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Specifications , . \.),•'23. 'evc\c-0.-?>(.1ls, C..-k..., Client: Date: 4/30/2018 RECEIVED Page 1 of 5 EWP Studio ESimpson Strong-Tie® : gner. Component SolutlonsTM Project Address: DesiEric Duncan Job Name c,alcs Project# MAY 1 7 2018 J1 RFPI 40 14.000" - PASSED Level:UPPER CITY OF TIGARD BUILDING DIVISION dull . I I I I I : t111111I 111111111:111 1 , 12" c=i / I1 D.Fir 2 Hanger(TFL2314) l104" 1 10 " 208" 4 /2 5/16" ' 208" Member Information Reactions UNPATTERNED lb(Uplift) Type- Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method. ASD 1 554 166 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 548 164 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l- Importance: Normal FloorPlywood Nailed and Glued Temperature: Temp<=100°F Ceiling- Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 12 PSF 1-D.Fir 3.500" 49% 166/554 721 L D+L 2- 2.000" 57% 164/548 712 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 3583 ft-lb 104 3/4" 5785 ft-lb 0.619(62%)D+L L Shear 705 lb 2 3/4" 1770 lb 0.398(40%)D+L L LL Defl inch 0.351(L/695) 104 13/16" 0.508(U480) 0.690(69%) L L TL Defl inch 0.456(IJ535) 104 13/16 0.678(L/360) 0.670(67%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const. 1.25 Comments 1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes chent,caio 5 Prov,de lateral ovpport at bearerg points avoid Manufacturer Info Pacific Lumber&Truss Co. Calculated Structured Designs is responsible only of the Handling&Installation t0flan Shown Roseburg Forest Products 10515 SW Allen Blvd.,Oregon efretral adeqacy of th,o 000rporrent based° i.ijw flanges nrst rat be cat or drilled pont load beannu lengOhv 3.5 rches 4500 Riddle By-pass Rd 97005 503-858-9663 (541)784-4005 www.roseburg.com Lumber APA:PR-L259,ICC-ES ESR-1251 Pacifi \ umber EWP Studio Version 18.12.038 Powered by iStructTm Et= == .., Client: Date: 4/30/2018 Page 2015 EWP Studio E , ,, Simpson Strong-Ties Component SolutlonsTM Project: Address: Designer: Eric Duncan Job Name: talcs Project#: J2 RFPI 40 14.000" - PASSED Level:MAIN , , -,,.. III; iiimitilir 1 11lifi ' li ,iii IT . I i, , Ir II/11111 1111'111111: i ' ' '' 111 1 i ' -iirniii 1 1 li 1 ' 1 I 12" 1 D.Fir 2 SPF 3 D.Fir 116 1/4" .1 182" 298 1/4" 2 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 19.2 o.c. Design Method: ASD 1 216 65 0 0 0 Moisture Condition: Dry ' Building Code: IBC/IRC 2015 2 1200 360 0 0 0 Deflection LL: 480 Load Sharing: No 3 484 145 0 0 0 Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l- ImportanceNormal FloorPlywood Nailed : and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 12 PSF 1-D.Fir 5.500" 27% 64/349 413(-46) L_ D+L 2-SPF 3.500" 63% 361/1203 1564 LL D+L Analysis Results 3-D.Fir 2.750" 48% 145/503 648 _L D+L Analysis Actual Location Allowed Capacity Comb. Case ..._ Neg Moment -2424 ft-lb 116 1/4" 5785 ft-lb 0.419(42%) D+L LL Pos Moment 2415 ft-lb 2110 13/16" 5785 ft-lb 0.417(42%) D+L _L Shear 883 lb 116 1/4" 1770 lb 0.499(50%)D+L LL LL Defl inch 0.184(U1177) 21'3/8" 0.450(U480) 0.410(41%)L _L TL Defl inch 0.233(U926) 21'13/16" 0.600(U360) 0.390(39%)D+L _L Design Notes 1 Tie-down connection required at bearing 1 for uplift 46 lb(Combination D+L,Load Case_L). ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes vherncais 5 Provide lateral support at bearing points to avoid Manufacturer Info Pacific Lumber&Truss Co. lateral displacement and rotabon Calculated Structured Designs is responsible only of the Handling&Installation 6 Web stiffeners for point load as shown Minimum Roseburg Forest Products 10515 SW Allen Blvd.,Oregon structural adequacy of the component based on the 1 !Jest flanges must not be cut or drilled point load beanng length>.3.5 inches 4500 Riddle By-pass Rd 97005 design criteria ond load, chow,. it is the 2.Refer to latest copy of the IJoist product information 7.For flat roofs provide proper drpicppe to prevent Riddle,OR 97469 503-858-9663 responsibility of the customer wok,the contractor to details for framing details stiffener tables,web hole bonding ensure the component suitability of the intended chart,bndgmg details,mule-ply fastening details and (541)784-4005 applicabon,and to verify the dimensions and loads handlingerecton details www.roseburg.com Lumber 3.Damaged!Joists must not be usedlaterally restrained APA:PR-L259,ICC-ES ESR-1251 paciry umber 4 Design assumes top flange to be 2 Moist not to be treated with fire retardant or corrosive bY etethed ehe'thl"'"'Pe'"d In'ng'neer'ng & TRUSS "'"" notes EWP Studio Version 18.12.038 Powered by iStructro =3 =CI EWP Studio Client: Date: 4/30/2018 Page 3 of 5 Simpson Strong Ties Project: Designer: Enc Duncan Component SolutionsTM Address: Job Name: calcs Project#: J1 RFPI 40 14.000" - PASSED Level:MAIN i,°flilli : 1 o = o I 1'2" /1 D.Fir 2 D.Fir 3 D.Fir 11'7 1/4" 10'6 3/4" 1 10'6 1/4" / 11'7 1/4" 21'1" 42 5/16" 32'8 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 19.2"o.c. Design Method: ASD 1 164 49 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1366 410 0 0 0 Deflection LL: 480 Load Sharing: No 3 562 169 0 0 0 Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l- Importance: Normal FloorPlywood Nailed Temperature: Temp<=100°F and Glued Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 12 PSF 1-D.Fir 5.500" 26% 48/354 403 L_ D+L (-119) Analysis Results 2-D.Fir 5.500" 65% 411/1370 1781 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-D.Fir 2.750" 55% 168/577 745 _L D+L Neg Moment -3247 ft-lb 11'7 1/4" 5785 ft-lb 0.561(56%) D+L LL Pos Moment 3210 ft-lb 23'8 7/8" 5785 ft-lb 0.555(55%)D+L _L Shear 1025 lb 117 1/4" 1770 lb 0.579(58%) D+L LL LL Defl inch 0.310(0811) 228 13/16" 0.523(U480) 0.590(59%) L _L TL Defl inch 0.396(U634) 22'9 1/4" 0.697(U360) 0.570(57%) D+L _L Design Notes 1 Tie-down connection required at bearing 1 for uplift 119 lb(Combination D+L,Load Case_L). ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes chemicals S Provide lateral support at bearing points to avoid Manufacturer Info Pacific Lumber&Truss Co. Calculated structured Designs is responsible only of the Handling&Installation lateral tiiferorsfortpo notation RoseburgForest Products 10515 SW Allen Blvd.,Oregon structural adequacy of this component based on thefi.Web stiffeners be bearing for ngint 3.5ad as shown Minimum 97005 design criteria and loadings shown. It Is the 1.Refert tolatest flanges t copyust oft thee !J istr product Fpor load roofs provide h proper inches 4500 Riddle By-pass Rd 503-8 bili f the customer and/or the contractor to 2.Refer to latest copy of the!Joist product Information 7.For fiat roofs provide drainage to prevent Riddle,OR 97469 503-858-9663 e responsibility o chards for framing details,stiffenerfastening tables,wap hold ponding ensure the component sui[ablty of the intended chart,bridgingtletals multiply/ t -gdetails andel,Plicati (541)784-4005 enverify edimensions and loatls. handling/erection meta is le toLumber :PR-L259,ICC-ES:ESR-1251 1.Dry service conditions,unless noted otherwise 4.Design mss thin flange to b laterallyrestrained 2.IJoist not to be treated with fire retardant or corrosive by attached sheathing or as specified in engineering 8a TRUSS c o M p p wr notes. EWP Studio Version 18.12.038 Powered by iStructme EWP Studio Client: Date: 4/30/2018 Page 4 of 5 Project: Designer: Enc Duncan ,E Simpson Strong-Tie® Component SolutionsTM Address: Job Name: talcs Project it: B7 Rosboro Big Beam DF 3.500" X 14.000" - PASSED Level:MAIN 4 5 2 3 --] I 1 — .. le BEAM OF r 3,.A,.3 DEM DF LKAM DF 1'2" 0 0 1 D.Fir 2 D.Fir 16'5" y3 1/2" 16'5" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 985 1273 410 0 0 Deflection LL: 480 Building Code: IBC/IRC 2015 2 985 1190 410 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal Wet Use: No Temperature: Temp<=100°F Deck: Not Checked General Load - . Floor Live: 40 PSF Bearings Dead: 12 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -D.Fir 5.500" 19% 1273/1047 2320 L D+0.75(L+S) 2-D.Fir 5.500" 19% 1190/1047 2237 L D+0.75(L+S) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 6556 ft-lb 8'1 1/8" 28583 ft-lb 0.229(23%) D+L L Unbraced 6556 ft-lb 8'1 1/8" 28583 ft-lb 0.229(23%) D+L L Shear 1625 lb 1'6 3/4" 8657 lb 0.188(19%)D+L L LL Defl inch 0.102(U1843) 8'2 9/16" 0.391(L/480) 0.260(26%)0.75(L+S) L TL Defl inch 0.181(L/1036) 8'2 3/16" 0.781(U240) 0.230(23%)D+0.75(L+S)L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top must be continuously braced. 3 Bottom must have sheathing attached or be continuously braced. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-8-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 1-4-0 Top 2 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 2-0-0 Top 17 PSF 0 PSF 25 PSF 0 PSF 0 PSF 4 Part.Uniform 0-0-0 to 3-4-8 Top 216 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Part.Uniform 13-7-8 to 16-5-0 Top 216 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 12 PLF Manufacturer Info Pacific Lumber&Truss Co. Rosboro 10515 SW Allen Blvd.,Oregon Springfield,OR 97477 97005 (877)457-4139 503-858-9663 www.rosboro.com APA.PR-L251 Pacfi umber & TRUSS EWP Studio Version 18.12.038 Powered by iStructT" s.,,.-Th EWP Studio Client: Date: 4/30/2018 Page 5 of 5 Simpson Strong Tie® Project: Designer Eric Duncan Component SolutlonsTM Address: Job Name: calcs Project#: B5 1.5E Rigidlam LVL 1.750" X 14.000" - PASSED Level:MAIN 5 4 3 — 2 " - 1 / 1'2" . „ , ' ' / 11 6 / 1 Hanger(HDQ17112IF) 2 Hanger(HDQ17112IF) 3'5 1/2" 1 3/4" 3'5 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 1 Design Method: ASD 1 657 831 367 450 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 657 831 367 450 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 12 PSF 1- 3.000" 60% 831/971 1802 L D+0.75(0.6W Hanger +L+S) Analysis Results 2- 3.000" 60% 831/971 1802 L D+0.75(0.6W Analysis Actual Location Allowed Capacity Comb. Case Hanger +L+S) Moment 1023 ft-lb 1'8 3/4" 10514 ft-lb 0.097(10%)D+L L Unbraced 1023 ft-lb 1'8 3/4" 10514 ft-lb 0.097(10%) D+L L Shear 323 lb 2'1 1/4" 3593 lb 0.090(9%) D+L L LL Defl inch 0.002 1'8 3/4" 0.077(L/480) 0.020(2%) 0.75(0.6W+L L (U19454) +S) TL Defl inch 0.004 1'8 3/4" 0.154(U240) 0.020(2%) D+0.75 L (L/10481) (0.6W+L+S) Design Notes 1 Fill all hanger nailing holes. 2 Girders are designed to be supported on the bottom edge only. 3 Top must be continuously braced. 4 Bottom must have sheathing attached or be continuously braced. ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 8-6-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 8-6-0 Top 17 PSF 0 PSF 25 PSF 0 PSF 0 PSF 4 Uniform Top 216 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Uniform Top 0 PLF 0 PLF 0 PLF 260 PLF 0 PLF Self Weight 6 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Pacific Lumber&Truss Co. Calculated Structured Designs is responsible only of the Handling&Installation ponding Roseburg Forest Products 10515 SW Allen Blvd.,Oregon structural adequacy of this component based on the t.LVL beams must not be cut or drilled 4500 Riddle By-pass Rd 97005 design criteria and loadings shown. It Is the 2.Refer to manufacturer's product Information responsibility of the customer andior the contractor to Riddle,OR 97469 503-858-9663 intended a regarding prodetailato beam strength lateral) and loose w'ww.(541)784-4005 seburg ensure component suitability installation bean regvol requirements, ensu the ent of thegvalues application,and to verity the dimensions and loads. approvals www.roseburg.com p Lumber 3.Damaged seams must net be used APA:PR-L289,PR-L270,ICC-ES: Y� u mbar t.Dry service conmaons,unless noted otherwise sn assumes p edge is y restrained 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at bearing points to avoid ESR-1210 - -COMPANY lateral displacement and ro aao & TRUSS EWP Studio Version 18.12.038 Powered by iStructT° m