Report (3) ` MSTZU/9-003 06
///7,/ ,SW //9"i f'G
HUDTIG
BUILDING PRODUCTS
Cons rucrIve S &u1ons Since 1885 MATERIAL LIST
UPPER FLOOR HUTTIG# 907030
PACIFIC LUMBER &TRUSS CO. (BEAVERTON, OR)—JIM A.
STONE BRIDGE HOMES NW#2762
MARK TYPE QTY. SERIES DEPTH LENGTH
J6 I-JOIST 9 LPI20PIus 117/8" 4'
J5 I-JOIST 14 LPI 20PIus 11 7/8" 7'
J4 I-JOIST 9 LPI 20PIus 117/8" 8'
J3 I-JOIST 4 LPI 20PIus 11 7/8" 11'
J2 I-JOIST 9 LPI20PIus 11 7/8" 13'
J1 I-JOIST 29 LPI 20PIus 11 7/8" 17'
N/A TYPE QTY. SERIES DEPTH SPACING
-
I-JOIST BLOCK 2 LPI18 11 7/8" 24" O.C.
N/A TYPE QTY. SERIES DEPTH LENGTH
-
RIM 14 1 1/4" 1.35E LSL 11 7/8" 16'
MARK TYPE QTY. DIMENSIONS GRADE LENGTH**
B8 LP LVL BEAM 2 1 3/4" X 11 7/8" 2.0E 4'
B5 LP LVL BEAM 1 1 3/4" X 11 7/8" 2.0E 10'
B7 LP LVL BEAM 1 3 1/2" X 11 7/8" 2.0E 6'
B6 LP LVL BEAM 3 3 1/2" X 11 7/8" 2.0E 7'
B4 LP LVL BEAM 2 3 1/2" X 11 7/8" 2.0E 11'
B3 LP LVL BEAM 1 3 1/2" X 11 7/8" 2.0E 13'
B1 ROSBORO BIGBEAM 1 5 1/4" X 11 7/8" 2.1E 19'
B2 ROSBORO BIGBEAM 1 7" X 11 7/8" 2.1E 18'
CAMBER TYPE QTY. SERIES GRADE LENGTH
STD. GLU-LAM BEAM 1 5 1/2" X 21" 24F-V4 22'
N/A TYPE QTY. SERIES MANUFACTURER N/A
-
HANGER 3 HU11 Simpson -
HANGER 77 ITS2.56/11.88 Simpson -
-
HANGER 10 IUS2.56/11.88 Simpson -
1 OF 1
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DATE Or REVISION ,
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CS Beam 2018.9.0.16 HUTHG#907030 7-22-19
kntBeamEn#ne 2018.9 0.I
Mates/alsDatabase 1572 2:23pm
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Member Data
Description:UPPER FLOOR Member Type:Joist Application:Floor
(J1)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/480 live,L/240 total
Dead Load: 15 PSF Deck Connection:Glued&Nailed
Filename:Beam1
Joist Design Includes CCMC Vibration Check
Subfloors 23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
16 2 8
9 °
16 2 8
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" 881# —
2 16' 2.500" Wall SPF Plate(425psi) 2.000" 1.500" 881# —
Maximum Load Case Reactions
Used for applying pont bads(or the bads)to carrying members
Live Dead
1 641#(320p1f) 240#(120p1f)
2 641#(320p1f) 240#(120p1f)
Design spans
16'0.250"
Product: 14"LPI-20 Plus 24.0"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 3529.'# 4400.'# 80% 8.1' Total Load D+L
Shear 881.# 1680.# 52% 0' Total Load D+L
End Reaction 881.# 1016.# 86% 0' Total Load D+L
TL Deflection 0.3238" 0.8010" L/593 8.1' Total Load D+L
LL Deflection 0.2355" 0.4005" L/816 8.1' Total Load L
Vibration 0.0270" 0.0406" 67%
Control:Max End Read.
DOLs:Lice=100%Snow=115%Roof=125%W nd=160%
Al product names are trademarks of thee respective owners Huttig Building Products-APH
Copyright(C)2018 by Sirpson Strong-Tie Conpany Inc.ALL RIGHTS RESERVED.
"Passeg s defned as when the member,fborpbt,beam or grant,shown oe the dravMg meets appicable design asters for Loads,Loading CondAbns,and Spans bled
on this sheet.The design roust be reviewed by a quaffed designer or design professbnal as regsred for approval This design assumes product erstalaten accordng to
the manufacturers specications.
CS Beam 2018.9.0.16 I IU TIG#907030 7-22-19
kmBeamEnyne2018.9.0.1 2:27 in
Matenals Database 1572 2:27p
in
of 2
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:Beam2
Joist Design Includes CCMC Vibration Check
Subfloors 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 0' 2.75" 0 80 Live
Point(PLF) Top 0' 2.75" 75 45 Snow
m
/0 10 12
11 8 0
O
/ 12 612
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'10.750" Wall SPF Plate(425psi) 5.500" 1.938" 1003# -
2 12' 6.750" Wall SPF Plate(425psi) 2.000" 1.500" 621# -
Maximum Load Case Reactions
Used for apptyeg porn bads(or fie bads)to canybg members
Live Snow Dead
1 537#(269p1f) 159#(79p1f) 466#(233p1f)
2 463#(231plf) -8#(-3plf) 158#(79plf)
Design spans
0'10.750"(left rant) 11'6.875"
Product: 11 7/8"LPI-20 Plus 24.0"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 1752.'# 3755.'# 46% 6.68' Even Spans D+L
Negative Moment 279.'# 4318.'# 6% 0.9' Total Load D+S
Shear 655.# 1485.# 44% 0.9' Total Load D+L
Cant.Shear,Lt 442.# 1708.# 25% 0.89' Total Load D+0.75(L+S)
End Reaction 1003.# 1160.# 86% 0.9' Total Load D+L
TL Deflection 0.1326" 0.3858" L/999+ 6.68' Even Spans D+L
LL Deflection 0.1024" 0.2315" 11999+ 6.68' Even Spans L
TL Defl.,Lt. -0.0238" 0.2000" 211902 0' Even Spans D+L
LL Defl.,Lt. -0.0193" 0.2000" 211999+ 0' Even Spans L
Vibration 0.0170" 0.0650" 26%
Al product names are trademarks of ther respective omers Huttig Building Products-APH
Copyrght(C)2018 by Srnpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
"Passing b defeed as robes the member,fborpbt,beam or gider,shams on this drawng meets appkabb desgn crtene for Loads,Loading Condtees,and Spans fisted
on this sheet.The desgn must be revleroed by a qualified deseeer or desgn professional as mqured for approval This desgn assumes product instalatbn accoNvtg to
the manufacturers specifications.
•
CS Beam 2018.9.0.16 HUIT1G#907030 7-22-19
kmBeanEn ine 2018.9.0.1
Materials Database 1572 2:27pm
2 of 2
Control:Max End React
DOLs:Lite=100%Snovo115%Roof=125%Wind=160%
Left cantilever allowable shear isfor joist only
Al product names are trademarks of their respective owners Huttig Building Products-APH
Copyright(C)2018 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
"Passing is defined as when the meaner,floor jost,beam or gider,show)on this drawng meets applcable design criteria for Loads,Loading Conditions,and Spans Isted
on this sheet.The design must be reviewed by a quaffed designer or design professional as required for approval This design assumes product nstalation according to
the manufacturers specifications.
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