT. Mmlmumastenne i''•hole may De Engineered Wood Products Isetnee Osletee 159'atloekoas a ppmwmapir or Y SOW Wald 7141e flowelther h��� L frwnTWMAI II•tcn zone of on anywhere In II ,I, __- _ I-JOIST INSTALLATION INFORMATION Tr 0 ble1D.p 0 el"-! ATTENTION BUILDER Enclosed is IMPORTANT reformation on how to safely and properly install RedBuilt"'Joists. 4 sa 4 4 ' 2 e 4 4 r� areraa.e ' Personal injury or death may result from failure to read and follow this information. mlknwm atel n en ttl0ra011%- (pWatoan for rectangular holes,4J tannins to it YvrwGw 101!0 accept Is the longest horizenlel helm esceet DO NOT art.65,et ne1aG111�e knookwU) oreemcalmeasurement knockouts) 1 PRODUCT HANDLING Table A-End Support Table B-Intermediate or Cantilever Support THIS NOT THIS Minimum distance(torn edge of hole Minimum distance from edge of hole to Inside - to Mid•tan of newest end support lace of nearest intermediate or cantilever support Round Hole Stn Roland Hole Sin 2. 14. 16' ; E' I10'112'114'1 ar1sr 127 2. 1 4. 1 r I r I10'112.I14•11r Iw120. /;.,�: 10111K rt t!�I btx bit Square or Re tenga et tole UM Square w RwxangWr Hole sW r - _' ��111111:�I`Joist loNit Mete Wes 1.27 2.7 4' 7 r r r &S &r 10.7 11• Dam sm. 1..2rJ 2.r r r 1 r r Ti.7 9b' ION ar illii�� !'� ��4 ' 145/166 rr .110r PO. 146/165 1•r !W OW i lot-I' `s 41 /////irr/;ri 'K Ise 7P rr ear ' roe rr 64'OW' - ;I��a��I. \ /// � 145/N35 14' 7r 0410'Ale 145/165 14' 71G' 4G/•/Y' 11111 11t4 190/19011 1•r rr 164' TO' 17.6'190/19011 74• 44^ M gre' Litt I-joists from underside only. DO NOT lift 1-joists by DO NOT lift Foists in 190111 77 4,47 rr roars rr M4' re DO NOT dump or drop from truck. top flange the flat orientation 145/165 1.4' 2,7 3,11. 44171" 145/155 1'r 14' 3,17 SW'/4' 14' 190/19011 1,7 r0 164' 94'1.PW 1r 19 0/rox% 1.4' '•4' sue toe 2 PRODUCT STORAGE 190115 2W 4'-0' r4' S'O' 190118 4t0' r8' r-0'11'3^ - 145/165 1'4' rr 74' 4.0' ifgr w_e/ - . - - 145/165 TO' rr 701 4ms•her tote • - - •- THIS NOT THIS 16' 190/19011 r0' 2'0' 4•-0' 64' Mr"Pr - - • - 1r 190/19x/ 14' Tr rr 11,17 u4's/GP • • •190N5 7.0' 4'O 6'-0" r•0.1rr 19016 1.O ear' Mr 11'4'u4' ,1111 145/156 1•r r4' 7r rr 4•0 OW 1r0' - - 1451165 a'r a'r 14• re PO.I10' • 11111111111111 1.' ll I�I 1r iso/t9ot1 a•4' r4' 7r 164' rr rr lute' - - ib' 190 19014 r4' a•4' 7r 6'4^ r•0'12V' --_ r..• 19016 7o ro' Mr 164'1aa 174' - • - - 19015; 7r Mr rr u•4'err WO • • • • i�•�. Ij�I� 145/165 1.4' 14• 7r•r0' 44' 70 PO'21•41" • • 145/165 1•-0' 1.0' 1.4' 14' rr PO*•#40' 11.11 20' 49o/190f1 r4' 14' r4' rr r4' 7P u•4'1IW - 20' 190/19014 r4' 014' SW 014^ r-0.1a$144' 1 CAUTION Store and handle Il�l�j 19046 7P r4' rr r7P tit!•1x4'1rr - - 190416 7r 5'4' r9' far 134.1rr 177 - 1 Wrap is slippery joists In vertical tee 14• 14' 1•4' 74' 1t7 4'r Mr r4'W# • me 1.4' Tr at0' VW 24• 4V' r4'174' - r when wet or icy. orientation.Leave - 2r 190/19014 Tr VP 1W' r4' 160' 74' rr arr)t u 27 040/190N 7O' 014' 1•r rr rr Mr 1210'1rr Joists banded together • Proteet products from sun and water. until ready to Install. DO NOT store I-Joists 19016 74' 44` 9,0" 94' 94'x1.4'13,17!6'0' • • 190115 14• 30' 5'r 11,0.17112..^16'4'274' • Use support blocks at 10'on-center to in the flat orientation 24' 165 1W atr 7r Tr rP Mr 6r 7.4.IOW - 24• 155 r0' 014' 1'r 1W' r4 rr rr 10-0' • keep products out of mud and water. to 190/1904 14• T4' 6- r4' r4' r4' 7r tar ter'ere 40 190/19014 14' rP 4•r 6W' 116' rr 11W 140'rrr. - '6 '1016 7- 4W' r4' re. rr 17-'*r4'174'174' • 26 19016 14' r4' re. r0'11114'4'Ira.2164'.. WARNING les 1'- 74' 2'r re r0' Mr 60 r0. 7r 20'4' 165 14' 1'- a•4' 70' 4'r 160' rr 94' Workers should stay clear when cutting the banding to 2r 2r avoid possible injury from flying banding or toppling joists. b 190/MOH VW 14' 24• aW '4'J rr 74' r4'11.1 irr to MO/MOH rr r4' rr r4' rr 1O.u'4'171 u4' 32. isms 7r r ' 64' rr M4'40'4'171 174.164'170 '' 19016 14• 7r rr T4' re.17P 14•',1'0'124'2r4' RedBuiltTM Red-ft Product Sections Refer to plan for series and depth w i r. .Y , N r it e-a` `� .41._,..r M . General Notes How to use Tables A and B 4 c 444 • Tables ere lensed on me^Imum Movable askant baY M6/db4c can odkel0 1. Determine Inn'loin Shape ar10 sloe For rectangular hens.use the largest Tom• I T/� 2000 b.concentrated load sprat asp ltwl,W r eel Bawl'tendered.use dunensmn of the rectangle Sues given in the table are hole 0.05.not duct sl[es. ReoSpee'software or contact yaw R S1-1•Mtlbal reamentadm It 2. 0earmie the Red-r.}du.ales and depth. concentrated load check is requbet 3. Determine the type of support on each side of the bob.N the s_-I•'to st a • For other hole tikes,hole locationawReds,me R.Apee°MRwwe or Contact Your continuous aver a support,use ban tables Use Table a if thepkt terminates at Red-Ia5- Red46544 Ra64n" 91019011• Rer1.90RS' 0044aiN"technical represemathe both supports. • Roles may oe located vertically Towhee w the web.Leave'n.of web lminlmvmt et 4 rin d the leble cell at me imarsecibn of the Red1"plot and the hole_ For allowable holes and fasteners information on and bottom of hale.Do NOT ep plot fain.. b. The measurement shown a the m'remum detente hem the edge of the heir to ll 11 you have questions or concerns. • anechoua are located In web a approsknXay 12.CnCeniec they do net effect hole the aside late a the support. •T'•0 please scan the QR code or use the link below y qTM placement. 6. Malmei the mrelelmmuet.betaan[nbombatll,uppMa. to access pagenumber3ofsprinklersystem Call your RedBuilt Representative directly, • Do not cut Nolen M cantilever*Owl tawuaNg your R•4guM-emwemMa. 1. k is permissible to Mtepaata baween hele sins atawm m the(•bids. t..'•4.••• p installation guide or for general customer service call Peden Red145'",11•3165••.Red190".ReN9017'.Re6490115'•.Reds'•.Rvo cT a.Red.W".Red-S",Redid",RedM".Bedlam".RadSpec".and Renault°eel tead.e eke a Pad9lea uc (866)859-6757 http://www.redbulh.com(triages/doe/RedBuilt%20Sprinkler%20Guide.pdf Sheet 1 Of 3 • • 3 GENERAL INFORMATION °berc° '° 6 INSTALLATION BRACING Abp Tenn for Ptoduotoo AOR Architect of Recad CL Centerline WARNING • All nails specified In framing package to be"common"nails unless noted ow. 1300,10 t+, otherwise.Use proper size nails to fill all nail holes in bearing clips, DL Engl eat et Record Without correctly installed bracing,Joists can F90 Framltlawolnan , buckle sideways or roll over,causing death, bridging clips,bracing.etc. 1 serious personal injury,or property damage. - --� Foe Face of Concrete FOS Face of See r,W 1 • Do not scale drawings:written dimensions take precedence. cc Gen!.Contractor I 0 11.1 LS Live Load NOTICE LSL Lamk,ated Strand Lambe, • Manufacturer's responsibility Is only for the design of the RedBuiltTM LVL Lambed.Veneer Lumber Installation bracing and procedures,as well as OFA out for OPPe.el products and not for any supporting structure or loads other than ow Open-Wen Trusses on 504000'" DO NOT walk on the joists until the safety of workers,are the responsibility of the DO NOT stack building indicated herein.All materials shall be supplied by others,unless PLT Rota installer.The installer should make sure that this PSI. Parallel Wane.Lumber all Joist bearings and bracing materials on unsheathed specifically noted as"by RR"or"by RedBuiltTM"herein. Rs Ped9ufm" installation information is understood by all have been permanently joists.Stack only over attached.Injury may result. persons involved in the joist installation. beams or walls. n WEB STIFFENER REQUIREMENTS IMPORTANT • Web stiffener requirements vary 4•(mmlmum)We d...Meg temeorwy o. based on joist series and depth; Strut nnea newt extend to braced end wan.beam or sheathing. permanent)if there o no biased end wad.u Permanent.hod.pet pia.am specifications.If they are always required at bearing St"Awe(Ise nwnm°m) Monoorersuse ad(0.a3NTS'Isele6 roc. Web Stiffener Size and Material �� Load Transfer at e•.wam s pots w m 17i r Concentrated See plan/details forre requirements ,d.aa.r,F nrwnabs..n WARNING �r Loads See plan/details for requirements tee' alprr.naY.' —da0100""aR` • All blocking hangers,rim boards, woe bull e.r 500e Web Stiffener Material �, specific to the Joists being used on • 1•01MN ONMENlrerSalt' .. >� Stack a:n4 and rim joists at the end supports 14S" WIWI %"ad's.• Sheathing Math face grain vertical)that this project. '� � ♦ owr wb or of the!joists must be completely ay. 3rs3yy mean fife faqulremsnn d psi or P52 If web stiffeners are required at llrbmsaeld�Y6Of / a"1°orb installed and properly nailed. construction yes er bette .0111 hanger locations,they must be b•eelnetlo�.w �\�\�. f • I-joist flanges must remain straight tre not MS' La Red-190W.Joists,04050 LVLI SL g u„wr oast attached before placing joist in \ • within 1 z"from true alignment. _ Use wile 20 bloom to transfer lose,,can Mist.Cut hanger Cantilever required •bracing %I /����, - . Sheathing must be completely 01ode 5,..lortgr roan OM depth. required See situ =j=.:� Nailing Quantities for Web Stiffener Attachment Load 5.0044 wall of other concentrated ends or candle..ro most w '+ attached to each Hosst before Red-1906& Web stiffeners load above(*weeding 1500 Is.).See 'Morale,stabilised with - t� '\.- additional loads can be placed on R.0445'•taste Red-165.loN4 R.6/9011swr louts plan/mulls for specific requirements. blocking bracing or rim Mist the system. RM190. .lob__ at Concentratetl /� Two ea to.rum ptr,) hlpltt -- ---.- Web stiffener Itch saes•must Hoist docking panel for equal required at each 1\ nails minimum out Depth edt3D/NI& ed(2>;INY. Sad(Tn'tNabs 1dd(3iz^)Naga Loads Within pSWyryeL top flange. side ofklofsttwWowsteWthyandtotransfer I per Without bracing,buckling sideways End ar Ens or End w the Joist Span lier6ISOM par onat. wan load a5o.e tes oec.Atto bearing wan below. lelw.Lna.nesr For 1.o.thins eanges, or rollover is highly probable under Sa.m,.ar. Imem,.drr Ehe Intermediate Intermediate I'` See Men/deathfor speak applserws attach with a ewwtwm a one 10d(3'15tt light construction loads like a tee / nee..ch•a•of R•dr•lest at bowleg 3 N/A N/A N/A N/A /e ea wife rladmlant:Minimum 10013.1 nailsm use 1m(3.4')nos nails with 1v.'tMa worker or stacked sheathing. 13 • 3 3 3 3 4 -pi= 12'OC each Ode of Horst blocking panel when e.nges and 16F(3✓..)boa nags with 241- U• 3 s 3 3 6 ��� y used for shear n.lent transfer.net to bearing Nate wen Nick flanges.Maintain 1Hi'minimum and / /�/—/ connections eplv.bnt to sheathing nett scnerlide distance to minimise splitting 16• 3 s s ! 4 e I' sex if;minimum r Sr 3 7 4 4 9 �'•"1°°""'m' 30` 3 S 8 b w � Ill s mmmtrt n STANDARD INSTALLATION DETAILS 2r N/A 9 9 ss 30 24 N/A >o g ss ss '!!\' _iT �6ep SWIM twaecdee by Slotted a.awer neon Ode ol Hoist. 38• N/A 11 7 34 Sa web stiffeners a� 5• - Deeooat,IW nip n well. _W na dx_ks_ EOM Do eat WI dip M M� mnlmom SDeclea d� 35e N/A 32 • 3a 14 must be a(lOOtt .15I l •maximum /'` Mwebrl bearing Distance Nonb•a Waflng ` �,• 90• N/A 13 g 17 16 spots flange �c_ Snug ht �/ pattNlaftt d User Roof Udder Floor orb ibn well 37 N/A WA 9 u 3b 1?;madmum- `4.` 5550 •g• ]psn •g' 11%::.1111,H- Web Stineners aI Bearing Points `' ! 30.0' TV 2aJe. 1%' ' -,'i I / i 22..tbdaegbYamM 4060 4• 4000 2-iole.5 FLANGE AND BEAM NAILING Nailing of sheathing 3 (3 eW�; I�nmmX Recommended Attachment for Closest onCentef Ipadng Par I'll.' 0e3aa•T IMP of b1odk ttYms.w ei between web•babi Wr nodaM Non-load Bearing Partitions g ) NO r Nailing pattern to be per contract drawings WM Lue udat nanrp121 N 1 ..1U WO. A Framing nab•nerds and specifications.In addition,nail spacing per tORwedncatons shall comply with the criteria listed. es' _ ..r r r --_-' xi gem gte,g others(12• es as Moth toe .12a•ar r i -__ \ me byrdawn braces as mpw..Nem IMPORTANT .1Ar.a r sx' cheer a.arn min) sr ".,the Nailing closer than specified lad ' '' •__ r -;n '�PP min Nail'nr°'t4n'e°°Into °a«tPmnenn-- --- ma cause the flange to split '�.W r 3 web thee by war,(60. :/ 2.0040 suppon Y g P .16r s • r e member with fwrlgra ^+b for awn,ea(2,•1 rw) Filler N.ttrRi Chart 20 err by others t..de led :tars • r 4•• Spended Rp'd NW NNb• cal.refertorollernails- :isr•lit§• - - e r w omen atwdeg• Fwmng NW. (ewe side) secton of noting newt he Top of Flange filter.Locate suodoel tpd • (1)a ewe.Una who row of nab Is wad,iwwmaer tml 5(t•gob alogligr member vertically as ' 2-1.0d 131 3 required nailing 14t•61t••minima 0445 dbfwtq. required. 4100(3•) ] ,---Noe try divers (2)1lswellr mot be nailed to tlw heloollwelthotop tr euggosbWal 66Od131 s yi geP m4 all'� 0.. an the Holz of t the magnum 4W tIm m�trww Note.the this ae el for loam exceeeln4 250 ws.per 2164 t]'h•) 2 >5"cerotHobo005gang.aheatlorrhtr. da.A250m bad can asuo drtedan.ad saw 4164 35 3 .New per.1111er aid� • 2e op for may annwfpwrY.SeSd car r. dedehelmbosom(Wogs lotsae on comet. o-1RPl to 5 mib•Moen 31. (3)1.1PUge snDks may ca a aired wenkW for 6i(34i')ram g• provided the load b IIKNOed M normal design loeda. •spar MAY Inch be 16d sb..r a 4;gap min- N chart ClMest mnanum penetration of 1'moo the flange N 1[tpedaoed 12d canrnon 10.14819,]..long) section A+t sparing (41 wnmum seaemg must be S.for•onus or neN. Support Detail for Loads Is)se.cwrg may be reduced to b•where nail penetration does not exoa•c 14... Supported from Hoist Suspended Framing from Hoists I b OF 3 • n Q GENERAL NOTES E LEGEND 2r-r `i' 3a-r n-a , 33-5 DEGIC-N CONSIDERATIONS >r - - ' DIND CI�ODE 2010 055C 43•-10' 1 2E-2 ), AT•-0' 1 ISE ran LnAD Lawn N Irsq' OK Psf Q r-d' Fs START LATEST•Sr OS a • MI• r-Y r-P 0 p WAX FA/Y-a' r-d'r r T-o' HIND IsL,FT (0 NW) OK-R FSF !II 0 A I I 0 �'�� DEFLECTION CKI7)R4 a.a—• iiiiiiir' 1 FIELD LOCATE''''' 'III11..1v,3141III. I_ - ∎∎ wr exnTE .I A �. I ADDITIONAL LOADMK p I STRU T,.RA_ V g g I' EYF".. © g��1 Dev4,IaN F I IL" i �� II Also) L� F�U I 0 I T • b -DENOTES SNCN DRIFT PER STRUCTURAL DRANINGS Q _ 11 a rn lirci s!9N ar I DRIFT MiNEEZEI ,f) ao Q o, o>, o ; - Q-§ X1• 1 [7..11 �© .1111_ =1[K� r -i [ --_=o■� 5 DRAINING NoTF4 a Lrr.END 114 1 WM 11(3 -FOR TTPIGL NOTES.STANDARD DETAILS,AND � 61111 I I�� � 0 [ r-y ieBRfv4TKTb,S¢INSTK..LTpN COVB.SN[[T(S) t, S ._ 1 )Opw) Al liS) I 1 Alan A4)n -DCNOTES PRoalcr uLLw,i.L GIARTITT W Rill I -STRUCTURAL NIFIBER TYPE CKLOUT � I( _pUaNTITY Of STRUCTURAL NEPBERS IN BAT Si I O W "_) 111 Ell II1 �I. I-J019T NOTF4 a IFG<un I ,', l 1 -DENOTES CONTINUOUS .ER TYPE SEE MANGER:NEO n I I I EHE ROOF PLEASE VERIFY ■I KEY NOTES •!II!®iI1II'I�IiI ©IIII' AOR TO PROVIDE LJ B O DE+IOVEN) .2a•1121 LEDGER�eI`DCKINr,; -I ,i• 1R Rl II. GK PRi TV DFE I�wTION ItK'7<• vL vRCNIDED IN LIEU•\,• ''10 -[N!L4 • -� FJ L___ I�- Tay .1 . is . S!IVB DENOTES ti. 2.'LVL BLOCKING•AV CC • _ .------_ A p STRUCTURA.DEv4TOON.4.. 0'CROSS-BANDED.vl 0 A O • sik • - OK PREN..DED IN LIEU OF 11•.24 LVL.EP,TO VERI=T 1.1 _ pDONDTES PARAPCT DRILES awve FOR TO SPECPT ADa10400 LOAD FROM BRKES sEF.(7/?)FOR BRACE LOADS. /f1 ROOF FRAM LING , <:::), LOCATION PLAN FOR PLEASE vERIFT REOIAN LVl A. CDR PLE+LBE VERIFY REG.*Lot RIN YALE 4.-v-0. ALELMO: SUea Ea.nR FPR PSI. AS iPCEPTAble SIMTRUTIPI FOR LSI. ^SL PR2aI0'PN EFD1 J��O.e. E" ,3.Ia,..e"LiT POOR OP _ _ _ 'b 2020 RN Pb 2•0 pY Pb 2920 RP Fb 500 MI O. CL20201C•n15-BE RKEEDD AS Han ers =el ?9p0-ow !L 77 o Pt OK Fe A00 w 229 51 RE T INE 00IN2 L PR PS i Sl9 W awnR,T,P. royI NP1nIULlRR Ft,M Stlew'.. wa w Pr 2.Y P. re 2 0 et. Fe zeoo so OK WO LOCATION T rPP ERA rlF,.eE. *PEP* • It—Re 1 1111Pe!IMMINI A-w .-KO c-N10 YES td N- N10 T'ES • 3 Ild 12-� 3-K! . GERINagna HANGER AT GL BEAM FOR RA-ok SUBMITTAL REVIEW 111'41a( PRODUC— TYPE CHART /Om rwre Or eenr[Irrrer �"�ED PROFESS SEE MATERIAL LIST FOR MORE INEORMAT ON Epb b)/1 ❑rr)aRA escomees c., (Qs- F9�Oy STNUCT/RAP 3)),4T.0R 3f4 4.Lv1 PROVIDED UALLOUT ' MEMB:R kN LIEU OF 3)•,aN PSL.FOR TO VERIFY OK OrlaEarla M awards moo r ra Ow OrIMw ewe rr 60801' I • A 2d' REC-I11 JOLT I or.aFlrFww011.4amaaRaRBrsWISsoralrrB RA 24' REDLAM Lv` BEAM IS srlere w�aolerar.Tlaa oMell r Say a NNW r W GA W.I2'K.i IA AM BEAM(THIRD =ARTY) OEMIeI a1R/rt,....so M rage Saner d IS rant re G8 511',1(015'GLULAn BEAM(-HIRD PARTY), pros!ar)rrrra W We I UI5 Oslo r»went If" OREGON GC 0 oVA'(.1111 An BEAM (THIRD PARTY) fir. ire�+r'err ke 011*IIrb re - GD SK rrS5'GLULAM BEAM('-IIRD PARTY) raaY[w r ,Nom• MO aar=ap Wee= 0 4le 11,� pp 100,00014 wnrnurr,,TarimarrearvweraarI /49/ .jl EA PRE d r ewe verse ae oa[rR+Y w ROY 0 a aw R O STlNEP‘G G, BFSCa).4 ` W��lT ark+ctaY saws G By 0•7) RENARRS 6rwI.O Mmr PlRrar NORDU-'SMUCTURALINCIINE81111,U.0 I EXPIRES: 174 11 Ilk I Red Rock Center BY)HW DATE 30 July 14 Tigad, OR Roof ORAwN DATE CHECKED DA-E FR f SHEET Sw•■p•rRNrrt••∎•••.1•FaRFS110 RR4 RAPER.PIIRR.R RER•Wer.wn•+w•,,A•P**K Reet** THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING e`S I (X,-00-14 PMI 107-02-I� 055545 P 3 • I1Oplf I'n'•-OM 75 Of at curved parapet pERN RERAn L/C S Ne• DES(TIFF EWER HIES lTIFf[NER LV 51 ST RB D.BIOCKwO B Re[ACH- BT RB EACH 7.I2 By OTHERS BY aTNE% s Df CR I-JO/ST SIDE OF -ARST VE'.JOST CCEKM Iii !,t' - �� TM MILLER BY OI Htk`. HANGER 1 RD NS'IS'.IS57% FILLER BLOCK SEE PLNI $IT1 142.5A.SA BY RS GLB BEAM SEE PLAN) BY O BY OTHERS T.STJO HALL TUD HALL MSS POST T OTHERS B*�DTH[RS B rBY OTHERS I fr- Y'OTTIER! ii--I-- NRTRSISBTS•TILLER ly.ar REDLAIT 1--a"SW.YSPS'FILLER BIDES BY Be EACH SIDE LOL BY RB ac1I RB FKH SIDE ® e SUBMITTAL.REVIEW O eeoIMS0101ID 13 a ecereauEei Q[loellCllloeeTel.1 0 NI Ceesens r eaRR.IR.am*lB w EII.R**Mop dodo di Wow do not Maw.awaaF lad anp.rw.0 1001011100104*01 IFS dialnom Rid ela.aw.TOO Oak S only 4 mad a —dallallWw OM.M dS droop d.I.mow.Rd p1-.1..peea1011 NM RI.5055071 pwn M RI0 WNW awasol. TR..71e.dd7 a IE.pewi7 IS ocater 04 Pad ..R.EaP 0 •/d.e .RO /1RRR404: WOO* IEBIIaRCR Mann eM 105 Gall M.771RIM7d a77f04 NE wad AM RIO 0 w 5515 war and Woad*Rid ado In.aft and sifts:tory RrwT. N0RDU"^1RIRICIU AL OIOIN!/IVI,Lit By JHW oex 30 July 14 l II rl 4 -STRAPS,ANCHORS,CLIPS MID OTHER MLRDWARE NOT SHOYM ARE TO BE op PROF PROVIDED BY OTNERF.NAROTARE SLOWN T TO BE PRwIaD BY OTHERS UNLESS MARKED Sr RR'REFER TO THE CONTRACT DCCUNEMS FOR HARDANARE . .. FSSI sAtCIECATICEES AND WSTALLATIOI INSTRCTIDFTS �05 aGIN fiF9 2 -SEE■-JPSY INSTALLATION SHEET FOR WEB STIFFENER NAZI OW _f 6080'. . • FOR BEAM SUPRLIED BY OTHERS,BEE CONTRACT DOCUMENTS FOR ` ��,""" SMCIFC.LTIGE AND OTIER INFORMATION Mt SWIM WREN �0�'`' I -FOR ATTACWEM OF SPRIMLER LINES,ILCNMIICAL DUCTS,ETC..TO XIST QQQQV' OREGON °',, ,FS PI EASE SIN,,,IIKIS ._IA 'ET TWTAI OR GO ONLINE TO If `` ^ 'I tQ TKT RB PC G WLMC TD iOfRP`Ed`s 9j rimoce ` e,C,BVILr BT DAR YFTAR, EIpIArR.1 Wood PM... EXPIRES: tvI 31)14') Red Rock Center Tlrpd, OR Details ORAHN DATE CHECKED DATE ORDER K SHEET (3'5 I O7-o2-I4 I P'11 t 07-02-14 I 085548 3 OF 3 THINK 5AFETT - READ INSTALLATION INFORMATION BEFORE PROCEEDING