Plans (85) CS Beam 2017.1.4.2 HUTTIG#709065 10-2-17
lanBeamEngine 20163.0.2
Materials Database 1562 2:22pm
1 of 1
Member Data
Description:UPPER FLOOR Member Type: Joist Application: Floor
(J1)JOIST Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 709065-(J1)
Joist Design Includes CCMC Vibration Check
Subfloors 23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
T
p18 7 0 15 9 0
3440
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 5.500" 1.500" 562# --
2 18' 7.000" Wall SPF Plate(425psi) 3.500" 3.500" 1560# --
3 34' 4.000" Wall SPF Plate(425psi) 1.750" 1.500" 480# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 420#(315p1f) 142#(106p1f)
2 1134#(851p1f) 425#(319p1f)
3 370#(277plf) 110#(83plf)
Design spans
18' 2.375" 15' 8.125"
Product: 14" LPI-20 Plus 16.0" O.C. PASSES DESIGN CHECKS
Blocking:(None)
Design assumes continuous lateral bracing along the top chord.
Design limits maximum unbraced length to 8.00'on the bottom chord
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2148.'# 4400.'# 48% 7.66' Odd Spans D+L
Negative Moment 2673.'# 4400.'# 60% 18.58' Total Load D+L
Negative Unbrcd 1915.'# 2172'11 88% 18.58' Odd Spans D+L
Shear 813.# 1680.# 48% 18.57' Total Load D+L
End Reaction 480.# 993.# 48% 34.33' Even Spans D+L
Int.Reaction 1560.# 2455.# 63% 18.58' Total Load D+L
TL Deflection 0.2382" 0.6066" L/916 8.57' Odd Spans D+L
LL Deflection 0.1882" 0.3640" L/999+ 8.57' Odd Spans L
Vibration 0.0211" 0.0345" 61%
Control: Neg.Unbraced
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 Company lnc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC.
"Passing is defined as when the member,floorjoist,beam orgirder,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 Beam 2017.1.4.2 HUTTIG#709065 10-2-17
kmBeamEngine 2016.7.0.2
Materials Database 1562 3:43pm
1 of 1
Member Data
Description:UPPER FLOOR Member Type: Joist Application: Floor
(J2)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: 709065-(J2)
Joist Design Includes CCMC Vibration Check
Subfloor:23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
1 n 'R`
i
7 4 0 0 14 9 0
9
22 1 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 1.750" 1.500" 195# -114#
2 7' 4.000" Wall SPF Plate(425psi) 3.500" 3.500" 1109# --
3 22' 1.000" Wall SPF Plate(425psi) 1.750" 1.500" 445# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 178#(133p1f) 17#(13plf)
2 807#(605p10) 303#(227plf)
3 326#(244p1f) 119#(89p1f)
Design spans
7' 3.125" 14' 8.125"
Product: 14" LPI-20 Plus 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 1350.'# 4400.'# 30% 16.14' Even Spans D+L
Negative Moment 1481.'# 4400.'# 33% 7.33' Total Load D+L
Shear 639.# 1680.# 38% 7.33' Total Load D+L
End Reaction 445.# 993.# 44% 22.08' Even Spans D+L
Int.Reaction 1109.# 2455.# 45% 7.33' Total Load D+L
TL Deflection 0.1016" 0.4892" L/999+ 15.41' Even Spans D+L
LL Deflection 0.0755" 0.2935" L/999+ 15.41' Even Spans L
Vibration 0.0142" 0.0458" 30%
Control: Max Int.React.
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-lie Company lnc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC.
"Passing is defined as when the member,floorjoist,beam orginier,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 Beam 2017.1.4.2 HUTTIG#709065 10-2-17
lanBeamEngine 2016.7.0.2
Materials Database 1562 2:25pm
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: 709065-(J3)
Joist Design Includes CCMC Vibration Check
Subfloor:23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
1. 11`
21 5 0
P °j
21 5 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 5.500" 1.500" 568# --
2 21' 5.000" Wall SPF Plate(425psi) 5.500" 1.500" 568# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 413#(413p1f) 155#(155p1f)
2 413#(413plf) 155#(155p1f)
Design spans
20' 7.750"
Product: 14" LPI-20 Plus 12.0" 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 2930.'# 4400.'# 66% 10.71' Total Load D+L
Shear 568.# 1680.# 33% 0' Total Load D+L
End Reaction 568.# 1200.# 47% 0' Total Load D+L
TL Deflection 0.4717" 0.6882" L/525 10.71' Total Load D+L
LL Deflection 0.3430" 0.4129" L/722 10.71' Total Load L
Vibration 0.0214" 0.0317" 67%
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 Si mpson Strong-Se Company Inc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC.
"Passing is defined as when the member,floorjoist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans
listed on this sheet.The design must be reviewed by qualified designer or design professional as required for approval.This design assumes product installation
according to the manufacturers specifications.
CS Beam 2017.1.4.2 HUTTIG#709065 10-2-17
kmBcamEegme 2016.7.0.2
Materials Database 1562 2:26pm
I of 1
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: 709065-04)
Joist Design Includes CCMC Vibration Check
Subfloors 23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
19 10 0
1910 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" 720# --
2 19'10.000" Wall SPF Plate(425psi) 2.000" 1.500" 720# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 524#(393p10) 196#(147p1f)
2 524#(393plf) 196#(147p1f)
Design spans
19' 7.750"
Product: 14" LPI-36 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 3538.'# 7755.'# 45% 9.92' Total Load D+L
Shear 720.# 1830.# 39% 0' Total Load D+L
End Reaction 720.# 1085.# 66% 0' Total Load D+L
TL Deflection 0.4056" 0.6549" L/581 9.92' Total Load D+L
LL Deflection 0.2950" 0.3929" L/799 9.92' Total Load L
Vibration 0.0207" 0.0327" 63%
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
All product names are trademarks of their respective owners Hu tti g Building Products-CL
This calc comforms to ORS2005,
Copyright(C)2016 by Simpson Strong-lie Company lnc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC.
"Passing is defined as when the member,floor joist,beam orgirdsg shown on this drawing meets applicable design cdteda 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 Beam 2017.1.4.2 HUTTIG#709065 10-2-17
kmBeamEngme 2016.7.0.2
Materials Database 1562 3:42pm
Iof1
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: 709065-(J5)
Joist Design Includes CCMC Vibration Check
Subfloor:23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
18 4 0
9 °
18 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" 665# --
2 18' 4.000" Wall SPF Plate(425psi) 2.000" 1.500" 665# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to canying members
Live Dead
1 484#(363p1f) 181#(136p1f)
2 484#(363p1f) 181#(136p1f)
Design spans
18' 1.750"
Product: 14" LPI-20 Plus 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 3018.'# 4400.'# 68% 9.17' Total Load D+L
Shear 665.# 1680.# 39% 0' Total Load D+L
End Reaction 665.# 1016.# 65% 0' Total Load D+L
TL Deflection 0.3766" 0.6049" L/578 9.17' Total Load D+L
LL Deflection 0.2739" 0.3629" L/794 9.17' Total Load L
Vibration 0.0272" 0.0344" 78%
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,
Copyright(C)2016 by Simpson Strong-Tie Company lnc.ALL RIGHTS RESERVED. NDS2001 and 2005ORSC.
"Passing is defined as when the member,floor joist,beam orgirder,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.
° ' � � ,i,,;..4.4:- ` '"' MATERIALS LIST
UPPER FLOOR HUTTIG# 709065
MILWAUKIE LUMBER COMPANY—TOM HANSEL
H&H GREENSWARD LOT 8
FILENAME: 709065-UPPER.dwg GENERATED: 10/02/2017 15:18:38
Designed By: Caresse Lee - Huttig Building Products
MARK TYPE QTY. SERIES DEPTH LENGTH
J4 I-JOIST 8 LPI36 14" 20'
J11 I-JOIST 4 LPI20PIus 14" 7'
J10 I-JOIST 3 LPI20PIus 14" 10'
J9 I-JOIST 8 LPI20PIus 14" 11'
J8 I-JOIST 16 LPI20PIus 14" 12'
J7 I-JOIST 14 LPI20PIus 14" 13'
J6 I-JOIST 4 LPI20PIus 14" 16'
J5 I-JOIST 11 LPI20PIus 14" 19'
J3 I-JOIST 14 LPI20PIus 14" 22'
J2 I-JOIST 12 LPI20PIus 14" 23'
J1 I-JOIST 12 LPI20PIus 14" 35'
N/A TYPE QTY. SERIES DEPTH SPACING
-
I-JOIST BLOCK 15 LPI 20PIus 14" 12" O.C.
-
I-JOIST BLOCK 26 LPI 20PIus 14" 16" O.C.
-
I-JOIST BLOCK 2 LPI 20PIus 14" 48" O.C.
-
I-JOIST BLOCK 2 LPI 20PIus 14" 32" O.C.
N/A TYPE QTY. SERIES DEPTH LENGTH
- RIM 11 1 1/4" 1.35E LSL 14" 20'
MARK TYPE QTY. DIMENSIONS GRADE LENGTH**
B1 LP LSL BEAM 1 1 3/4" X 14" 1.55E 5'
CAMBER TYPE QTY. SERIES GRADE LENGTH
STD. BIG BEAM 2 3 1/2" X 14" 30F-E2 6'
STD. BIG BEAM 1 3 1/2" X 14" 30F-E2 10'
STD. BIG BEAM 2 3 1/2" X 14" 30F-E2 11'
STD. BIG BEAM 2 3 1/2" X 14" 30F-E2 12'
STD. BIG BEAM 1 3 1/2" X 14" 30F-E2 13'
STD. BIG BEAM 1 3 1/2" X 14" 30F-E2 16'
STD. BIG BEAM 1 3 1/2" X 14" 30F-E2 21'
STD. GLU-LAM BEAM 1 5 1/2" X 10 1/2" 24F-V4 9'
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., r
HUTITIG®
BUILDING PRODUCTS MATERIALS LIST
Constructive Solutions Since 1885
UPPER FLOOR HUTTIG# 708xxx
MILWAUKIE LUMBER COMPANY— CONTACT
PROJECT NAME
STD. GLU-LAM BEAM 1 5 1/2" X 10 1/2" 24F-V4 18'
STD. GLU-LAM BEAM 1 5 1/2" X 11 7/8" 24F-V4 14'
STD. GLU-LAM BEAM 1 5 1/2" X 13 1/2" 24F-V4 18'
STD. BIG BEAM 2 5 1/2" X 14" 30F-E2 5'
STD. BIG BEAM 1 5 1/2" X 14" 30F-E2 11'
STD. BIG BEAM 1 5 1/2" X 14" 30F-E2 13'
STD. BIG BEAM 1 5 1/2" X 14" 30F-E2 22'
STD. GLU-LAM BEAM 1 5 1/2" X 15" 24F-V4 15'
STD. BIG BEAM 1 5 1/2" X 16" 30F-E2 22'
N/A TYPE QTY. SERIES MANUFACTURER N/A
-
HANGER 7 HU416 Simpson -
- HANGER 5 HU616 Simpson -
-
HANGER 12 ITS2.37/14 Simpson -
HANGER 109 ITS2.56/1-
4 Simpson -
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