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Specifications (38) 'MT -O\ - 00 1.5 CS Beam 2018.1.0.10 I-IUTTIG#804026 4-16-18, -l' ✓ S VQ 1$(\-e:1 St kmBeamEngme 2018.1.0.1 Materials Database 1566 1:36pm 1 of 1 • Member Data Description:UPPER FLOOR Member Type:Joist Application:Floor • i'''''' '''"---$ h • (J1)JOIST Top Lateral Bracing:Continuous , a"! A t 1Virzil Bottom Lateral Bracing:Continuous Y. _• Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total A[,p ?0;3 Dead Load: 15 PSF Deck Connection:Glued&Nailed Fy f t ,d c Filename:804026-UPPER Joist Design Includes CCMC Vibration Check d (r s z-- Subfloors 23/32"OSB r E .s`P 1 t T Ceiling: 1/2"gypsum Blocking:(See Requirements Below) ,i_ t "g %�� 4-.A • � ! T / T li , 14 2 8 /® 6 4 0 18 11 0 ®, 3958 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 3.500" 1.500" 448# -- 2 14'2.500" Wall SPF Plate(425psi) 3.500" 3.500" 941# -3# 3 20'6.500" Wall SPF Plate(425psi) 3.500" 3.500" 1431# -- 4 39' 5.500" Wall SPF Plate(425psi) 3.500" 1.500" 562# -- • Maximum Load Case Reactions Used for apq„ng point loads(or line bads)to carving members Live Dead 1 327#(246pR) 121#(91 pM) 2 778#(584pif) 163#(122p/f) 3 1087#(815p1f) 344#(258pif) 4 410#(307pif) 153#(114p1f) . Design spans 13'11.875" 6'4.000" 18' 8.375" • Product: 11 7/8" LPI-20 Plus 16.0"O.C. PASSES DESIGN CHECKS • Blocking:Blocking @ midspan between Bearing#3 and Bearing#4 • Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2155'8 375530 57% 31.76' Odd Spans D+L Negative Moment 2479.'# 3755.'# 66% 20.54' Adjacent 2 D+L Shear 818.# 1485.8 55% 20.54' Adjacent 2 D+L End Reaction 562.# 1122.8 50% 39.46' Odd Spans D+L • Int.Reaction 1431.# 2330.# 61% 20.54' Adjacent 2 D+L TL Deflection 0.3488" 0.6233" L/643 30.83' Odd Spans D+L ' LL Deflection 0.2554" 0.3740" L/878 30.83' Odd Spans L Vibration 0.0222" 0.0338" 66% Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% • " All product names are trademarks of their respective owners Huttig Building Products-CL This calc comforms to ORS2005, Copydght(C)2018 by Simpson Shong.Tie Company lnc.ALL RIGHTS RESERVED. NDS2001 and 20050R5 C. "Passing is defined as when the member.floor joist,beam or girder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on . this sheet.The design must be reviewed bya qualified designer or design professional as required for approval.TMs design assumes product lsallatlon according to the • manufacturers speclficetions. _ _ , 1 Cs Beam 2018.1.0.10 HUTTIG#804026 4-16-18 ImrBeamE gtrtc 2018.1.0.1 Materials Database 1566 1:31pm 1 of 1 Member Data Description:UPPER FLOOR Member Type:Joist Application:Floor Top Lateral Bracing:Continuous • Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total • Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:Beam3 Joist Design Includes CCMC Vibration Check Subfloor.23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) • • / 21 74 21 7 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 3.500" 1.500" 586# -- 2 21'7.250" Wall SPF Plate(425psi) 2.000" 1.500" 586# -- Maximum Load Case Reactions Used for applying point loads or line loads)to carrying members Live Dead 1 426#(426p1f) 160#(160p1f) 2 426#(426p1f) 160#(160plt) Design spans 21' 3.500" Product: 11 7/8"LPI-56 12.0"O.C. PASSES DESIGN CHECKS Blocking:(None) Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. • Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3117.'# 10170'# 30% 10.86' Total Load D+L Shear 586.# 2055.# 28% 0' Total Load D+L End Reaction 586.# 1219.# 48% 21.6' Total Load D+L TL Deflection 0.4031" 0.7097" L/633 10.86' Total Load D+L LL Deflection 0.2932" 0.4258" L/871 10.86' Total Load L Vibration 0.0270" 0.0311" 87% Control: Vibration DOLs: Live=100% Snow=115% Roof=125% Wind=160% • • All product names are trademarks of their respective owners Huttig Building Products-CL This calc comforms to ORS2005, Copyaght(0)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. NDS2001 and 2005ORSC. "Passing is defined as when the member.floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed bya qualified designer or design professional as required for approval.This design assumes product Installation according to the manufacturers specifications. CS Beau 2018.1.0.10 HUTTIG#804026 4-16-18- kmBea E Igme 2510.1.01 Materials Database 1566 1:38pm . loft Member Data Description:UPPER FLOOR Member Type:Joist Application:Floor (J3)JOIST Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total Dead Load: 15 PSF Deck Connection:Glued&Nailed • Filename:804026-UPPER Joist Design Includes CCMC Vibration Check Subfloors 23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) • 14 3 8 6 3 0 2068 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 3.500" 1.500" 424# -- 2 14' 3.500" Wall SPF Plate(425psi) 3.500" 3.500" 1061# -- 3 20'6.500" Wall SPF Plate(425psi) 2.000" 1.500" 153# -147# Maximum Load Case Reactions Used fa applying point loads(or line loads)In carrying members Live Dead 1 310#(233plf) 114#(860) 2 772#(5790) 2891l(217p8) . 3 152#(114p1f) 1#(1p1f) • Design spans 14' 0.875" 6' 1.875" Product: 11 7/8"LPI-18 16.0"O.C. PASSES DESIGN CHECKS • Blocking:(None) Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1226.'# 3100.W 39% 5.85' Odd Spans D+L Negative Moment 1369.'# 3100.'# 44% 14.29' Total Load D+L Shear 613.# 1335.# 45% 14.28' Total Load D+L End Reaction 424.# 1006.# 42% 0' Odd Spans D+L Int.Reaction 1061.# 2095.# 50% 14.29' Total Load D+L TL Deflection 0.1456" 0.4691" L/999+ 6.55' Odd Spans D+L LL Deflection 0.1076" 0.2815" L/999+ 6.55' Odd Spans L Vibration 0.0190" 0.0484" 39% Control: Max Int.React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of theirrespearoe owners Huttig Building Products-CL This calc comforms to ORS2005, CopC)2016 by Simpson Strong-Tie Companylnc.ALL RIGHTS RESERVED. NDS2001 and 2005ORS C. "'Passing is defined as when the member,floor joist,beam or gine,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be rsviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. Cs Beam 2018.1.0.10 HUTTIG#804026 4-16-18 kmBeamFatghte 2018.1.0.1 Materials Database 1566 1:36pm loft Member Data • Description:UPPER FLOOR Member Type:Joist Application:Floor • (J4)JOIST Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:804026-UPPER Joist Design Includes CCMC Vibration Check Subfloors 23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) 5" 1811 0 18 11 0 Bearings and Reactions Input Min Gravity Gravity • Location Type Material Length Required Reaction Uplift • 1 0'0.000" Wall SPF Plate(425psi) 2.000" 1.500" 682# -- 2 18.11.00V Wall SPF Plate(425psi) 3.500" 1.500" 682# -- Maximum Load Case Reactions Used for applying point loads on line loads)to canying members Live Dead 1 496#(372plf) 186#(140plf) • 2 496#(372p1f) 186#(140p1f) Design spans 18' 7.250" Product: 11 7/8"LPI-56 16.0"O.C. PASSES DESIGN CHECKS Blocking:Blocking @ midspan between Bearing#1 and Bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3173W 10170.' 31% 9.4' Total Load D+L Shear 682.9 2055.9 33% 0' Total Load D+L End Reaction 682.9 1219.9 55% 0' Total Load D+L TL Deflection 0.3192" 0.6201" L/699 9.4' Total Load D+L LL Deflection 0.2322" 0.3721" L/961 9.4' Total Load L Vibration 0.0201" 0.0338" 59% Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners Huttig Building Products-CL This calc comforms to ORS2005, Copyright(C)2016 by Simpson Strong-Tie Companylnc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC. "Passing is defined as when the member,floor joist,beam orgirdet shown on this drawing meets applicable design criteria for Loads,Loading Conditions.and Spans listed on this sheet.The design must be reviewed bya qualified designer or design professional as required forappnrval.Ibis design assumes product installation according to the manufacturers speciflcatlons. CS Beam 2018.1.010 HUTTIG#804026 4-16-18 IonBeamUaginc 2018.1.0.1 m 1:37 Materials Database 1866 P loft Member Data Description:UPPER FLOOR Member Type:Joist Application:Floor (J5)JOIST Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:804026-UPPER Joist Design Includes CCMC Vibration Check Subtloor:23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) 16 0 0 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 2.000" 1.500" 581# -- 2 16'0.000" Wall SPF Plate(425psi) 1.750" 1.500" 581# -- Maximum Load Case Reactions . Used for appleng point loads(online loads)to ca0hg members Live Dead 1 422#(317p1f) 158#(119p1f) 2 422#(317plf) 158#(119plf) Design spans 15'10.000" Product: 11 7/8" LPI-18 16.0"O.C. PASSES DESIGN CHECKS Blocking:(None) Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2298.'# 3100.'# 74% 8.01' Total Load D+L Shear 581.# 1335.# 43% 16' Total Load D+L End Reaction 581.# 887.8 65% 16' Total Load D+L TL Deflection 0.3914" 0.5278" L/485 8.01' Total Load D+L LL Deflection 0.2847" 0.3167" L/667 8.01' Total Load L Vibration 0.0308" 0.0412" 75% Control: LL Deflection DOLS: Live=100% Snow=115% R001=125./0 Wind=160% All product names are trademarks of their respective owners Huttig Building Products-CL This calc comforms to ORS2005, Copyright(C)2016 by Simpson Strang-Tie Company Inc.ALL RIGHTS RESERVED. NDS2001 and 2005ORSC. ”Passing Is defined as when the member,floorjoisl.beam or gishown on this drawing meets applicable design criteria for Loads.Loading Conditions,and Spans listed on or Loads.this sheet.The design must be reviewed bya qualified designer or design pmfessioml as required for approval.This design assumes product installation according to the manufacturer's specifications. CS Beam 2018.1.0.10 HUTTIG#804026 -, 4-16-18 kmBeamEnghe 2018.1.0.1 2:4�y,.,., Materials Database 1566 "1"" l oft • ' Member Data • Description:UPPER FLOOR Member Type:Joist Application:Floor (J8)JOIST-CANTILEVER Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC ' Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:Beams Joist Design Includes CCMC Vibration Check Subfloor.23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 8'4.00" 0 90 Live WALL LOAD Point(PLF) Top 8'4.00" 60 34 Snow . HIGH ROOF:TW=2' Point(PLF) Top 8' 4.00" 120 68 Snow ' LOW ROOF:TW=4' t m 1 �.. -._ ._ .. / / 7 3 8 1 0 8 P m / 8 4 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 2.000" 1.500" 225# -- 2 7'3.500" WallSPF Plate(425psi) , 3.500" 3.500" 782# -- ' Maximum Load Case Reactions Used for applying point loads(or line loads)to caning members Live Snow Dead 1 192#(144p1f) -34#(-25p1f) 33#(25pt) 2 252#(1890) 275#(206plf) 387#(291plf) Design spans 7' 2.375" 1' 0.500"(right cant) Product: 11 7/8"LPI-18 16.0"O.C. PASSES DESIGN CHECKS Blocking:(None) Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 345.'# 3100.'# 11% 3.33' Odd Spans D+L • Negative Moment 528.'# 3565#/ 14% 7.29' Total Load D+S Shear 306.# 1335.# 22% 7.28' Total Load D+L Cant.Shear,RI 517.# 1535.# 33% 7.29' Total Load D+S End Reaction 225.# 904.# 24% 0' Odd Spans D+L Int.Reaction 782.# 2409.# 32% 7.29' Total Load D+0.75(L+S) TL Deflection 0.0154" 0.2399" L/999+ 3.33' Odd Spans D+L ' - LL Deflection 0.0172" 0.1440" L/999+ 3.69' Odd Spans L TL Defl.,Rt. 0.0069" 02000" 2L1999+ 8.33' Total Load D+S • LL Defl.,Rt. -0.0050" 0.2000" 2L/999+ 8.33' Odd Spans L Vibration0.0063" 0.0787" 8% All pnxpa names are trademarks or their respective owner Huttig Building Products-CL This calc comforms to ORS2005, Copydight(C)2016 by Simpson Strong-Tie Company to.ALL RIGHTS RESERVED. NDS2001 and 20050RSC. "Passing Is defined as when the member.floorjoiet,beam or girder shown on this droving meets applicable design cnte,ie for Loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed bye qualified designer or design professional as required for approval.This design assumes product Installation according to the - manufacturer's specifications. _ CS Beam 2018.1.0.)0 HUTTIG#804026 4-16-18 imrBeamEsgute 2018.1.0.1 Materials Database 1566 2:40pm 2 of 2 • Control: Max lot.React. DOLs: Live=100%Snow=115% Roof=125% Wind=160% Right cantilever allowable shear is for joist only • • • • • • All pmdum names are trademarks of their respective owner, Huttig Building Products-CL This calc comforms to ORS2005, Copplght(0)2016 by Simpson Sbong-Tie Company lnc.ALL RIGHTS RESERVED. NOS2001 and 2005ORSC. "Passing is defined as when the member,floor joist,beam or girder shown on this drawing meets applicable design cntane for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed bya qualified designer or design professional as required for appmvat.This design assumes product Installation according to the manotacturere ifications. CS Bean,2018.1.0.10 HUTTIG#804026 4-16-18 ImlBeamEgine2018.1.0.1 2:54 Materials Database 1566 pm 1 oft Member Data . Description:UPPER FLOOR Member Type:Joist Application:Floor - (J9)JOIST-CANTILEVER Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/600 live,L/360 total Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:804026-UPPER Joist Design Includes CCMC Vibration Check Subgoor 23/32"OSB Ceiling: 1/2"gypsum Blocking:(See Requirements Below) Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 6'4.00" 0 90 Live WALL LOAD Point(PLF) Top 6'4.00" 255 145 Snow HIGH ROOF:1W=8.5' Point(PLF) Top 6'4.00" 120 68 Snow . LOW ROOF:TW=4' I Ti m / A 7 4 0 p / 0/ 7 4 0 Bearings and Reactions Input Min Gravity Gravity • Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF Plate(425psi) 2.000" 1.500" 302# -- 2 7'4.000" Wall SPF Plate(425psi) 3.500" 1.500" 903# -- ' Maximum Load Case Reactions Used for applying point loads(or line loads)to canons members • Live Snow Dead 1 187#(140pIf) 56#(42p1f) 115#(66p1f) 2 187#(140pIf) 444#(333pIf) 429#(322plf) Design spans 7' 0.250" Product: 11 7/8"LPI-18 16.0"O.C. PASSES DESIGN CHECKS • Blocking:(None) . Design assumes continuous lateral bracing along the top chord. . Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. . Allowable Stress Design • • Actual Allowable Capacity Location Loading Positive Moment 737.'# 3565.'# 20% 5.01' Total Load D+0.75(L+S) Shear 903.# 1535.# 58% 7.33' Total Load D+0.75(L+S) End Reaction 903.# 1157.# 78% 7.33' Total Load D+0.75(L+S) TL Deflection 0.0353" 0.2340" L/999+ 3.96' Total Load D+0.75(L+S) LL Deflection 0.0203" 0.1404" L/999+ 3.96' Total Load 0.75(L+S) Vibration 0.0064" 0.0787" 8% Control: Max End React. DOLS: Live=100% Snow=115% Roof=125% Wind=160% • Ay product names are trademarks of thelrrespective owners Huttig Building Products-CL This calc comforms to ORS2005, Copysight(C)2016 by Simpson Stmng.Tie Company lnc.ALL RIGHTS RESERVED. N052001 and 2005ORS�..•. or 'Ides sing is Wined as when the member,floor joist,beam or gia shown on this drawing wing meets applicable design mitefor Loads,Loading Conditions,and Spens listed on this sheet.The design must be reviewed bya qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications.