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Report /Iil/ .1vG5-=live RECEIVEP7/5-U 56 11 a`e • ia 2015 Product ‘,--<driBUI LT CITY OF FIGAR T Package • Engineered Woad Products WILDING DIVISION Red Rock Center i 1girel, OR RedBuillm Project Number 08543 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: <<S\c.0 PRore ii,�Il k Technical Representative: '% f -" 3 ti 9 •0801PI Craig McManus City o 1,t ar( ► , lAti (503)939-0928 Ap rove 01 el.e i. s v I. OREGON By, !: .tel 14 it _ 0 `2'41-11 '�` Design Center Contact: 4,,9/ 7(.. -,7-0. R��'� Ben Seely 7(f- z 1.k' Cr1 T (208)364-1341 ' •p I•Ved p -ns EXPIRES: I y( 31 ii 1- aII • - on job ate. Return reviewed drawin!s to 11 I gi , Ben Seely '-L' a',tq ‘– - .t '. List&Calculations pp. 1-9, Drawings pp. 1-3 200 E.Mallard Dr. t:, Our responsibility is limited to the design of RedBuilt products in accordance with the above Boise,ID 83706 I referenced documents based on design loads specified by the engineer of record. IPlease sign and date below and check the appropriate box. I **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 responsil•;= ==---- — - - ----1 ' PIease indicate your current requested date for product delivery: i SUBMITTAL REVIEW TT-Check One: Company EXCEPTIONS AS tur n rn RE,lEC IDIREBtietYt' P y 5 No ENCEPTIOMS TAKEN 0 SEE ATTACMED COMMENTS Corrections n Approved,no change* Name to comments made to the shop drawirrps aunrrp this review do not roam contractor ttom conviance with remit sown at as corrected Title the arming* and spaedtcatkns This Chad% is onty tor renew of Q Approved, i gt«+i/a ca+ia+nence with the cosign coicepr d the arc,'ect o'c general oampranca wan ane information groan in the contract El Revise&Resubmit Date docurwte The contractor b rssponaiOia kr eontn•rerg and =relation Ott quirrdhae arra tirt9erm ne: sas ctrfg `i:h'rca't CA 'If there are no changes to the approval drawings,fax this signed cover sheet to the technical represent p atomcrafe a+rd*t$1- o d cortt3uepo t;coo►dtnatinp tit wRtit With that of as other trdes: and pedonranp rule wank in a sa'e and sats'actarr manner. • RedBuilt LI-C 200£Mallard Dr•Boise ID 83706•Mail:PO Box NCRC.I STRUCTURAL ENGINEERS,LLC Ph:(208)395-2400•Fx:(208)395- BY J H W_ —___ .DATE 30 July 14 j _4..--...., 1-KedBUIL'T , List Engineered Wood Products l RB Number 085548 OperatorC.Tang Project Name Red Rock Center Building B Office Location TIGARD,OR • Delivery Dl:ROOF __ Comment Preliminary:Not For Production Plant Stayton Status Out For Approval Latest Revision : Reporrlype Check IJoist Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Ali. Knockouts Camber P.ET. Footage Neeze Notes 1 0 66 1 Al 1 Red-I65 24 135'-0.00"j J8 0.75 1 1 _ t I Left No 2310.0 f 1 0 17 I A2 i Red 165 24 32-0.00"� J8 0.75 Left 1 f 1 No I 544.0 f 1 0 9 1 A4 I Red-165 24 36'-0.00",_ J8 0.75 Left i INo ` ' 324.0 1 1 0 1 A5 Red 165 i 24 IT-0;C/a1 1 J8_ 0.75 Left : • No i 17.0 1 1 0 1 A6 Rad 185 ir---2.71-1-5',17.0 _0 T J8 _0.75 j Left , i No 5.0 r 1 0 17 1 A3 t Red-165 i 24 31'-0.00"; J8 0.75 j Left . No , 1 i i 527.0 1 1 111 I' ' - ; Red-165 1 24 I Total 3727.0 1 , IJoist Products Web Stiffeners Quantity Type Series Depth Installation Locadon Standard Beveled Angie Length Width Bevel Cut Nott Notes 1 0 222 i 1 Red-165 i 24 i Loose 1 End i Standard I Beveled i 2.0 1 20.250 1 11.875 1 0.375 i I _ I 1 0 222 1 1 Red-165 24 Attached; End Standard Bemtse 1 2.0 i , i 1 20.250 1 11.875 . 0.375 1 I j I-Joist Products Filler •Quantity Type Sirs Length Material Cut lnatallaaon Notts Notes 1 0 212 ; 1.0x11.875 1 1'-3.88' IPWD/oSBI cut I Loose 1 1 1 0 Note 1 , For use with details 3/3,5/3,and 6/3 Connectors Quantity Type Model Top Faoa Member Slops Skew Fig.Slope Fig.Angle Fig.Offset Neter Finish Noise Notes 1 0 103 1 1 111324 _ 4-16d i1 6-16d 1 6-N10 ' I I I ! i 1 0 4 2 , LBV5.1224 6-16d I 4-16d_1___ 2-N10 , I ! 1 0 4 1 3 1 IiGLTV4X I 6-16d 1 12-16d I 6-16d I 1 I y I I Y4.00 t 1 RedLam7I Products LVL Beams Quantity Type Sia Length Grads Footage Neese Notes 1 0 2 RAI 1 3.5x24 1 32'-0.00'1 2.0E ! } b-4-0-11 1 0 2 T RA2 3.5x24 31'-0.00'1 2.0E ; _ _ j 62.0 _ 4 i' ' I 3.544 r Total 1 126.0 1 f RedLamni Products LVL Rim Board !Intal R Type Size Grade Footage Note Nava 1 0 480 I 1 1.5x24 I 1.4E 1 I 480.01 1 ' Third-Party Products Gilliam Beams Quantity Type Sire Length Layup Camber Appearance Footage Notes Notes 1 0 1 ; GC1_6.75x31.5. 28'-0.00" 24F-V4 ' 5000' i Industrial 1 28.0 1 1 ' 1 0 1 1 GC2 I 6.75x31.5 a 33'-0.00"1 24F-V4 5000' I Industrial -___ i 33.01 1 0 1 1 GC3 1 6.75X31.5 1 2T-0.00"; 24F-V4 5000' Industrial ; _ ( 27.0 1 0 _ 1 1 GC4 1 6.75x31.5 34'-0.00"! 24F-V4 5000' 1 Industrial 34.01 1 0 4 1 1 3.5x12 _I_ 1T-0.00"1 24F-V4 j 5000' Framing 1 44.01 1 0 1 1 GA2 3.5x12 1 13'-0.00"1 24F-v4 i 5000' ; Framing 1 13.0{I 1 0 1 GB1 5.5x16.5 1 T-0.00'; 24F-V4 1 5000' Framing I 7.0 i 1 0 1 I G01 1 5.5x19.5 1 11'-0.00"1 24F-V4 1 5000' Framing 1 11.01 i 4 _' j 6.75X31.5 V4 1 _ Total 122.0 1 5 3.5x12 V4 { Total 57.0 1 1 ' 'J 5.5x18.5 V4 Total _ 7.0 I 1 1 1 5.5x19.5 V4 Total 1_ 11.0 i TeamBuilder 2.25 D1:085548 Red Rode Center Building B 1 of 2 Red_Rocl_Center Bullding_B Out For Approval 7/17/2014,10:18 AM 'He dware Quantity Type De cdp$on — — Naw Notes 6.0 lb 1, IN10(10dx1.5)Nails 26.0 Ib I 116d(16dx3.5)Nails —— TeamBuilder 2.25 01:085548 Red Rock Center Building B 2 of 2 Red_Rocic_Center Buiiding_B Out For Approval 7/17/2014.10:18 AM ?t SPECPra;3 : Re.1 Roc;<Center 3u;; Type: Al Locati]n: TIGARD Folder: ROOF Date: 7/16/14 3:00 PM RedSpecTM by RedBuiItTM Designer: C.Tana _ n I,u, v7.0.18 Comment: • 24" Red-I65TM @ 32" o.c. This product meets or exceeds tni set Mesion .:untl ols for the application and loads listed DESIGN CONTROLS %Allow. Desk's/ Mow. DOL-Control Pass/Fall 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 Hush 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 U A — I 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: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-con-osive applications with normal temperatures and dry conditions of use,and must be Installed in accordance with local building code requirements and RedBullt"recommendations.The toads,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 RedBuiltTM associate. PRODUCT SUBS I1 i UTION VOIDS THIS ANALYSIS. RedBulltTM,RedSpecTM,Red-ITM,Red-I45TM,Red-I65TM,Red-I65TTM,Red-I90TM,Red-I90HTM,Red-1901STM,Red-LTM,Red-ITTM,Red-WTM,Red-STM,Red-MTM, Red-HTM,RedLamTM,FloorChoiceTM are trademarks of RedBuilt LLC,Boise ID,USA. Copyright®2010-2012 RedBuilt LLC.All rights reserved. Project. Red Rock Center 3ui: Type:Al-Snow Drift T .At9SPEC- LocutiJn: TICARD,Or_ Folder: ROOF Date: 7/16/14 3:41 PM RedSpec" by RedBuilt Designer: i2.Tana v7.0.18 Comment: 24" Red-I65TM @ 32" o.c. This product meets or exceecs tn' set riecign 'onti ols for the application and loads listed DESIGN CONTROLS %Allow. Dosign A.tow. DOL-Control Pass/Fail Shear(lb) 52% 1904 3680 115%-All Loads PASS Positive Moment(ft-ib) 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% 1.462 2.295 L/282 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(ib)(DOL%) 1354(115) 1181(115) Dead Reaction(ib) 551 551 Total Reaction(lb)(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 It s 34'-4.874" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 32" Snow Roof foist 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 RedBuiit recommendations. •Sloped length multiplier= 1.000.Bevel cut add=0.75". S:L.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 RedBuiit""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 RedBuiit" associate.PRODUCT SUBS I I i UTION VOIDS THIS ANALYSIS. RedBulltTM,RedSpecTMRed-ITM,Red-I45TM,Red-I65"`,Red-I65TTM,Red-I90"',Red-19011TM,Red-I90HSTM,Red-LTM,Red-LT'",Red-WTM,Red-STM,Red-MTM, Red-H"',RedLaTM,Fl,oorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright C)2010-2012 RedBuiit LLC.All rights reserved. ! SPE Pro;cct: Red Rock Center nter Bail Loc1: TIG ,CR Type:A3-DBL Folder: ROOF Date: 7/16/14 3:56 PM RedSpecTm by RedBuiltTM Designer: C,Tang I'` \• : ti v7.0.18 Comment: t DOUBLE 24" Red-I65TM @ 32" o.c• This product meets or exceeuc the set design c•)otr(ls for the application and loads listed DESIGN CONTROLS %Allow. Design AllJW. DOL-Control Pass/Fail Shear(Ib) 27% 2016 73b0 115%-All Loads PASS Positive Moment(ft-Ib) 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(1b)(DOM) 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 bi I 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:LSoid 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 SUBS I t I UTION VOIDS THIS ANALYSIS. RedBuilt'",RedSpec'",Red-I'",Red-I45'",Red-765",Red-I65TTM,Red-I90'",Red-I90H'",Red-I9OHS'",Red-I'",Red-LT",Red-W",Red-STM,Red-M'", Red-H"",RedLam",FloorChoice"'are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2012 RedBuilt LLC.All rights reserved. Praj Ke.,0Sr 'ty TIG Rocic'ARDOR Cente.8u;1 Location: Type: A4 Folder: ROOF Date: 7/16/14 3:33 PM RedSpec1" by RedBulltTM Desigrrer:.: 1--<edSPEC Project: Red Mock enter Buil LoCatiotType: A4-Uplift u TIG�4RD,G2 Folder: ROOF Date: 7/17/14 10:14 AM RedSpecTM by RedBuiftTM Designrrr C.Tang ( t'' ;. i" • v7.0.18 Comment 24" Red-I65TM @ 32" o.c. • This product meets or exceeds the set design ccntro!s for the application and loads listed DESIGN CONTROLS %Allow. Dr ern 'tllr`w. DOL-Control Pass/Fail Shear(Ib) 8% -427 5120 160%-All Loads PASS Positive Moment(R-Ib) 0% 42 12447 90%-Dead Load PASS Negative Moment(ft-Ib) 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(Ib) 5 5 Total Reaction(ib)(DOL%) 5(90) 5(90) Net Uplift Reaction(Ib)(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 St 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°k) -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:\ Sold Projects\08xxxx\0855xx\085548 Red Rock Center Building 8\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 RedBulit'" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltr",RedSpec"",Red-ITM,Red-I45",Red-I65TM,Red-I65T'",Red-I90'",Red-I90H",Red-I9OHSTM,Red-LTM,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. • 8 ALLOWABLE HOLES .______ ` edBUILT a Endlnrmmell Wood PRx)ucls • lhn ni n 4.4 ams 110' :Soule of dOOru Um0tele 17 M.' from ohiance 1 holo may for Irma rnblaA omit r.1.2.1blo4,Moet hist from rodeo • cul anMh t re In • sere,rolsla nem be 0r tried with - , •' _. web mosaic of I-JOIST INSTALLATION INFORMATION t `. Imo'Boob al lop or bottom. ; ..mamma may C; f . L r ATTENTION BUILDER [� ) •7 IH utpth Ell Or t I I,.u I."/ _ $ Enclosed is IMPORTANT information on how to safely and properly install RedBullt n Joists. — —__ t_�• --r • I 2 s D e; i---1 a 1,- x i o l I6 Do nab cut notes Personal Injury or death may result from failure to read and follow this Information. minimum i minimum - tel.Mon I.s !nppl'es to all for rectangular hales,1r WO as to all In Canlarnr Mies 0.Ce0 Is the longosl todtontaldoles except DO NOTtut.drat.or notch NudgesM belotrtsl oreortkm ,dnKaettnent kmretouu, 1 PRODUCT HANDLING Table A-End Support Toble B•Intermediate or Cantilever Support THIS NOT THIS Minimum 01'.111010 fora'.d0:of hole Minimum distance hem edge o1 hole to Inside — to Inside lace o1 neerost on<salmon lace of nearest Intermeolate or cantilever suRWn 2 i"'T-CL-1- 6" SU' 12" 14" 16' 18' 20• 2' -��+7 -5�-iij i 13• p 4• 6 fill u SIt I 2 I-14 ,16 119.20• 7A'�r�- 1 i! �' R and Nalc Sha _ __ _ r _r 1-L<t 1 59uare or RnclangW ane I Ida SU _ 1 I'- 'fix 1 Ist told nr HOl•sbo Joist 101st SV -- D els Soaks 12� 25 4' I De 1n Solos 1.2G�_5•j 4 L� I 8.5',I 9.6.110.5i e�t�Cr - 5 `,a 145'165 1'6'• 3{ Sb - 145/165 11.6-'60' Od . I . I -._ ?:T'{ r'Str O //// /;}y 190 2-0. 3 190 -3 0 G 6 B g I I -- „ .,l - 145'16 16_124.1610 5b' I - • I_ 145/165 10 2.0 Oe O' - 11'4 190:'1506 1,6" 30'i 5.43 -0' - IP/ 190/19011 2 0 1 46 ;7 6 100 1 - - Lift I-jolsts from underside only. DO NOT lift 1-Joist..by C N T I t:Joists in .. .I --- 190115 2,0" 4•0'113 6 I • 1 1 . 190115 (3 6 6_-a_"MO"' •• _ I 1 _ —._ DO NOT dump or drop from truck. top flange the flat orientation _.__-.. • ._y-. t' r _ ._ _ __ MO 1185 10 '2-0• 36 dt6' 6+6 - 1 - f4''/16G IS-0'10'131. f56 660 1 l 14 190/1009 1,0'!3.0• 5,0° 6,6" BO . 1 14' 190/1'001 1 0 3,6' 6 U 9 U'rtd-d 1 • - I90115 2.0- 4-0'10'-0'.9'-0' . . . . . . 19065 40'6'•6' 9-0 ire'i , ' 2 PRODUCT STORAGE 145/165 10":14' 3'0' 4'4• SfYl6:0'. . I-1145/165110.110' 20 WV"_6.6 :riga . 1 ' - -� THIS NOT THIS 2e• 190'190110':20' 4-0. 00"8 '6'.004f' - 16. 190/1901110' 14'.46 6-0 ,11-011F' - . 190115 2-0' 4-0•.•6.0 ;8'0' 100•: • - • I 190145 10' 6.0'•60 1161140 I . .__ r 10 Ifs 1-0 30' 2 0 d G' 4 G 60 90 - - 145;165 101-0 1 0 26 .5-0 .91011.1-1'0, ,ii1111...........: � 16 100 19011 20 10 6 -0` 7-0' 90096 - I - 1 • 18' 190,1'001 10 10'•74 50 '9-0 1261!-0� ; - \ ,j— = _ / 111wWWiiLW+000'YYY �����; 'I r ,1y 19095 2,0-'4-0'•60' 6•-lY10-0112 0•. - _10115—2.4.,56 50' /• I._ M J � 11 �'��'� _51_T 190140 .0 2'-0' 4U a U' 9'40^ 96' 11'8'.14-0" Y +__- IOU 29 N 1-0 110 34 6.. '110'1,11.141r,Lal - ��� (' I (� " CAUTION Store and handle _ N$ 166 10 ;1-0'120" 30'14-0150 :1-0 0d 145;166 1-0'j10 20 L9(1,"19011 re Le''2T 4'-0" 60 60 !11-0160 1 • 20° 19011190' 10. 1-0'11-0 36 7.0. 30404.6•Jg6' Wrap 15 Sl1{lpoly 1st anal -.. ---- TG 110'6,136118-0 1961 „y 1019 nve - I• • � -+ T 1Jd'- ,^„y�,_ when wet or Icy. orientation.Leave IGS_ r-0'ri0• 1 6 rc 3,6" e•..6 7-0'116' • 1Gr 1 0• 16 1 0 1 u• z o• 4 c ra loo _ \,•_� Joists banded together `�" 2T 190;17011 1'0' 1-0' 1,0" 3'-0" 6,0" 7,0" 9,0'9-0 32 6'1s'g' 22' 190;192j-1 1 U 11-0' 14 4.0.15 4 94 42-0 1611 - • Protect products from sun and water. until ready to Install. DO NOT store Hoists 19061 2 0 4 4 ' G-0" 8'-0' 94 i./1,121L13,13.;.10,0"', - 190115 1'O' 3'-0 :G o• -0 9 •'12,6-15,6•1.8'43.!22:-0.• • Use support blocks at 10'on-center to in the flat orientation 24 7.41. zn• _ , keep products out of mud and water, 166 1 U 1.6' 2 4 '3'4• 4 V 5-0 6 A lg4 165 1 1 1 1 0 1 6 3-0 4 6 6 0 re !1(11.0...117,6'' I 190'19011 10 l 1-0. 2-0 ',3'6' 50' 66 84 106;14-0X1'6' to 190/19011111. 30 46160 76190 11'.01401616 - a6 190115 2 0 14 0 1 6 0^ 7'4• 3 6 ,11.6'ITV 15 0 18-0 2R• 19095 1 6 412 6 6 910';116 114 0'10-0 20'-U 21 it • WARNING -_, - i .T • _- _. __._._ r�-•—,-r 1 1i ! — 14' Worllers should stay clear when cutting the banding to 28• I6.a 1,0' 20' 26 i 3'4'1 4-0 6-0•6".0'1 7----t- i----',11:741. 28, 165 1"0' 1,0'11.0 1 3 0 :4,6'it Ga' r•G I s c 116 154x' avoid possible Injury from flying banding or toppling joists. to 190/1914110''1.6' 26 '4-0"166 66.80 9'6';114114 6• to 190;1901116 '"3-0.146 60..7'619'-0" 11'4•]2{115'6"186' 37 190115 2.I13-0' 50 7-0" 6-0 10,CD 12-0.53'6.1160119.6- 32 190115 ,1-0 '4'I 46 7.0'.9'6.1124914'6117-0'119'4.121'-0" _-__ . .____ --� 1.._�..�.___ —_-. - -- - RedBullttm Rod-I'Product Sections Refer to plan for series and depth .1!< 2.00' 4'1", H .f .311 ' • 3C, General Notes How to use Tables A and B r,-,) .1,' • Talks ore 50,00 On rna.alum a9000914 undo.load,DoO/ICAk calls I.011alr 1. Determine the hole shape ltd sire.for Iectanga4r hetes usa the largest !Ir; i;r. ato 1 i 2110010.concentrated trod untold tsar 100,0100 hal not not boOOnrketcu,Ion dlmenud101 the re.tnngle.Saes goon in the table.Ire hole stied,not duct saes. ' WANT'.eatterare Ot ein11M mar Rodeo 611.•Mho.'relmct...re II 2. 0oternnre the Redd.MIM series 00ad depth 0Ontenlrus d Mad 15.1011 relleo0. 3. Determine the type of looped 00 each side of the holo.II the Rod-U'mist h LI / L'_. �" • for older hole Mani hoer beellens,ds bads,u.0 5 d9pec."software or contact rout continua..over o support,use both tide.Ute Table Alt me jdbstte•n00,0,suI 14/e145.• Rod 105" 094190" 0441900"" Il SO119" 9M0udl'"lechnkul leV nsentnlhe both suppaln. • Holes rimy be located eel0151 ntwhcre Cr the tab Irmo',,of web Indian on)at 4. f amino table meet the lntola.o,Ica of the Rc41'"jell,and Inc hole. For allowable holes and fasteners Information top and Maim of bei.DO NOT tut,OeI hedges. 5 The meason:momshown h lire nunan.uoa 01.1110 hum the nay,•of Jho hole to1:3 If you have questions or concerns: • nnoctoutt one Wcatea Ineeeb M maprosm ams 12'mermen they dorm tiled Ioh• lar mode late of me support. -S-I� please scan the QR code or use the link below Onell,nl. a M:.pe,00heldnlnwmflouvMlhLtrcnlmmbdnscoMds to access pagenumber3ofsprinklersystem Call your RedBuiltTM Representative directly, • Ou nal cut holes In Malo'.MilMulcIXrsunmg yew ndaum^mo resedntle•. 7. It IS porrlutilt.lelntomot.1 a botwecn/Me MVO shownn the talks. t•c, o installation guide or for general customer service call Rolf"Rd 141'•.90011.0'id490",Red 49011.",1300191S'",Reel-%Rna ll'•.RedW'r,1100 0'.Rd-M^,11111 tt'•.RMtnrn"R•OSoet'-..MO 9,16019'"aro Ithelenlatto of RodBu,R LLC herP L/www.redbuiitcom/lmaPes/docs/ReRuilr%205 1 in6lerX20Guide,pdf Rotou866 859-6757Sheet,1of_ 3 GENERAL INFORMATION Abbe foto) Dir f opro'ron W Vrnnlrt Unn—__ ^ 6 INSTALLATION BRACING AOR Moho.el Neco•d a Cenlonbe WARNING • All nails specified In framing package to be"common"nails unless rioted OfL eooblo ,; " ti. Without correctly Installed bracing,Joists can otherwise.Ise proper size nails to fill all Hall holes in bearing clips, CON o o Soca of ne,no °- bridging clips,bracing,etc. 1'O rta Others p- ';•-, buckle sideways or roll over,causing death, FOS ince of ince of Conn , Q_ serious personal Injury,or property damage. • Do not scale drawings:written dimensions take precedence. cc Carte.commcmr 0 LL Live Lund NOTICE LSL LnmMntcd Strand Lumber • Manufacturer's responsibility Is only for the design of the RedBullt'" LVL LienawdedWitmer/amber installation bracing and procedures,as well as OFA out n-APPwral the safetyof workers,aro the responsibility of the products and not for any supporting structure or loads other than ow Opemwoo/ru+xu by tidbits!). DO NOT walk on the Joists until p iY DO NOT stack building indicated herein.All materials shall be supplied by others,unless vv Mete.,n,blrood"dwmem all Joist bearings and bracing installer.the Installer should make sure that this materials on unsheathed specifically noted as"by RB"or"by RedBullt'""herein. Re Rodanpp_ have been permanently installation information is understood by all Joists.Stack only over persons involved in the Joist installation. attached.Injury may result. beams or walls. 4 WEB STIFFENER REQUIREMENTS • Web stiffener requirements vary IMPORTANT , 1.i„ip«,„entnbg aemootary 1.r based on Joist series and depth; sal odea that extend m am Jena oath ban sheathing 4' N there Is no mooed end wall it 51 I toes I],d nnnlnwtn! permanent fasten per plans and specifications N they aro always required at bearing temporary.um 8dt0113-a2hloan'nt12•0C. ^-- Load Transfer at ....renter for l«Us with i Web Stiffener Size and Material Concentrated on • Joists 20”in depth or greater. m nnnge, ♦ Fal anrudinamwiln WARNING ' a nna,darroriomtbwun l mewoaarmm� ,I See plan/detalis for requirements • All blocking,hangers,rim boards, IFbltge i ._....t alae flanges 'tach • bukng g d wmm Web sun `” we°sae Muted. 1 .,-;` Lo'+daspeci/ic to theJoists being used on lann,.¢Iro,imMs wxn3 o e and rim/olsts at the end.unpryrts I whw am•,.� v" I• mmnKanthis project. a `� j r'r �= or of the 1•;Ytt:must be comi'etcly la1' 2 she is the Ian lax g o Ak Il shpt ,� `� •' / oeum>onryr; 1 t 1n q I 1 1 rsi ,rsz ^y • i(web sdfleners aro required at 51ru1 Ynea oreragNred 1.0 11 / .��\i" .,. inslr+lled and ruoperly n•N.e.:: •r51 wearing...,whomm1t `` i • I•olst flanges must remain straight Construction v d ballethanger locations,they must be aro �y ,' r 1 g a 31 v• 2s4 net ntnerwne braced 11.1.19°85'"1 uta require 1.1151. a se m2 blotting p Po„ attached before placing joist in �, u �? !�^ wltf.ln] "Gam true alfgnmer.:. ce.,ekv r brnung may be /a -"-------"' -- (. kw real hanger. :r'`• ' ;yn' • Sheathlop Must be completely ' w-,o to„grru.n(aa dopa. aYa•rtN.see Mon. .+i: �1 �, i ,„.,..,2)-. i I Nailing Quantities for Web Stiffener Attachment on.Sbeadngwmior other conconbmed Cede of.anther.must to '. `f. ii p,es v aattached at/oa o each s i;lolstan be Yefrrplacee _._.-----.--_.—._—__— —�-_ ._ bud above(a'ea.dmg 1.5001°).Soo mmaaay alaband now `.''' neap,^• Inc, Lb-19u'"6 Web Stiffeners .Iran,damns lonpnalnc raymremcnn blocking,Mooing ornmlant ^ 1 1 Nish Red l6•nvast�— nikg00Ns Miss, ;.' the system. Ncd 1908 Joists al Concentrated .•� rw 9d lo.il Y.') Moist - __ Web state.both n•mew Hoistblockingpanellorlpbonuamredmracn _ . n annum -r.I1. • Witke'JLb•.,ting bucklingSldnwpvs Depth as(2 1'rielb 9112':'I Naas 93413'q'i Na1h lea 13 a I Neio Loads Within ( b•right apelmt lop flange alio of yres,f«lateral am burly and b hamlet Erni or end or End 01 the Joist Span Attach MOM Pm conn. well Nod above tae omits/to beatingwal boron. .1..!1 fMet anacnmenl For r;Mc ti hangtw, or I Jilover Is highly probabl,unit• hemmed.,+edbIn Mtettncdmto FI I I .'..". m!«median• see pian/dniI b,speadk application.. Waco with a minimum ofcc,_d.i.,)col ilght construction loads linea y --_ 3 nn N/A NA NA odenaotInchmem.Mmm..105(3'• ulsat t 120(31-)btRmdsc.wlllist 'D worker Sr stacked sheathing. _. .�k� RI g Panel.When flanges aad104(v;(3'1') _._ — 17 J -__-_ 7 J__. 3 d �l i" plodo�M�'xdeal enslrir on.+lto lrrnirtlr pletewlm Int ktOngc,M.dn:alnl ��11 ID'S _34'• J 5 3 J J/�� tiap'l�mnimum connote.m squire!.to etwmlang nollamadue _ akt•m.to minimize+Milting 15'-_ 3 ...__ 6 4 ....-4 ._. 0 t+ (;"4"..I' .I 2!i nloaimum I--- i0' 3 ___?__ 4,_...1. _.. B_ _.: �: ) ' 7 STANDARD INSTALLATION DETAILS • 2D' a 9 • _ - 51�______-- _22^ NA 9 5 11 10 [ a 4.},': .i 1'�muimum 1 1 slotted1 c,clip by_,.,—_.�_—._,-„_-�_.. +gy,j 1 do stoned moa cup by 2d"y_-- NiA ib 6 I3 12 ' -r( --'-`.f (. P. ethers been Stec of nr spa r gof cnpea anal par EOR auuraww.a4Wdr 'L. •. •. / 26' N;A 11 7 'T 14 _•_v SA _ wait ill `� S°Ilii f i nllnlmum // °e l,pl naN Glp to wnlNl ___ _ —_ OO Hol nnN sari 14 _ //,:,1, __ rs nu a Imam • Nanbaa beating -�!• /� it -29' I N/A 12 8 15 34 mu t n1.tight eRl WIN I 2 i m` /� Distance% -_ 30' 7- N,�A 13 B 17 38 - wont Whom Snug fol // / a� -Non4opi Dwnng Mango _ Pvlllbn waN Una R f l;nne,fb petition Han I , 32.7- WA ---_ N/A ��9 iR .-- is 1'.r m mum! �..Z?- '-son X• sono X __ _ — -- _—y Web Stiffeners at Bearing Points i l _b'z r ,.' azo• /''( / syso 2 20.40 i /-I -�. I j tool te gbl oln¢n -gored 4 40.60• 2 i• N FLANGE AND BEAM NAILING All r t I lac with — -- — Nailing of lana(3) n aha Recommended Attachm0nt for Distance•x- -' Cbacat OnOenfol Si do Por now' Distance of Mochamum,vont (gapbetr.uan 6---- between nim a•lonll Hoist bbchbgi Non-load Bearing Partlgons wallajoist/ Noll NN' Nailing pattern to be per contract drawings 19. s. Wolof Fango).' no LV Nohow Face -_ --- ._.-.-- -_..-..- — Hoist°"° -Fronting ° Na.nails and specifications.In addition,nall spacing _Ls., wFOR, citeario ne . ,11z Suspended shalcomply with the criteria listed. ”*'_ L]i k-11_, r - _]—_,. g�0 23?lifer by (It 105 homing I ;! nnaa„ d. m m Prior' .mem ' Notes __.]w _]t¢ 3. ' _ +-• t . ler4epmmm.) shown,nthe _L 1 J_Ito rluen IMPORTANTrthans San•,-,'' 2• i. gap mm ♦. Neil nm150Onslmo construction - '1.— •--1 Nadingtloserthenspeclfled 2d r 4.r. coned ml«nyouan(s0• documents A ]41. ] z1.«41.aMplwr, by may cause the flange to spilt tJb,)j ;' y+ mem„«wllnha0tl(0 7 Imes mrexnani2';Inpnl rel Nal Chnn 440). (0,10lsfeach 1Ck .119•.3). ]' "" _ Motnero nlw.heA led Mlles Roo Doer Neils' 000/.refertoRing nails' filler.locale supper, Lead Franmg Nails loam.list--J talon«nailing chart'« Top of Flange `-___ rowem,benal0cauy ave s-IW'iS `z” wicked reading /\ 1115 nwr¢Inar runs nus+p dna,rows Cl•I lead'' NA equped. 4•L••(si -?._..-_ I ,'� MMnIN minimum edge int &L-lMlJri • n _ Fpiel by otnars ill Sheathing must to nnipd to to 1IIIngth of the top lacompetition) T- (:1.P mm ..'��l®®®yyy""" ,tinge en me l jou wane mammon)nodmatinga bllmni Nol.'Ufe:Nsd<Inlla,loatll re.aedhg 2S01bs.Pel 116n 13 i _ _ _ _ t(, 19'CIC N,!Joist an hoop Nth I Mon 2'. Itont A 250 lb.load can be supported on each sk; SW Ido-1 3 • Nage 'filler • of the Soars Whom flange at 5,0'en cooler. 610.!(3:1 5 per 24.OC Io,Ipet 'ion flange widths RMI Mon7. Idea the Mad Is in deign loads 'i gap min ails.section s I.,' l i1Sgauge+ioll•rmny be a nnrtanb01t00 54112)i')nada do provided •FVer eta hall be l6d el of than IjI i Globes! nen..Medettabon tit 1'into the bongo.•n mamtnln•d. 5uppmt Defeil for loads 124 common ro.ttg•n.34.•longi Seaton A A • .wane, I11 Mlolm«^'forted mutt be s'1«4rv,„ol nAa. Supported from Hoist P Framing 1 �b OF 3 (S)Sooting miry betwisted tocIN/IVO 1oenuuauwtdoes not ewoedte:. QpSus endedfrom _to.;t,rtl:i ri:11 1ic.;_i_}.,11.:t(.... rf If... MO ',Lull/ I r"----fT3tinTOT"VC ..ialuaD spoN paN I (I till :S31:11c1X3 1 1 yri q.:43aP41tve4 a Iran t analA.,..117.tiON .1,,,..d P.M rx....tua>.......,.. I 17MEle4 / lj •,>, oWark,112,s, 46„,.. 1,,...,—.„le-en eal eeJet,t4.04.1 pa.'wet,moo r to revi 1:4,,10,6 g I,1.00,,nel.1.6,11111.1 pp*erg...um,eve belniconcl I rcb.14,12,,h-rt, ! ,,,,,21i 5,1Nlen ,......117 C•01 40.10.013 .. 400,111P000 1 ' D••' r,t.c•ry+4,PII I,0Ød*o ,.,1943.1,41.,0,11. V34.4..00 j t4093U0 ,A ,,,.,„,...,u.some liP.110.1,Kui.41•00.1,...0.1X,leeeeettt 1 t.,e teet:e.e.Jett,O eler,..0)ufes• eli,11V......4...e......4 7 4 ,......,.4 40)3 et eateett tall P.••)*IDVI•PC1 pat re,...11,&it P,101.41,102.14 411....X4.1.,t0);.res..4 IA.emefueefieo e•MAat • ' - 10809 .70 ... ......3 161.44)AMP NI.K.,•gni...4.G.r.0.11•11.3 ,A, ...c.:) ...1.43,0.71 noofily an .10!I 1.01.1.60Ii ON ND t :trtt MON •C- o., se?. :,111inir314413-101/FL] _ StkOlt/NeateahtitO )?Ii(bill, M31A3E111,1.11Vians , .. sr,i7riTiffir Mallifanall . .. IM • ' _..,1,0 1.1V:=Li...I lf...)'(,;21 -7 .-.....-.-.................. , .,,. -,,-,- -,...4;cil-,44, • i''' . ...._... ii,1,'i) p! ti toll IC el"JA r il 1,7,111--T-11111 -,,„J) ,), ,.) 'T"r'r-1-1-fil't'1---,-- i-ri- C.... t,t,„,, (.:-.J.1.. \. 1 , ,..:11.0m ..C.I2- '111.111/it ) c1 I 1 I (:') • ,. nR,A-gri-i7:4,a,..c..-P;it5i.I • V . ........, ... I: . to pv ,..Ty 7 4,01:V I OW ry i (; '.. _, , • ,,, v r.e,. , • I kr: i I I ' . ' I j,: -\ H id . .„ , . .. ,i i.,_,..,.11.-F-i_T.T77.1.7..2 ] *—' l ' 1 i H-4.#1 1 \\ i c ,.,.......2‘(..7.1 -- -€.,, -1 - , ..„ .i. . . , 6;) . . 0•,- ... . 0 - ••,,) •--- ,...,. _ C 1:1 (.0;.,y 1: • , • , I. N.,1 V I. ,c-,• i:rii Ili' 1)12) 4.1 1 V ' • , • , (":,' A _0 i (F) i . .„ .. L_:::,.__.:. , . DRItIvOl'lifT4iIi(rGii ' S k il4 ==) Il I LI II - t I 1 IIIt I I 1 0 1 ,,.,,_, 1 ,_ I_ LI oir" ' -irli-ti'l .-i.. :1.1.,[_11. .1.',1\.,1.1_ ,I___ . , tu s--1 cz.) ( ) , . . H. 1 , ...., s-.1 .0,2(,--) "0,-0•4,..:b • • 10 • , 36.Zi ei.iat.?trilitire te-..t Tit., t • i t .. : , .. t';,-,Onr,.7;.1TaX1.0:5-fi't1,77-1T1 ' , • ' -611.-1,31-1--f-',LL.:.;1.T.LWF-1\71Tillf1119 . . . , • . . .191UPD (:)?,3 paN 410E,, 14,1 :S91d1cTiq ..P.faaa iaah1 Pa0aAakra 27inap9 j4>..........0 • ..,,, ..,,,,„ -,,,, NOD3H0 k fe A *0*\*41‘ NIN I W909 ,47 I. 0%4 N I \.c, 6:1,YOUd 60 ,,''..' , ';',',,,,:,..•:,,...-7,!'',','?.;:.',. ....';‘,-;,:.'..!,..., '77'. '....;:.';.:..':.:,,,Y,..'f.' • 110°)Ite ----- pta -- ------).13 i t'l Allit()C3 Miff i all'VIM fitS;NII 11,M11.1304t1S,-..;iattnr.1 I V,',:irrt a,a ii VC.1.0.44".0110 pa'raga,.411)ad 1,,,44 1 I ,NA:4..0o.4.0.0.404100 X)er6.10i*IPIA 1.4,444..,4.1 i ' ; -otn, ,-N.,,..•,..4, 6,,.,,,,,,,,,„4...::...L...•,,,,,,,,...„,..1 _t;......4......6...3{h a h a.,le.462.10.249.1 SONIC ,,,,,4.04.0 it,14.0.00 6441Xi NI 405 404440...,, if Iii I/ 1'..niti Xii Ai,,i,Si',NCO till 5,4 Imp.*54+4,,,444,40.4'i yp 4,...4**100,4141.07.1r*Cr+t,.*-4.$4n..,,rx-.,-0,.....• 1^r^."`.,0.0..4.40$..;•0 b KIN 5,4.4.,at CinraMcc,I 1 SPfliMit)034fifilY in 0 kVill 90014 if.st, I iv t ,Xig4t04.33,1.30ais ri_;;;;; cum rtAco.or,4 r.:±; iL M31A3ki-1-1l.Jawans i , ::7-1,'..„. '2'..• ,,;'.,•.',"•Y%;',...-.;,' , .:-..'......-: • .ci i 1 .., ...-. / It 1 , . I I ;\I pilt`.1c1.1 i,:,',to 9 It' lid Ol I .... • , • • • •