HomeMy WebLinkAboutField Inspection (rough bldg/hvac) (2)
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CORRECTION NOTICE / FIELD INSPECTION REPORT
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City of Oshkosh
Inspection Services Division
215 Church Avenue, PO Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax (920) 236-5084
JOB LOCATION:
CONTRACTOR:
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PROJECT TO BE INSPECTED:
BUILDING: HVAC/ ELECTRIC: PLUMBING: EROSIO;.J CONTROL: PROPERTY MAINT.:
Footing Rough Rough Rough Tracking Setback Park.
Founda~ Furnace Service Test On Silt Fence Unlicensed Veh_
Rough NC Temp_ Perm Underfloor Stone Access Garbage
Insulation F irep lace UG OH SewerfW ater Straw Bales Dilapidated bId's, fences,
Re-insp. Re-insp. Re-insp.___ Re-insp. Re-insp. etc.
Final Final Final Final Final Ex!. Maint.
~L::,"CO:QE , ,','-i.,.,' ,,<.c::, ;.";,, ," INSPECTION RESULTS " .';",,:' :.' '"ocO, "
"::=:f\2.oj .~<t... \-\~~ Cf\tJ~-S ~\. ~<:. cs,..
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VIOLA nONS MUST BE CORRECTED AND APPROVED WITHIN 30 DAYS UNLESS OTHER WISE NOTED. CALL FOR RE-INSPECTIONS PRIOR TO
CONCEALMENT AND/OR OCCUPANCY. WHEN CORRECTIONS ARE COMPLETED THE OWNER/CONTRACTOR IS REOUlRED TO SIGN & DATE THIS
NOTICE AND RETURN IT TO THE INSPECTION DIVISION WHEN REOUESTING ARE-INSPECTION.
COMPLIANCE DATE:
Signed
ACTION TAKEN:
ot Approved! Insp. Report given to
q I ~{fJ/O,
tate of InspectIOn
o Mailed/Faxed
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Phone #
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TJ-Beam"" v5.55 Serial Number: 700116996
BEAMUSA 1111 10/1/01 6:34:56AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
BEAM CARRYING CLIPPED OFF TRUSSES BY FRONT FOYER
1.75" X 9.25" 1.9E Microllam@ LVL
J
[i]~
I
<I
9'6"
L
J[2]
I
I>
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 8' 9"
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x4 Stud Wall
2 2x4 Stud Wall
INPUT
WIDTH
3.50"
3.50"
BEARING
LENGTH
3.5"
3.5"
REACTIONS(lbs. )
L1VElDEADITOT.
1247/811/2058
1247/811/2058
PLY DEPTH
1 9.2"
1 9.2"
DETAIL
Detail R1
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 1986 1598 3537 Passed(45%) Lt. end Span 1 under Snow Roof loading
Moment(ft-Ib) 4551 4551 6442 Passed(71 %) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.211 0.458 Passed(U522) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.348 0.611 Passed(U316) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- I M PORT ANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Notall products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR VIEW RD
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam.... is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
~ ~.~i?~~._
Supplemental Report for
1.75" X 9.25" 1.9E Microllam@ LVL
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 10/1/01 6:34:56AM
Page 1 of 1
Member Information:
BEAM CARRYING CLIPPED OFF TRUSSES BY FRONT FOYER
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR VIEW RD
OSHKOSH, WI
9'- 2.00"
Max. Vertical Reaction Total (lb)
Live (lb)
Required Bearing Length(in)
Max. Unbraced Length (in)
2058
1247
2.77 (W)
2058
1247
2.77 (W)
32
Snow Roof loading
Shear (lb)
Reaction (lb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. (in)
on all members, LDF ~ 1.15
1986
2058
-1986
2058
4551
0.211
0.348
Dead load, LDF
Shear (lb)
Reaction (lb)
Moment (ft-lb)
0.90
783 -783
811 811
1794
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam'. is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
,/
Jr,... .i.,t""'"
~~ #'",', .,,', '" ,jJf"
~~~'"."y."
. H-<$
TJ-Beam™yS,5q/Serial Number: 700116996
BEAMUSA 1111 10/1/01 9:15:43AM
Page 1 of 2 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
HEADER IN STUD POCKET BEHIND SHOWER TO CATCH LOAO FROM GIRDER TRUSS
1.75" X 9.5" 1.9E Microllam@ LVL
Ll
D
[1} ::: :~ I [2J
I I
<>-2'----"
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 2'
Loads(psf): 30 Live at 11S% duration; 17 Dead; and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(lbs.) Snow(1.1S) 2450 1388 l' Adds to POINT LOAD FROM GIRDER TRUSS
SUPPORTS: INPUT BEARING REACTIONS(lbs. )
WIDTH LENGTH L1VEIDEADITOT. PLY DEPTH DETAIL OTHER
1 Parallam@ PSL, PPCB 3.50" Hanger 1285 / 737 / 2022 1 9.5" Detail H5
2 Parallam@ PSL, PPCB 3.50" Hanger 1285 /737 I 2022 1 9.S" Detail HS
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): H5.
HANGERS: Simpson Strong-Tie Connectors@
REVERSE T.F. T.F.
MODEL SLOPE SKEW FLANGES OFFSET SLOPE
Left Face HU7 No No N/A N/A
Right Face HU7 No No N/A N/A
- Nailing: Left (HU7) - Face: 16-10d, Top: N/A, Member: 8-N10
- Nailing: Right (HU7) - Face: 16-10d, Top: N/A, Member: 8-N10
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Moment(ft-Ib) 1385 1385 6771 Passed(20%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.008 0.071 Passed(U999+) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.012 0.094 Passed(U999+) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: L/240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
p'o'sitioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR VIEW DR
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam 1M is a trademark of Trus Joist.
Microllam@ and Parallam@ are registered trademarks of Trus Joist.
Simpson strong-Tie Connectors@is a registered trademark of Simpson strong-Tie Company. Inc.
C:\T JBeam\NA\BRAASCHbm
I:)~z~~
TJ-Beam""" v5.55 Serial Number: 700116996
BEAMUSA 1111 10/1/01 9:15:43AM
Page 2 of 2 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
HEADER IN STUD POCKET BEHIND SHOWER TO CATCH LOAD FROM GIRDER TRUSS
1.75" X 9.5" 1.9E Microllam@ LVL
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR VIEW DR
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam""" is a trademark of Trus Joist.
Microllam@ and Parallam@are registered trademarks of Trus Joist .
Simpson Strong-Tie Connectors$ is a registered trademark of Simpson Strong-Tie Company, Inc.
C:IT JBeamlNAIBRAASCH. bm
~~.w~~o_
Supplemental Report for
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 10/1/01 9:15:43AM
Page 1 of 1
Member Information:
HEADER IN STUD POCKET BEHIND SHOWER TO CATCH LOAD FROM GIRDER TRUSS
1.75" X 9.5" 1.9E Microllam@ LVL
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR VIEW DR
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
[920) 2353061
1'- 5.00"
2022
1285
1. 52 (F)
32
Max. Vertical Reaction Total (lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
2022
1285
1. 52 (F)
Snow Roof loading
Shear (lb)
Reaction [lb)
Moment (ft-Ib)
Live Defl. (in)
Total Defl. (in)
on all members, LDF = 1.15
1992
2022
-1992
2022
1385
0.008
0.012
Dead load, LDF
Shear [lb)
Reaction (lb)
Moment (ft-Ib)
0.90
724 -724
737 737
502
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ and Parallam@ are registered trademarks of Trus Joist .
TJ-Beam'" is a trademark of Trus Joist .
Simpson Strong-Tie Connectors@ is a registered trademark of Simpson strong-Tie Company, Inc.
~i~\;'1
l) ~lef!L~-.
TJ-Beam"" v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 9:28:34 AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADs LISTED
Member Slope: 0 Roof Slope: 6/12
FRONT DOOR HEADER
3 Pcs of 1.75" X 5.5" 1.9E Microllam@ LVL
J
m~
I
6
L
J[2]
I
'"
6'2"
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 8' 9"
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH L1VE/DEADITOT. PLY DEPTH DETAIL OTHER
1 2x6 Stud Wall 5.50" 5.5" 809/537/1347 1 5.5" Detail R1 SB Shear Blocking
2 2x6 Stud Wall 5.50" 5.5" 809/537/1347 1 5.5" Detail R1 SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 1201 946 6309 Passed(15%)
Moment(ft-Ib) 1652 1652 7333 Passed(23%)
Live Defl.(in) 0.043 0.275 Passed(U999+)
Total Defl.(in) 0.072 0.312 Passed(U917)
- Deflection Criteria: STANDARD(LL: U240, TL:0.31").
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise.
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
LOCATION
Lt. end Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
Proper attachment and
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copynght @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam™ is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
7' ~<
~~~;l~~._
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 9:28:34 AM
Page 1 of 1
Member Information:
FRONT DOOR HEADER
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total(lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
Snow Roof loading
Shear (lb)
Reaction(lb)
Momentlft-lb)
Live Defl. (in)
Total Defl. (in)
Supplemental Report for
3 Pes of 1.75" x 5.5" 1.9E Mierollam@ LVL
5'- 6.00"
1347
809
1. 50 (W)
1347
809
1. 50 (W)
32
on all members, LDF = 1.15
1201
1347
1652
0.043
0.072
Dead load, LDF 0.90
Shear lIb)
Reaction lIb}
Momentlft-lb)
-1201
1347
479 -479
537 537
659
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam'" is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(nO) 2353061
:- ;i?J
I:l~z~~~~
18' OVERHEAD DOOR HEADER
T J-Beam'" v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 8:24:12 AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
3 Pes of 1.75" x 18" 1.9E Mierollam@ LVL
~
..L
[i]l
I
"
All dimensions are horizontal.
19'
J[2
I
"
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: l'
Loads(psf): 30 Live at 115% duration; 17 Dead; and:
TYPE CLASS LIVE DEAD
Point(lbs.) Snow(1.15) 1678 951
Uniform(psf) Snow(1.15) 4838 2742
Uniform(plf) Snow(1.15) 165 94
Uniform(plf) Snow( 1.15) 450 255
Tapered(plf) Snow(1.15) 165 to 84 94 to 48
LOCATION
14'
4' 8" to 4' 11 112"
o to 4' 8"
4' 8" to 14'
14' to 19'
APPLICATION
Adds to
Adds to
Adds to
Adds to
Adds to
COMMENT
POINT LOAD FROM HGT-13
POINT LOAD FROM GT-2
LOAD FROM JACKS
LOAD FROM 26' TRUSSES
CORNER SET LOAD
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs.)
L1VElDEADITOT.
4685 / 2924/7610
4566 I 2857 17423
PL V DEPTH
1 18.0"
1 18.0"
DETAIL
Detail R 1
Detail R 1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 7498 6969 20648 Passed(34%) Rt. end Span 1 under Snow Roof loading
Moment(ft-lb) 39127 39127 66849 Passed(59%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.336 0.917 Passed(U654) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.543 1.222 Passed(U405) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
- THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONL Vi PRODUCT SUBSTITUTION VOIDS THIS ANAL VSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAV DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam'" is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
't "
*-~ ~~~~~.-
T J-Beam vS.55 Serial Number: 700116996
BEAM USA 1111 9/27/01 8:24:12 AM
Page 1 of 1
Member Information:
18' OVERHEAD DOOR HEADER
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total (lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Lengthlin)
Snow Roof loading
Shear (lb)
Reaction (lb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. (in)
Supplemental Report for
3 Pes of 1.75" x 18" 1.9E Mierollam@LVL
18'- 4.00"
7610
4685
3.41 (W)
7423
4566
3.33 (WI
32
on all members, LDF = 1.15
7498
7610
39127
0.336
0.543
Dead load, LDF
Shear (lb)
Reaction (lb)
Moment (ft-lb)
0.90
-7353
7423
2878
2924
-2825
2857
14910
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam" is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
t
t:l~l.~~~,
TJ-Beam™ v5.55 Serial Number: 700116996
BEAM USA 1111 9/27/01 8:35:35AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
9' OVERHEAD DOOR HEADER
2 Pcs of 1.75" X 11.875" 1.9E Microllam@ L VL
J
[i]~
I
"
9'6"
1-
J~
I
6
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 5' 6"
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs. )
LI VElD EADITOT.
784/551/1335
784/551/1335
PLY DEPTH
1 11.9"
1 11.9"
DETAil
Detail R1
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R 1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 1241 928 9081 Passed(10%)
Moment(ft-Ib) 2741 2741 20525 Passed(13%)
Live Defl.(in) 0.029 0.442 Passed(U999+)
Total Defl.(in) 0.049 0.589 Passed(U999+)
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise.
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
LOCATION
Lt. end Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
Proper attachment and
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam ™ is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
r
~~ ~"'ilf!it:,<_._ Supplemental Report for
TJ-Beam v5.55 Serial Number 700116996 2 Pes of 1.75" x 11.875" 1.9E Mierollam@ LVL
BEAM USA 1111 9/27/01 8:35:35AM
Page 1 of 1
Member Information:
9' OVERHEAD DOOR HEADER
Project Information:
RICHPRD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
8'-10.00"
Max. Vertical Reaction Total (lb)
Live (lb)
Required Bearing Length (in)
Max. Unbraced Length(in)
1335
784
1. 50 (W)
1335
784
1. 50 (W)
32
Snow Roof loading
Shear(lb)
Reaction (lb)
Moment (ft-Ib)
Live Den. (in)
Total Den. (in)
on all members, LDF = 1.15
1241
1335
-1241
1335
2741
0.029
0.049
Dead load, LDF
Shear (lb)
Reaction (lb)
Moment (ft-Ib)
0.90
512 -512
551 551
1132
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam'" is a trademark of Trus Joist .
4:l~z~Uw"'"
12' PATIO DOOR IN DINETTE
TJ-Beam™ vS.55 Serial Number: 700116996
BEAM USA 1111 9/27!O1 8:40:57 AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
3 Pes of 1.75" x 11.875" 1.9E Mierollam@ LVL
J
[i]~
I
<I
12' 6"
L
J[2]
I
"
Product Diagram is Conceptual.
All dimensions are horizontal.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 21'
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs.)
L1VE/DEADITOT.
3937 12602 1 6540
3937 12602 1 6540
PLY DEPTH
1 11.9"
1 11.9"
DETAIL
Detail R1
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S 1 BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 6191 5025 13622 Passed(37%) Lt. end Span 1 under Snow Roof loading
Moment(ft-Ib) 18315 18315 30788 Passed(59%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.221 0.592 Passed(U642) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.367 0.789 Passed(U387) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam™ is a trademark of Trus Joist.
M icrollam@ is a registered trademark of Trus Joist.
~~ ~wi?~_._
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 8:40:57 AM
Page 1 of 1
Member Information:
12' PATIO DOOR IN DINETTE
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total(lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
Snow Roof loading
Shear (lb)
Reaction (lb)
Moment (ft-Ib)
Li ve Defl. (in)
Total Defl. (in)
Supplemental Report for
3 Pes of 1.75" x 11.875" 1.9E Mierollam@ L VL
11'-10.00"
6540
3937
2.93 (W)
6540
3937
2.93 (W)
32
on all members, LDF = 1.15
6191
6540
18315
0.221
0.367
Dead load, LDF
Shear (lb)
Reaction (lb)
Moment (ft-Ibl
0.90
-6191
6540
2463 -2463
2602 2602
7288
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam~ is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
.l
I:l$wZ~~~~
T J-Beam TM v5.55 Serial Number: 700116996
BEAM USA 1111 9/27/01 8:43:53AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 0
9' PATIO DOOR HEADER IN MASTER BEDROOM
3 Pcs of 1.7511 X 9.511 1.9E Microllam@ L VL
J
[i]~
I
"
g'S"
L
J[2]
I
"
Product Diagram is Conceptual.
All dimensions are horizontal.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 21'
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs.)
L1VEIDEADrrOT.
3045 /1792/ 4837
3045 /1792 / 4837
PLY DEPTH
1 9.5"
1 9.5"
DETAIL
Detail R1
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 4503 3586 10898 Passed(33%) Lt. end Span 1 under Snow Roof loading
Moment(ft-Ib) 10133 10133 20312 Passed(50%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.146 0.300 Passed(LI740) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.232 0.450 Passed(U466) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam™ is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
~'7l ~i?et!t.:<~._ Supplemental Report for
TJ-Beam v5.55 Serial Number 700116996 3 Pes of 1.75" x 9.5" 1.9E Mierollam@ LVL
BEAMUSA 1111 9/27/01 8:43:53 AM
Page 1 of 1
Member Information:
9' PATIO DOOR HEADER IN MASTER BEDROOM
Project Information:
RICHARD . PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total (lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length (in)
4837
3045
2.17 (WI
Snow Roof loading
Shear (lb)
Reaction (lb)
Moment (ft-1b)
Live Defl. (in)
Total Defl. (in)
on all members, LDF = 1.15
4503
4837
Dead load, LDF 0.90
Shear (lb)
Reaction (lb)
Moment (ft-1b)
9'- 0.00"
4837
3045
2.17 (W)
32
-4503
4837
10133
0.146
0.232
1668 -1668
1792 1792
3754
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam'" is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
t;)<fiwZ~_~
HEADER FOR FORMAL DINING ROOM & DEN
T J-Beam™ v5.55 Serial Number: 700116996
BEAM USA 1111 9/27/01 8:54:19AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
2 Pes of 1.75" X 9.5" 1.9E Mierollam@ L VL
J L
[i]~ ~
I I
<I 6'6"
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 21'
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs. )
L1VE/DEADITOT.
2047/1327 I 3375
2047/1327/3375
PLY DEPTH
1 9.5"
1 9.5"
DETAIL
Detail R1
Detail R 1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 3028 2077 7265 Passed(29%)
Moment(ft-Ib) 4416 4416 13541 Passed(33%)
Live Deft.(in) 0.044 0.292 Passed(U999+)
Total Deft.(in) 0.073 0.389 Passed(U959)
- Deftection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise.
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
LOCATION
Lt end Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
MID Span 1 under Snow Roof loading
Proper attachment and
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Beam™ is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
I.
~~ ~W;7~-+
~ ~I~ ~~.n~~a~o)(lS
T J-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 8:54:19AM
Page 1 of 1
Member Information:
HEADER FOR FORMAL DINING ROOM & DEN
Project Information:
RICPARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total(lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
Snow Roof loading
Shear (lb)
Reaction (lb)
Moment (ft-lb)
Li ve Defl. (in)
Total Defl. (in)
Supplemental Report for
2 Pes of 1.75" x 9.5" 1.9E Mierollam@ L VL
5'-10.00"
3375
2047
2.27 (W)
3375
2047
2.27 (W)
32
on all members, LDF = 1.15
3028
3375
4416
0.044
0.073
Dead load, LDF 0.90
Shear (lb)
Reaction (lb)
Moment (ft-lb)
-3028
3375
1191 -1191
1327 1327
1737
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-8eam~ is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET t RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
I:l~z~~,,~
TJ-BeamThl v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 8:57:17 AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6/12
HEADER FOR FORMAL LIVING ROOM HEADER
2 Pes of 1.75" X 9.5" 1.9E Mierollam@ LVL
J 1-
[i]~ J~
I [
& 6'6"
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 8' 9"
Loads(psf): 30 Live at 115% duration; 17 Dead
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs.)
L1VE/DEADITOT.
853/570/1423
853/570/1423
PLY DEPTH
1 9.5"
1 9.5"
DETAIL
Detail R1
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 1277 876 7265 Passed(12%) Lt. end Span 1 under Snow Roof loading
Moment(ft-Ib) 1863 1863 13541 Passed(14%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.018 0.292 Passed(U999+) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.031 0.389 Passed(U999+) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
aT J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-BeamThl is a trademark of Trus Joist.
M icrollam@ is a registered trademark of Trus Joist .
."
~~ ~"~~l:~~._ Supplemental Report for
TJ-Beam v5.55 Seria1Number:700116996 2 Pes of 1.75" x 9.5" 1.9E Mierollam@ LVL
BEAM USA 1111 9/27/01 8:57:17 AM
Page 1 of 1
Member Information:
HEADER FOR FORMAL LIVING ROOM HEADER
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
5'-10.00"
Max. Vertical Reaction Total (lb)
Live{lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
1423
853
1. 50 (W)
1423
853
1. 50 (W)
32
Snow Roof loading
Shear (lb)
Reaction(lb)
Momentlft-lb)
Live Defl. (in)
Tocal Defl. (in)
on all members, LDF ~ 1.15
1277
1423
-1277
1423
1863
0.018
0.031
Dead load, LDF
Shear (lb)
Reacti on (lb)
Moment (ft-lb)
0.90
512 -512
570 570
746
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Micro11am@ is a registered trademark of Trus Joist .
TJ-Beam~ is a trademark of Trus Joist .
lJ~l.~~~~"
T J-Beam TM v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 9:11:02AM 2 Pcs of 1.75" X 9.5" 1.9E Microllam@ LVL
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6112
WINDOW HEADER FOR BEDROOM 2
~
[i]~
I
<I
J[2]
I
6'6"
All dimensions are horizontal.
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting SNOW Application.
Loads(psf): 30 Live at 115% duration; 17 Dead; and:
TYPE CLASS LIVE DEAD
Uniform(plf) Snow(1.15) 2450 1389
Uniform(plf) Snow( 1.15) 630 357
Tapered(plf) Snow(1.15) 165 to 105 128t060
Tributary Load Width: l'
LOCATION
2' 8 1/2" to 3'
o to 3'
3' to 6' 6"
APPLICATION
Adds to
Adds to
Adds to
COMMENT
POINT LOAD FROM HGT-1
ROOF LOAD FROM COMMON TRUSSES
CORNER SET ROOF LOAD
SUPPORTS:
1 2x6 Stud Wall
2 2x6 Stud Wall
INPUT
WIDTH
5.50"
5.50"
BEARING
LENGTH
5.5"
5.5"
REACTIONS(lbs. )
L1VEIDEADITOT.
2136/1267/3403
1137/721/1857
PLY DEPTH
1 9.5"
1 9.5"
DETAIL
Detail R1
Detail R 1
OTHER
SB Shear Blocking
SB Shear Blocking
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 3055 2097 7265 Passed(29%) Lt. end Span 1 under Snow Roof loading
Moment(ft-Ib) 4340 4340 13541 Passed(32%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.041 0.292 Passed(U999+) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.066 0.389 Passed(U999+) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL: U240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
aT J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connecti.on.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright@2000 by Trus Joist. a Weyerhaeuser Business. TJ-Beam'" is a trademark ofTrus Joist.
Microllam@ is a registered trademark of Trus Joist.
~^) ~z.Mj~<_.-
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 9/27/01 9:11:02AM
Page 1 of 1
Member Information:
WINDOW HEADER FOR BEDROOM 2
Project Information:
RICHARD . PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total(lb)
Live lIb)
Required Bearing Length(in)
Max. Un braced Length(in)
Snow Roof loading
Shear (lbJ
Reaction (lb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. (in)
Supplemental Report for
2 Pes of 1.75" x 9.5" 1.9E Mierollam@ LVL
5'-10.00"
3403
2136
2.29 (W)
1857
1137
1. 50 IW)
32
on all members, LDF = 1.15
3055
3403
4340
0.041
0.066
Dead load, LDF 0.90
Shear (lb)
Reaction (lb)
Momentlft-lb)
-1781
1857
1139 -690
1267 721
1633
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beamm is a trademark of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
l'; 't
- 4) 7iwl.~_~
. .
T J-Beam 1M v5.55 Serial Number: 700116996
BEAMUSA 1111 8/4101 9:41 :53 AM
Page 1 of2 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
MAIN BEAM AT CENTER OF HOUSE
2 Pes of 1.75" x 11.875" 1.9E Mierollam@ LVL
J 1 1 ~
[i]~ [2]~ [3]~ [4]~ [5J~ [6]~
I
"---9'3" 6 9' <I 9' <I 9' <I 9' <I
LOADS:
Overall Dimension = 72' 6"
[8J~
9' <I 9' " 9' 3"------"
Product Diagram is Conceptual.
[7]~
L
1[91
I
Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 2'
Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and:
TYPE CLASS LIVE DEAD LOCATION
Point(lbs.) Floor(1.00) 2459 1333 39' 6 1/2"
(1) Point(lbs.) Floor(1.00) 1911 662 18' 11/2"
Point(lbs.) Floor(1.00) 1911 662 30' 1 1/2"
Uniform(plf) Floor(1.00) 760 228 0 to 18' 11/2"
Uniform(plf) Floor(1.00) 414 124 18'1112" to 30' 1 1/2"
Uniform (plf) Floor(1.00) 760 228 30' 1 1/2" to 72' 6"
APPLICATION
Adds to
Adds to
Adds to
Adds to
Adds to
Adds to
COMMENT
POINT LOAD FROM BEAM CARRYING ROOF
POINT LOAD FROM STAIR WAY BEAM
POINT LOAD FROM STAIRWAY BEAM
NORMAL FLOOR LOAD
FLOOR LOAD BY STAIR FROM BACK OF HO
NORMAL FLOOR LOAD
(1) Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required
at dropped supports. The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point
loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of
duration and may not be the most CRITICAL case when designing the supporting member below.
SUPPORTS: INPUT BEARING REACTIONS(lbs. )
WIDTH LENGTH L1VElDEADITOT. PLY DEPTH DETAIL OTHER
1 Pocket, Conc.lBlock 3.50" 2.25" 3511/975/4486 1 11.9" Detail A3 1.25" LSL Rim
2 Column 3.50" 4.615" 9326/2789/12115 1 11.9" Detail B3
3 Column 3.50" 4.333" 8989 /2386/11375 1 11.9" Detail B3
4 Column 3.50" 3.727" 7847 /1937 / 9783 1 11.9" Detail B3
5 Column 3.50" 5.707" 11333/3648/14981 1 11.9" Detail B3
6 Column 3.50" 4.893" 9953/2892/12845 1 11.9" Detail B3
7 Column 3.50" 4.188" 8826/2166/10992 1 11.9" Detail B3
8 Column 3.50" 4.592" 9320/2734/12053 1 11.9" Detail B3
9 Pocket, Conc.lBlock 3.50" 2.25" 3549 / 984 / 4533 1 11.9" Detail A3 1.25" LSL Rim
- See T J SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, 83.
- Bearing length requirement exceeds input at support(s) 2, 3, 4, 5, 6, 7, 8. Supplemental hardware is required to satisfy bearing
requirements.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Pro 1M and T J-Beam 1M are trademarks of Trus Joist .
M icrollam@ is a registered trademark of Trus Joist.
"').
l.J </iwl.t!!Lnw,~,
T J-Beam™ v5.55 Serial Number: 700116996
BEAMUSA 1111 8/4/01 9:41 :53 AM
Page 2 of 2 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 8286 7033 7897 Passed(89%)
Moment(ft-Ib) 13462 13462 17848 Passed(75%)
Live Defl.(in) 0.133 0.300 Passed(U814)
Total Defl.(in) 0.162 0.450 Passed(U667)
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- The load conditions considered in this design include alternate and adjacent member skip loading.
MAIN BEAM AT CENTER OF HOUSE
2 PCS of 1.75" X 11.875" 1.9E Microllam@ LVL
LOCATION
Lt. end Span 5 under Floor ADJACENT span loading
Rt. end Span 4 under Floor ADJACENT span loading
MID Span 5 under Floor ALTERNATE span loading
MID Span 5 under Floor ALTERNATE span loading
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Pro TM and T J-Beam TM are trademarks of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
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T J-Beam TM v5.55 Serial Number: 700116996
BEAMUSA 1111 8/4/01 9:29:15AM 1.75" X 14" 1.9E Microllam@ LVL
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
BEAM CARRYING BEAM FROM STAIRWAY JOIST
J
[1l~
I
~
.....
L
~[2l
17' 4 3/4"
~
Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: l' 4"
Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(lbs.) Floor(1.00) 1920 617 13'11/4" Adds to POINT LOAD FROM BEAM AT STAIR
SUPPORTS:
1 2x6 Plate
2 Beam
INPUT
WIDTH
5.50"
3.50"
BEARING
LENGTH
4.25"
2.25"
REACTIONS(lbs.)
L1VElDEADITOT.
937/351/1288
1911/662/2573
PLY DEPTH
1 14.0"
1 14.0"
DETAIL
Detail A3
Detail A3
OTHER
1.25" LSL Rim
1.25" LSL Rim
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 2560 2462 4655 Passed(53%) Rt. end Span 1 under Floor loading
Moment(ft-Ib) 9915 9915 12129 Passed(82%) MID Span 1 under Floor loading
Live Defl.(in) 0.458 0.563 Passed(U442) MID Span 1 under Floor loading
Total Defl.(in) 0.620 0.845 Passed(U327) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
aT J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-Pro TM and T J-Beam™ are trademarks of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
A'^' ~7~-+
.,,~ -#~ ~~~(,.~
TJ-Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 8/4/01 9:29:15AM
Page 1 of 1
Member Information:
BENJ, CARRYING BENJ, FROM STAIRWAY JOIST
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Max. Vertical Reaction Total(lb)
Live(lb)
Required Bearing Length (in)
Max. Unbraced Length (in)
Floor loading on all members, LDF
Shear (lb)
Reaction(lb)
Moment (ft-lb)
Live Defl.lin)
Total Den. (in)
Dead load, LOF 0.90
Shear(lb)
Reaction (lb)
Moment (ft-lb)
1288
937
1. 73 (W)
Supplemental Report for
1.75" X 14" 1.9E Microllam@ LVL
16'-10.75"
1. 00
1262
1288
2573
1911
1. 96 (S)
32
-2560
2573
9915
0.458
0.620
343 -659
351 662
2523
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Pro~ and TJ-Beam~M are trademarks of Trus Joist .
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
~. t,~.+ ,1'.
Q'1iw~~_,
TJ-BeamThl v5.55 Serial Number: 700116996
BEAM USA 1111 8/4/01 8:50:02 AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6112 Overall Dimension = 20' 7 1/4"
\ 1-
[1]~ [2] ~ ~[3]
.
BEAM IN BASEMENT CARRYING ROOF TRUSSES ABOVE
2 Pcs of 1.75" X 14" 1.9E Microllam@ LVL
"
All dimensions are horizontal.
10'
10' 7 1/4" "
Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 14'
Loads(psf): 30 Live at 115% duration; 17 Dead; and:
TYPE CLASS LIVE DEAD LOCATION
Uniform(plf) Floor(1.00) 80 24 0 to 20' 7 1/4"
Uniform(plf) Snow(1.15) 54 16 Ot020'71/4"
APPLICATION
Adds to
Adds to
COMMENT
WALL LOAD
FLOOR LOAD
SUPPORTS:
1
2
3
INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH L1VE/DEAD/TOT. PLY DEPTH
2x6 Plate 5.50" 5.5" 2338/1232/3570 1 14.0"
Column 3.50" 4.187" 6969/4021/10990 1 14.0"
Beam 3.50" 3.5" 2459/1333/3792 1 14.0"
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): R 1, R7.
_ Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements.
DETAIL
Detail R 1
Detail R7
Detail R1
OTHER
SB Shear Blocking
SB Shear Blocking
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 5621 4474 10706 Passed(42%)
Moment(ft-Ib) 11083 11083 27897 Passed(40%)
Live Defl.(in) 0.068 0.522 Passed(U999+)
Total Defl.(in) 0.100 0.696 Passed(U999+)
- Deflection Criteria: ST ANDARD(LL: L/240, TL:U180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise.
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
- The load conditions considered in this design include Altemate member loading.
LOCATION
Lt. end Span 2 under Snow Roof loading
Rt. end Span 1 under Snow Roof loading
MID Span 2 under Snow Roof ALTERNATE span loading
MID Span 2 under Snow Roof ALTERNATE span loading
Proper attachment and
ADDITIONAL NOTES:
_ IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
aT J Associate.
_ Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J-BeamThl is a trademark of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
t'L (., !1b
~~~~~~~.-
Supplemental Report for
TJ-Beam v5.55 Serial Number: 700116996 2 Pes of 1.75" x 14" 1.9E Mierollam@ LVL
BEAM USA 1111 8/4101 8:50:02 AM
Page 1 of 1
Member Information:
BEAM IN BASEMENT CARRYING ROOF TRUSSES ABOVE
Project Information:
RICHARD . PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
9'- 8.00"
10'- 5.25"
Max. Vertical Reaction Total (lb)
Live(lb)
Required Bearing Length(in)
Max. Unbraced Length(in)
3570
2338
2.40 (W)
Snow Roof loading
Shear lIb)
Reaction lIb)
Moment (ft-lb)
Li ve Defl. I in)
Total Defl. I in)
on all members, LDF = 1.15
3076
3367
5415
0.035
0.055
Snow Roof ALTERNATE
Shear lIb)
Reaction (lb)
Moment Ift-1b)
Live Defl.(in)
Total Defl. (in)
10990
6969
4.19 (S)
32 32
-5369 5621
10990
-11083
3792
2459
1. 50 IS)
32
-3497
3643
7001
0.055
0.087
span loading on odd # members, LDF = 1.15
3279 -5166 3988
3570 9154
6152 -9125
0.049
0.069
-2239
2346
Snow Roof ALTERNATE
Shear(lb)
Reaction (lb)
Momentlft-lb)
Live Defl. (in)
Total Defl. (in)
4203
0.015
0.047
span loading on even # members, LDF = 1.15
1898 -3869 5472
2110 9341
3019 -9527
-0.013
0.025
7610
0.068
0.100
Floor loading on all members, LDF
Shear (lb)
Reaction(lb)
Moment (ft-lb)
Live Defl. lin)
Total Defl. (in)
1. 00
1407
1540
2477
0.005
0.025
Floor ALTERNATE
Shear{lb)
Reaction lIb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. lin)
span loading on odd # members,
1436
1570
2581
0.007
0.027
Floor )\]'TERNATE
Shear (lb)
Reacti on (lb)
Momentlft-1b)
Live Defl. (in)
Total Defl. (in)
span loading on even # members,
1237
1370
2127
-0.002
0.021
Dead load, LDF
Shear lIb)
Reaction (lb)
Momentlft-lb)
0.90
-2456 2571
5027
-5070
LDF = 1. 00
-2427 2335
4762
-4787
LDF = 1. 00
-2239 2550
4789
-4845
-3646
3792
-1600
1666
3202
0.008
0.040
-1418
1485
2796
0.002
0.034
-1621
1688
3289
0.010
0.042
1125 -1964 2057 -1280
1232 4021 1333
1981 -4055 2561
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Beam~ is a trademark of Trus Joist .
t"'-. .l, J :JL.
*'~~wZ~&.l."" BEAM CARRYING CUT OFF JOIST BY STAIRWAY
TJ-Beam™ v5.55 Selial Number: 700116996
BEAM USA 1111 8/4/01 9:24:06AM 1.75" X 14" 1.9E Microllam@ LVL
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
J
i
[1} ':'.
1
~
12'
1-
j
:::, 1[2]
1
"
Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 8'
loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition
SUPPORTS:
1 Parallam@ PSL, PPCB
2 Parallam@ PSl, PPCB
INPUT
WIDTH
3.50"
3.50"
BEARING
LENGTH
Hanger
Hanger
REACTIONS(lbs.)
L1VE/DEADfTOT.
1920/617/2537
1920 1617 12537
PLY DEPTH
1 14.0"
1 14.0"
DETAil
Detail H1
Detail H1
OTHER
- See T J SPECIFIER'S 1 BUILDER'S GUIDES for detail(s): H1.
HANGERS: Simpson Strong-Tie Connectors@
REVERSE TF T.F.
MODEL SLOPE SKEW FLANGES OFFSET SLOPE
left Top WP14 No N/A No 0
Right Top WP14 No N/A No 0
- Nailing: Left (WP14) - Face: N/A, Top: 2-N10, Member: 2-N10
- Nailing: Right (WP14) - Face: N/A, Top: 2-N10, Member: 2-N10
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 2413 1920 4655 Passed(41%) Lt. end Span 1 under Floor loading
Moment(ft-Ib) 6888 6888 12129 Passed(57%) MID Span 1 under Floor loading
Live Defl.(in) 0.187 0.381 Passed(L/734) MID Span 1 under Floor loading
Total Defl.(in) 0.247 0.571 Passed(U556) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE lUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business. T J_ProTM and T J-Beam™ are trademarks of Trus Joist,
Microllam@ and Parallam@ are registered trademarks of Trus Joist.
Simpson Strong-Tie Connectors@ is a registered trademark of Simpson strong-Tie Company. Inc.
~ j.l Ji-
~~~~~~~-
TJ.Beam v5.55 Serial Number: 700116996
BEAMUSA 1111 8/4/01 9:24:06 AM
Page 1 of 1
Member Information:
BEAM CARRYING CUT OFF JOIST BY STAIRWAY
Supplemental Report for
1.75" X 14" 1.9E Microllam@ LVL
Project Information:
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 23$-3080
(920) 2353061
11'- 5.00"
Max. Vertical Reaction Total (lb)
Live (lb)
Required Bearing Length(in)
Max. Unbraced Length (in)
2537
1920
1.84 (T)
2537
1920
1.84 (T)
32
Floor loading on all members, LDF
Shear (lb)
Reaction (lb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. (in)
1.00
2413
2537
-2413
2537
6888
0.187
0.247
Dead load, LDF 0.90
Shear (lb)
Reaction (lb)
Moment (ft-lb)
587 -587
617 617
1674
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ and Parallam@ are registered trademarks of Trus Joist .
TJ-Pro'" and TJ-Beam~ are trademarks of Trus Joist .
Simpson Strong-Tie Connectors@ is a registered trademark of Simpson Strong-Tie Company, Inc.
e. c) f':.
~~l.~_~"
TJ-Beam™ v5.55 Serial Number: 700116996
BEAM USA 1111 8/4/01 9:44:20AM
Page 1 of 1 Build Code: 146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
BEAM AT REAR OF HOUSE
2 Pcs of 1.75" X 9.5" 1.9E Microllam@ LVL
8'
[3]rn
e
Overall Dimension = 24'
I_
t I [4]
I
8' e
Product Diagram is Conceptual.
I
wit
I
"
8'
[2]8
e
LOADS:
Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 12' 6"
Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition
SUPPORTS: INPUT BEARING REACTIONS(lbs. )
WIDTH LENGTH L1VEIDEADfTOT. PLY DEPTH DETAIL OTHER
1 Pocket, ConcJBlock 3.50" 2.25" 1848 1523 12371 1 9.5" Detail A3 1.25" LSL Rim
2 Column 3.50" 3.5" 4740/1387/6128 1 9.5" Detail B3
3 Column 3.50" 3.5" 4740/1387/6128 1 9.5" Detail B3
4 Pocket, Conc.lBlock 3.50" 2.25" 1848 I 523 12371 1 9.5" Detail A3 1.25" LSL Rim
- See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3, B3.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
Shear(lb) 3174 2556 6318 Passed(40%)
Moment(ft-Ib) 4636 4636 11775 Passed(39%)
Live Defl.(in) 0.079 0.261 Passed(U999+)
Total Deft.(in) 0.097 0.392 Passed(U970)
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise.
positioning of lateral bracing is required to achieve member stability.
- The load conditions considered in this design include alternate and adjacent member skip loading.
LOCATION
Rt. end Span 1 under Floor ADJACENT span loading
Rt. end Span 1 under Floor ADJACENT span loading
MID Span 1 under Floor ALTERNATE span loading
MID Span 1 under Floor ALTERNATE span loading
Proper attachment and
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this
software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product
application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by
a T J Associate.
- Not all products are readily available. Check with your supplier or T J technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code BOCA analyzing the T J Residential product listed above.
- Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
RICHARD & PAT BRAASCH
3300 HARBOR BAY DRIVE
OSHKOSH, WI
OPERATOR INFORMATION:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright @ 2000 by Trus Joist. a Weyerhaeuser Business. TJ-Pro™ and TJ-Beam"" are trademarks of Trus Joist.
Microllam@ is a registered trademark of Trus Joist.
e>"' ~~. ~. c:~
~~z~~._
Supplemental Report for
2 Pes of 1.75" x 9.5" 1.9E Mierollam@ LVL
TJ-Beam v5.55 Serial Number: 700116996
BEAM USA 1111 8/4/01 9:44:20 AM
Page 1 of 1
Member Information:
BEAM AT REAR OF HOUSE
Project Information:
RICHARD & PAT BRAASCH
3300 ~~RBOR BAY DRIVE
OSHKOSH, WI
Operator Information:
NOFFKE LUMBER INC
RUSS HINTZE
1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
7'-10.00" 8'- 0.00" 7'-10.00"
Max. Vertical Reaction Total lIb) 2371 6128 6128 2371
Live (lb) 1848 4740 4740 1848
Required Bearing Length(in) 1.50(S) 2.33(S) 2.33 (S) 1.50(S)
Max. Un braced Length (in) 32 32 32 32 32
Floor loading on all members, LDF
Shear lIb)
Reaction (lb)
Moment Ift-lb)
Live Defl. (in)
Total Defl. (in)
Floor ALTERNATE
Shear lIb)
Reaction(lb)
Momentlft-lb)
Live Defl. (in)
Total Defl. (in)
Floor ALTERNATE
Shear (lb)
Reaction(lb)
Momentlft-lb)
Live Defl. (in)
Total Defl. (in)
Floor ADJACENT
Shear lIb)
Reaction lIb)
Moment (ft-lb)
Live Defl. lin)
Total Defl. I in)
Floor ADJACENT
Shear (lb)
Reaction (lb)
Moment (ft-lb)
Live Defl. (in)
Total Defl. (in)
Dead
Shear
React
Momen
oad, LDF
Ib)
on (lb)
(ft-lb)
1. 00
2055
2165
3204
0.055
0.073
span loading on odd # members,
2261
2371
3879
0.079
0.097
-3108 2637
5745
-4124
LDF = 1.00
-2902
3539
-2511
-2637 3108
5745
-4124
1149
0.009
0.012
637
-637 2902
3539
-2511
LDF = 1.00
-3174 2954
6128
-4636
3004
0.048
0.065
LDF = 1.00
-891 2319
3211
-2097
-751
1387
774 -996
Copyright @ 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam@ is a registered trademark of Trus Joist .
TJ-Pro'" and TJ-Beam'" are trademarks of Trus Joist .
-1237
-0.050
-0.047
span loading on even # members, LDF = 1.00
290 -957 2637 -2637
317 3593 3593
265 -2609 2664 -2609
-0.026 0.059
-0.015 0.062
span loading over support # 2,
1990
2100
span loading over support # 3,
356
382
397
-0.018
-0.009
0.90
496
523
-2319
3211
-2097
1983
0.035
0.038
-2954 3174
6128
-4636
1983
0.035
0.038
637
-637
1387
278 -996
-2055
2165
3204
0.055
0.073
-2261
2371
3879
0.079
0.097
957 -290
317
265
-0.026
-0.015
891 -356
382
397
-0.018
-0.009
-1990
2100
3004
0.048
0.065
751
-496
523
774
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""'" ONAL l~~t"'.,
~III.'~
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STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS
AND DAMAGED OR MISSING CHORD SPLICES
ST-REP01A
MiTek Industries, Inc. Chesterfield:Mo:..
TOTAL NUMBER OF I MAXIMUM FORCE LBS 15% LOAD DURATION
NAILS ON EACH SIDE I X (INCHES) SYP DF SPF HF
OF BREAK' : I
2X4 ! 2X6 2X4;2X6 2X4!2X6 2X4 i2X6! 2X4 2X6
.-.---.
I I .
14 21 24" 1740 ! 2610 1605 . 2407 1360 2040 1386 2079
18 27 30" 2237l 3356 2063 3095 1749 2623 1782 2673
,
22 33 36" 2735 !4102 2522 3783 2138 3206 2178 3267
26 39 42" 3232 I 4848 2981 4471 2526 3790 2574 3861
30 45 48" 3729 5594 3440 5159 2915 4373 2970 4455
. DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF TRUSS
C NTERED ON B K OR SPLICE) WI CONSTR~. r:,.II~HESIVE A;;~ o~ ~MMON WIRE NAILS
o WS FOR 2X 4, HREE ROWS FOR 2X 6) 3" O.C. STAG~ERED AS SHOW . (.148" DIA.X3")
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED {2". (C = PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS:
L (2)X+C
~9l
-ro
G&i{~
f)lItL~ ;;:J--~.v.
OS crrJ..- s j~
d- j1/~
, - 10d NAIL NEAR SIDE
+ - lOd NAIL FAR SIDE
TRI.JSS CONFIGURATION AND BREAK
LOCATIONS FOR IUUSTRATION ONl.. Y
/
6'MIN
THE LOCATION OF A BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE TO REPAIR JOINT SPLICES.
NOTES:
1. THIS is A SPECiFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION
OF THE TRUSS IS UNDAMAGED. THE Er-mRE TRUSS SHALL BE INSPEcnED TO VERIFY THAT NO. FURTHER REPAIRS ARE REQUIRED. WHEN THE
REQUIRED REPAIRS ARE PROPERLY APPLIED. THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED ON THE ORIGINAL ENGINEERED DRAWING.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE OURING APPLiCATION OF REPAIR.
3. THE END DISTANCE. EDGE DISTANCE. AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMME""DED TO A VOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES INTHE2X ORIENTATION ONLY
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREEBROKEN MEMBERS. .
A WARNING - Verify design pa.........te... cmd READ NCYrES ON THIS AND REVERSE SlDE BEFORE USI!:.
Design valid lor use only wnh MlTek connectors. This deslgn Is based only upon parameters shown, and Is 101 an individual building component to be
Installed and loaded vertically. AppllcabMny 01 design parameters and proper incorporation 01 component Is responslbDny of building designer - not truss
designer. Bracing shown Is lor lateral support of individual web members only. Addnlonal temporary bracing 10 Insure stablDly during construction Is the
responsibility of the erector. Addnlonal permanent bracing 01 the overaD structure Is Ihe responslbllUy of the building designer. For general guidance
,egordlng fabrication. quality control, storage. deDvery. erection and bracing. consun QST-88 QualHy standard, 058-89 Bracing Speclllcallon, and HIB-91
L Handling Installing and Bracing Recomm4Kldatlon available Irom Truss Plate Institute. 583 D'Onolrlo Drive. Madison, WI 53719.
Mli@
MiTek@