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Home My WebLink About0127435-Building (roof/siding) e CITY OF OSHKOSH No OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2616 B FOND DU LAC RD Owner JOHN R1GINA M EIDEN Create Date 127435 10/23/2007 Designer Contractor RAEHL REMODELING CONSTRUCTION Category 141 - Exterior Remodeling Plan Type . Building o Sign o Canopy o Fence o Raze Class of Const: Size Rooms Height Ft. D Projection I - Bedrooms Stories Canopies - Baths Signs - Zoning Unfinished/Basement Sq. Ft. Finished/Living Sq.Ft. Garage Sq.Ft. Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature SFRllnstalling a pitched roof over the existing flat roof of the house. The trusses are required to be properly anchored to the top plates of of Work he house. All headers are required to be sized to carry all loads imposed. The house will also be sided with vinyl siding. "This permit oes not include any electrical work in association with the siding work. HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation Issued By: ~5rl-- $45,000.00 Plan Approval $0.00 Permit Fee Paid $223.00 Park Dedication $0.00 Date 10/23/2007 Final/O.P. 00/00/0000 D Permit Voided I Parcelld # 1413343300 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement h~lder(S) and to s;:.ure a .Y7cejsary ~prov~fore ~.Jing such activity. Signature ~ ~ /~~ Date Agent/Owner 1/?/~.4yt:7 Address 2047 MCGANN RD NEENAH WI 54956 - 0000 Telephone Number 722-6673 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. d a~ ~' Z .~ ~ , ... a -°~ \ ~ 0 .J ~- C. ~ ~~ ~3 a ~,~c ~~~ ~ ~ ~ ~ ~ ~ "~ ~ N 2 ~u~ti-c~-t~~u t i ru uy ~ ~° t kh~ ~trr~u~i hk~;; ;`v.o, yll.""[~jh~~~~ ! ~~, UUh ~~ ~j~/~~ John & Gina Eiden f/~~~ Bus;n~ Header #1 TJ-Beam 6 25 Serial Number User:, ,U/5/2007,2:s9:U0Ph1 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 7 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: oM2 Roof Slope0ih2 All dimensions are horizontal. ~ ~. ~.._; Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 15.0 0 To 5' 1" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 60.0 30.0 0 To 5' 1" Adds To new gable end load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 229 / 169 / 0 / 398 By Others None 2 Trimmers 1.50" 1.50" 229 / 169 / 0 / 398 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 398 -258 2021 Passed (13%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 506 506 3944 Passed (13%) MID Span 1 under Snow loading Live Load Defl (in) 0.004 0.169 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.007 0.254 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and fingerjoints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright ~ 2006 by True doiaC, a Weyerhaeuser euaineae ~~ ~j'~/~~ John & Gina Eiden f~A "~'~ > Header #1 TJ-Beam 6.25 Serial Number. User:1 10/5/200712:59:ooPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: ', OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 '~ chuckn@noffkelumber.com i Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Business ~~~~ John & Gina Eiden AVIEyafianuerBusincss Header #1 TJ-Beam 6.25 Serial Number. User: t 10/5/200712:59:OOPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 F~gine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 1.00" Max. Vertical Reaction Total (lbs) 398 398 Max. Vertical Reaction Live (lbs) 229 229 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 61 ', Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 110 -110 Max Shear at Support (lbs) 169. -169 Member Reaction (lbs) 169 169 Support Reaction (lbs) 169 169 Moment (Ft-Lbs) 215 Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 258 -258 Max Shear at Support (lbs) 398 -398 Member Reaction (lbs) 398 398 Support Reaction (lbs) 398 398 Moment (Ft-Lbs) 506 Live Deflection (in) 0.004 Total Deflection (in) 0.007 PROJECT INFORMATION: ', OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business ~j~/~~,y~~` John & Gina Eiden f~A "~~ ~;n~ Header #2 TJ-Beam®6.25 Serial Number. User:1 10/5/20071:02:21 PM 2 Pcs of 1 1/2", x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: O-MF Roof SlopeQM2 a a ~~. ~...~ All dimensions arc horizontal Product Diagram is Conceptual. LOADS: ', Analysis is for a Drop Beam Member. Tributary Load Width: 1' ', Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: , Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 30.0 0 To 2' 7" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 60.0 30.0 0 To 2' 7" Adds To new gable end load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 116 / 105 / 0 / 222 By Others None 2 Trimmers 1.50" 1.50" 116 / 105 ! 0 / 222 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control '; Location Shear (Ibs) 222 -68 2021 Passed (3%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 143 143 3944 Passed (4%) MID Span 1 under Snow loading Live Load Defl (in) 0.000 0.086 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.001 0.129 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lapjoints, splices and fingerjoints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noftke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Bvaineea #J'fo« John & Gina Eiden ', pya~g~;,~ Header#2 TJ-eeart~ 6.25 Serial Number. user:, ,0/5!2007,:02:2, PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. i -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ~ 2006 by Trus Joiat, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke nof&e lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com ~j'~/~~ John & Gina Eiden ' fiA ~B,u,,,~ Header #2 j TJ-Beam® 6.25 Serial Number User:, 10/5/2007,:02:2, PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 625.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 7.00" Max. Vertical Reaction Total (lbs) 222 222 Max. Vertical Reaction Live (lbs) 116 116 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 31 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 32 -32 ': Max Shear at Support (lbs) 105 -105; Member Reaction (lbs) 105 105 Support Reaction (lbs) 105 105 Moment (Ft-Lbs) 68 , Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 68 -68 Max Shear at Support (lbs) 222 -222, Member Reaction (lbs) 222 222 Support Reaction (lbs) 222 222 Moment (Ft-Lbs) 143 Live Deflection (in) 0.000 Total Deflection (in) 0.001 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelumber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~~ ~j~/~~ John & Gina Eiden f/A~>~B„5,,,~ Header #3 TJ-Beam 6.25 Serial Number. User:, 10/5/20071:12:17PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED M~eml~er Slope: OIM2 Roof Slape0~12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Snow(1.15) 97.0 48.0 0 To 4' 3" Adds To Uniform(plf) Snow(1.15) 585.0 293.0 0 To 4' 3" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1513 / 771 / 0 / 2284 2 Trimmers 1.50" 1.50" 1513 / 771 / 0 / 2284 -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2284 -1321 2021 Passed (65%) Moment (Ft-Lbs) 2426 2426 3944 Passed (62%) Live Load Defl (in) 0.017 0.142 Passed (U999+) Total Load Defl (in) 0.025 0.213 Passed (U999+) b- ~ ~~• _~ Product Diagram is Conceptual. Comment existing ceiling joist load new roof load Detail Other By Others None By Others None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkel u mber.com Copyright ° 2006 by Trus Joiat, a Weyerhaeuser Business ~,''~«v John & Gina Eiden A~rB,u;n~ Header #3 TJ-Beam 6.25 Serial Number. User:, 10/5/20071:12:17PM 2 Pcs of 1 1/2" x 9 114" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu tuber. com ~j~/~~ John & Gina Eiden f/A~rB,~,n~ Header #3 TJ-Beam 6.25 Serial Number: User:, 10/5/20071:12:,7PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 4' 3.00" Max. Vertical Reaction Total (lbs) 2284 2284 Max. Vertical Reaction Live (lbs) 1513 1513 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 51 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 446 -446! Max Shear at Support (lbs) 771 -7711 Member Reaction (lbs) 771 771 Support Reaction (lbs) 771 771 Moment (Ft-Lbs) 819 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lba) 1321 -1321! Max Shear at Support (lbs) 2284 -2284! Member Reaction (lbs) 2284 2284 Support Reaction (lbs) 2284 2284 Moment (Ft-Lbs) 2426 Live Deflection (in) 0.017 Total Deflection (in) 0.025 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~nofflcelumber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~~ ~~-~/~~~` John & Gina Eiden '~/A "'~~~;,,~ Header #4 TJ-Beam®6 25 Serial Number user:, 10/s/20077:14:O6PM 2 Pcs of 1 1/2" x 9114" 1.6E Solid Sawn Douglas Fir #2 Page 7 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roofi Slope0M2 .All dimensions are horizontal. 0 LOADS: Product Diagram is Conceptual. Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plfl Snow(1.15) 97.0 48.0 0 To 3' 7" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 585.0 293.0 0 To 3' 7" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1276 / 650 / 0 / 1925 By Others None 2 Trimmers 1.50" 1.50" 1276 / 650 / 0 / 1925 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1925 -963 2021 Passed (48%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1725 1725 3944 Passed (44%) MID Span 1 under Snow loading Live Load Defl (in) 0.008 0.119 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.013 0.179 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ° 3006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com ~~ ~~~'~~`' John & Gina Eiden '// "°~~,h,~,L~r sus;, Header #4 TJ-Beam® 6.25 Serial Number. User:t 10/5/20071:14:06PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noftkelumber.com Copyright a 2006 by Trua Joist, a Weyerhaeuser Business ~,''~ew John & Gina Eiden A~Eyed~aaerBus;nc~ Header #4 TJ-Beam 6.25 Serial Number. user:l 10/5/20071:14:06PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 7.00" Max. Vertical Reaction Total (lbs) 1925 1925 Max. Vertical Reaction Live (lbs) 1276 1276 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 43 Loading on all spans, LD F = 0.90 1.0 Dead ', Shear at Support (lbs) 325 -325 Max Shear at Support (lbs) 650 -650''.. Member Reaction (lbs) 650 650 Support Reaction (lbs) 650 650 Moment (Ft-Lbs) 582 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 963 -963 Max Shear at Support (lbs) 1925 -1925' Member Reaction (lbs) 1925 1925 Support Reaction (lbs) 1925 1925 Moment (Ft-Lbs) 1725 Live Deflection (in) 0.008 Total Deflection (in) 0.013 PROJECT INFORMATION: I OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelumber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business ~~ ~j-~/~~ John & Gina Eiden s' YA"~'7 Header#5 TJ-Beam 6.25 Serial Number: User:, 10/snoo71:15:55PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Pape 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OJM2 Roof Slope0M2 '~ I 'a a ~~. ~..~ All dimensions are horizontal. Product Diagram is Ctsnceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 97.0 48.0 0 To 2' 3" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 585.0 293.0 0 To 2' 3" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 801 / 408 / 0 / 1209 By Others None 2 Trimmers 1.50" 1.50" 801 / 408 / 0 / 1209 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control ' Location Shear (Ibs) 1209 -246 2021 Passed (12%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 680 680 3944 Passed (17%) MID Span 1 under Snow loading Live Load Defl (in) 0.001 0.075 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.002 0.112 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: 'i OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 ch uckn Q noffkel u tuber. com '~ Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~j~/~~ John & Gina Eiden YA~~B151,,~ Header#5 TJ-Beam 6.25 Serial Number. u5e~:, 10/5/20071:15:55PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: I OPERATOR INFORMATION: i chuck noffke noffke lumber inc. 145 kaukauna st. I'i menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknta~noffkelumber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~J~/~~ John & Gina Eiden YA~r~;~ Header #5 TJ-Beam 6.25 Serial Number. user:, 10/s/20071:15:55PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 3.00" Max. Vertical Reaction Total (lbs) 1209 '1209 Max. Vertical Reaction Live (lbs) 801 ' '801 Required Bearing Length in 1.50(W) '1.50(W) Max. Unbraced Length (in) ',27 ~~ Loading on all spans, LD F = 0.90 1.0 Dead 'I Shear at Support (lbs) 83' -83 Max Shear at Support (lbs) 408 -40.8 Member Reaction (lbs) 408 408 Support Reaction (lbs) 408 408 Moment (Ft-Lbs) 229 Loading on all spans, LDF = 1.15 1.0 Dead + 1.Q Floor + 1.0 Snow Shear at Support (lbs) 246 -246 Max Shear at Support (lbs) 1209 -1209 Member Reaction (lba) 1209 1209 Support Reaction (lbs) 1209 ', 1209 Moment (Ft-Lbs) 680 Live Deflection (in) 0.001 Total Deflection (in) .0.002 PROJECT INFORMATION: OPERATOR INFORMATION: chuck nofflce noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelumber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business '. ~ .~~ ~j-~/~~ John & Gina Eiden YA~„r,,,~~B~;,~ Header#6 TJ-Beam 6.25 Serial Number. User., 10/5/20071:24:24PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: O«"12 Roofi Slope0M2 All dimensions are horizontal. '~ 2^ ~- 3' 3'"-~ Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' '~ Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 88.0 44.0 0 To 3' 3" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 585.0 293.0 0 To 3' 3" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) .Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1142 / 583 / 0 / 1725 By Others None 2 Trimmers 1.50" 1.50" 1142 / 583 / 0 / 1725 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control ', Location Shear (Ibs) 1725 -774 2021 Passed (38%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1402 1402 3944 Passed (36%) MID Span 1 under Snow loading Live Load Defl (in) 0.006 0.108 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.008 0.162 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and fingerjoints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkel umber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Busineeal ~~ ~j~/~~ John & Gina Eiden f/A„u~B,~,n~ Header #6 TJ-Bearn®6.25 Serial Number. User:, 10/5/2007,:24:25PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS-THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel umber.com ~~ ~J~/~~ John & Gina Eiden YA~rB„ Header #6 TJ-Bearn® 6.25 Serial Number. User:, ,0/5/2007 ,:24:25 PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 3.00" Max. Vertical Reaction Total (lbs) 1725 1725 Max. Vertical Reaction Live (lbs) 1142 1142 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 39 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 261 -261 Max Shear at Support (lbs) 583 -583 Member Reaction (lbs) 583 583 Support Reaction (lbs) 583 583 Moment (Ft-Lbs) 473 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 774 -774 Max Shear at Support (lbs) 1725 -172.5 Member Reaction (lbs) 1725 .1725 Support Reaction (lbs) 1725 1725 Moment (Ft-Lbs) 1402 ', Live Deflection (in) 0.006 Total Deflection (in) 0.008 ', PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber. com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business ~j~/~~ John & Gina Eiden YA~~rB,~;,,~ Header #7 TJ-Beam 6 25 Serial Number. user:, ,0!5/2007,:26:3, PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Memfaer Slope: 0112 Roof Slope0M2 All dimensions are horiz8ntal. '~ 2^ LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Product Diagram is t:r~nceptual. Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 13.0 7.0 0 To 3' 3" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 60.0 30.0 0 To 3' 3" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 167 / 95 / 0 / 263 ! By Others None 2 Trimmers 1.50" 1.50" 167 / 95 / 0 1 263 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 263 -118 2021 Passed (6%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 213 213 3944 Passed (5%) MID Span 1 under Snow loading Live Load Defl (in) 0.001 0.108 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.001 0.162 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). ', -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and fingerjoints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(a~ noffkelu tuber. com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~~ ~J~/~~ John & Gina Eiden f~A~>,~B,u,,,~ Header #7 TJ-Beam 6.25 Serial Number. User:, ,0/5/2007,:26:3, PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. I PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkel umber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~~~~ John & Gina Eiden A~~;,,~ Header #7 TJ-Beam 6.25 Serial Number. User: 1 10/5/20071:26:31 PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 3.00"' Max. Vertical Reaction Total (lbs) 263 ''263 Max. Vertical Reaction Live (lbs) 167 '167 Required Bearing Length in 1.50(W) ~,1.50(W) Max. Unbraced Length (in) 39 ~I Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 43 -43 Max Shear at Support (lbs) 95 -95 Member Reaction (lbs) 95 ', 95 Support Reaction (lbs) 95 ', 95 Moment (Ft-Lbs) 77 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 118 -118 Max Shear at Support (lbs) 263 -263 Member Reaction (lbs) 263 ;263 Support Reaction (lbs) 263 263 Moment (Ft-Lbs) 213 Live Deflection (in) 0.001 Total Deflection (in) 0.001 ', PROJECT INFORMATION: Copyright ° 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 Kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu m ber.com ~~ ~'~~ John & Gina Eiden nur Buses Header #8 & #9 TJ-Beam 6.25 Serial Number. User:t 10/5/20071:30:52PM 2 Pcs of 1 112" x 11 114" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0l'12 Roof Slope0l12 I ~d ~. ~.. i All dimensions are horizr~ntal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 13.0 7.0 0 To 8' 6" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 60.0 30.0 0 To 8' 6" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions pbs) ' Detail Other Width Length Live/Dead/Uplift/Total 1 .Trimmers 3.00" 1.50" 438 / 255 / 0 / 693 By Others None 2 Trimmers 3.00" 1.50" 438 / 255 / 0 / 693 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 672 -499 2458 Passed (20%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1387 1387 5306 Passed (26%) MID Span 1 under Snow loading Live Load Defl (in) 0.019 0.275 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.030 0.412 Passed (L/999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:L/360,TL:V240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ~ 7006 by Trua Joiat, a weyerhaeuaer suainesa OPERATOR INFORMATION:. chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn aQnoffkelumber.com ~~ ~j'~/~~ John & Gina Eiden f/A~,t„~,~r> Header #8 & #9 TJ-Beam® 6.25 Serial Number. User:, 10/sn0071:30:52PM 2 Pcs of 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Enfline Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel umber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~~ ~j~/~~ John & Gina Eiden YA„~B,,,;,,~ Header #8 & #9 TJ-Beam® 6.25 Serial Number. User:, 10/srzoo71:30:52PM 2 Pcs of 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 3.00" Max. Vertical Reaction Total (lbs) 693 .693 Max. Vertical Reaction Live (lbs) 438 438 Required Bearing Length in 1.50(W) '1.50(W) Max. Unbraced Length (in) 102 Loading on all spans, LDF = 0.90 1.0 Dead ', Shear at Support (lbs) 184 -184 Max Shear at Support (lbs) 248 -248 Member Reaction (lbs) 248 ',248 Support Reaction (lbs) 255 255 Moment (Ft-Lbs) 511 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 499 -499 Max Shear at Support (lbs) 672 -672 Member Reaction (lbs) 672 .672 Support Reaction (lba) 693 693 Moment (Ft-Lba) 1387 Live Deflection (in) 0.019 Total Deflection (in) 0.030 PROJECT INFORMATION: Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn aQnoffkelumber.com ,~ ~j~~~ John & Gina Eiden f/A~~ Header#10 TJ-Beam 6 25 Serial Number user:, 10/5/2007,:36:03PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Memf2er Slope: QN12 Roof SlopeQM2 ~^ ~-3' q°~b All dimensions are horizantal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 117.0 58.0 0 To 3' 1" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 410.0 205.0 0 To 3' 1" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 859 / 439 / 0 / 1297 By Others None 2 Trimmers 1.50" 1.50" 859 / 439 / 0 / 1297 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1297 -544 2021 Passed (27%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1000 1000 3944 Passed (25%) MID Span 1 under Snow loading Live Load Defl (in) 0.004 0.103 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.005 0.154 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lapjoints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business ~~'f«a John & Gina Eiden Av~,~„~.~~B,u;~ Header#10 TJ-Beam 6.25 Serial Number: User:, ,0/5/2007 ,:36:03 PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 625.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(a~noffkelumber.com ~~r~/~~ John & Gina Eiden ~/A~rBns;n~ Header#10 TJ-Beam® 6.25 Serial Number. User:, 10/5/20071:3s:03PM 2 Pcs of 1 1/2" x 9114" 1.6E Solid Sawn Douglas Fir #2 Page3 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 1.00" Max. Vertical Reaction Total (lbs) 1297 1297 Max. Vertical Reaction Live (lbs) 859 859 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 37 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 184 -184 Max Shear at Support (lbs) 439 -439 Member Reaction (lbs) 439 439 Support Reaction (lbs) 439 439 Moment (Ft-Lbs) 338 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 544 -544 Max Shear at Support (lbs) 1297 -1297 Member Reaction (lbs) 1297 1297 Support Reaction (lbs) 1297 1297 Moment (Ft-Lbs) 1000 Live Deflection (in) 0.004 Total Deflection (in) 0.005 PROJECT INFORMATION: Copyright ~ 2006 by Trus Joiet, a Weyerhaeuser Business ~, OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com ~j~/~~ John & Gina Eiden f~AVra,s;,,~ Header#11 TJ-Beam® 6.25 Serial Number. User:, 10l5n0071:39:44PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Enplne Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: Oi"12 Roof Slope0M2 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Snow(1.15) 13.0 7.0 0 To 3' 5" Adds To Uniform(plf) Snow(1.15) 128.0 64.0 0 To 3' 5" Adds To 1^ 2^ d- 3. 5.. _~ Product DiaDram is Conceptual. Comment existing ceiling joist load new roof load Other SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 292 / 158 / 0 / 450 2 Trimmers 1.50" 1.50" 292 / 158 / 0 / 450 Detail By Others None By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 450 -214 2021 Passed (11 %) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 385 385 3944 Passed (10%) MID Span 1 under Snow loading Live Load Defl (in) 0.002 0.114 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.003 0.171 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(a~noffkelu mber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~j-~/~r~ John & Gina Eiden f~A ""~r~,~ Header #11 TJ-Beam 6.25 Serial Number. User:, ,0l5/20071:39:44PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelu mber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Buaineae J~ ~ John & Gina Eiden ®~ ~ /~~- YA~B,u;,,~ Header #11 TJ-Beam 6.25 Serial Number. ~~e~, 10/5n0077:39:44PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 5.00" Max. Vertical Reaction Total (lbs) 450 450 Max. Vertical Reaction Live (lbs) 292 292 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 41 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 75 -75 Max Shear at Support (lba) 158 -158 Member Reaction (lbs) 158 '158 Support Reaction (lbs) 158 158 Moment (Ft-Lbs) 135 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 214 -214 Max Shear at Support (lbs) 450 -450 Member Reaction (lba) 450 450 Support Reaction (lbs) 450 .450 Moment (Ft-Lbs) 385 Live Deflection (in) 0.002 Total Deflection (in) 0.003 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelumber.com Copyright ° aoo6 by True Joist, a weyerhaeueer Business ~~r~~/~~ John & Gina Eiden 'yA "°~~B,u;,~ Header #12 TJ-Beam 6.25 Serial Number. User:1 10/5/z0071:44:07PM 2 Pcs of 1 1/2" x 9114" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Raat' SlapeQM2 0 2^ ~ 3.2..E All dimensions are horiz8ntal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 76.0 38.0 0 To 3' 2" Adds To existing ceiling joist load Uniform(pif) Snow(1.15) 165.0 83.0 0 To 3' 2" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 429 / 226 / 0 / 655 By Others None 2 Trimmers 1.50" 1.50" 429 / 226 / 0 / 655 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 655 -284 2021 Passed (14%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 518 518 3944 Passed (13%) MID Span 1 under Snow loading Live Load Defl (in) 0.002 0.106 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.003 0.158 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear sVess (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business ~ John & Gina Eiden ®~ ~~~~ Header #12 Vn~ eva„~ TJ-Beam 6.25 Serial Number: user:, ,oisnoo7,:aa:o7PM 2 PCs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and wde 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkel umber.com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business ~~~a John & Gina Eiden AVtEyah~euar8usin~s Header #12 TJ-Bea,,,®6.25SerialNumber: 2 Pcs of 1 112" x 9 114" 1.6E Solid Sawn Douglas Fir #2 User: 1 10/5/2007 1:44:07 PM Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 2.00" Max. Vertical Reaction Total (lbs) 655 655 Max. Vertical Reaction Live (lbs) 429 429 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 38 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 9B -98 Max Shear at Support (lbs) 226 -226 Member Reaction (lbs) 226 226 Support Reaction (lbs) 226 226 Moment (Ft-Lbs) 179 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 284 -284 Max Shear at Support (lbs) 655 -655 Member Reaction (lbs) 655 655 Support Reaction (lbs) 655 655 Moment (Ft-Lbs) 518 Live Deflection (in) 0.002 Total Deflection (in) 0.003 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke nofflce lumber inc. 145 kaukauna st. menasha, WI 54952 ', Phone : (920p25-2665 Fax :(920)725-8509 chuckn~noffkelumber.com i Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business ', ~j~~/~~ John & Gina Eiden ', YA~,u„~rB,~;~ Header#13 TJ-Beam 6.25 Serial Number: User:, ,0l5l20071:47:39PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Merriiher Slrspe: OM2 Root' S1ape0M2 '~ ^ 2^ ~~.~..~ All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' ', Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plfj Snow(1.15) 63.0 31.0 0 To 2' 1" Adds To Uniform(pif) Snow(1.15) 483.0 242.0 0 To 2' 1" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 600 / 307 / 0 / 907 2 Trimmers 1.50" 1.50" 600 / 307 / 0 / 907 Product Diagram is Conceptual. Comment existing ceiling joist load new roof load Other Detail By Others None By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 907 -127 2021 Passed (6%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 472 472 3944 Passed (12%) MID Span 1 under Snow loading Live Load Defl (in) 0.001 0.069 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.001 0.104 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Buaineae ~~ ~j~/~r~'~` John & Gina Eiden s' fin ~~,a<„~ s,~„~ Header #13 TJ-Beam 6.25 Serial Number. u~:, 10/Sn0071:47:39PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 8.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. ', 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelumber.com Copyright c 2006 by True Joiet, a Weyerhaeuser Buaineea ~1 ~.w John & Gina Eiden A~rB,~;,,~ Header #13 ', TJ-Bearn® 6.25 Serial Number. user:, 10/5/20071:47:39PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group '' 2' 1.00" Max. Vertical Reaction Total (lbs) 907 907 Max. Vertical Reaction Live (lbs) 600 600 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 25 '. Loading on all spans, LDF = 0.90 1.0 Dead i Shear at Support (lbs) 43 -43 ', Max Shear at Support (lbs) 307 -307 Member Reaction (lbs) 307 ' 307 Support Reaction (lbs) 307 307 Moment (Ft-Lbs) 160 I Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 127. -127 Max Shear at Support (lbs) 907 -907 Member Reaction (lbs) 907 907 Support Reaction (lbs) 907 907 Moment (Ft-Lbs) 472 Live Deflection (in) 0.001 Total Deflection (in) 0.001 PROJECT INFORMATION: Copyright ° 2006 by Trus Joist, a Weyerhaeuser easiness OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chu ckn(c~ noffkel u m ber. com . ~ - J ®III~ vn~ sum H TJ-eeatn®6.25 Serial Number: User: 1 10/52007 1:50:36 PM 2 Page 1 Engine Version: 6.25.71 THIS PR CONTRO Member Slope: 0172 Root' SlapeOT'i2 ohn & Gina Eiden Bader #14 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 ODUCT MEETS OR EXCEEDS THE SET DESIGN LS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. 0 2^ ~ 3' g••~ Product Diagram i$ t:+snceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 63.0 31.0 0 To 3' 5" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 483.0 242.0 0 To 3' S" Adds To new roof load SUPPORTS: '' Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 984 / 503 / 0 / 1487 By Others None 2 Trimmers 1.50" 1.50" 984 / 503 / 0 / 1487 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others'. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1487 -707 2021 Passed (35%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1270 1270 3944 Passed (32%) MID Span 1 under Snow loading Live Load Defl (in) 0.006 0.114 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.008 0.171 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel u mber.com ~~ ~~~~ _AIXCyerhYUSer Busuxs TJ-Beam 6.25 Serial Number. User: 1 10/52007 1:50:36 PM Page 2 En®ine Version: 6.25.71 John & Gina Eiden Header #14 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~ John & Gina Eiden '! ®~ ~~/~~- f~A~~Bus;,~ Header#14 TJ-Beam® 6.25 Serial Number. user:, 10/Sn0071:50:36PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 5.00" Max. Vertical Reaction Total (lbs) 1487 1487 Max. Vertical Reaction Live (lbs) 984 984 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 41 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 239 -239 Max Shear at Support (lbs) 503 -503 Member Reaction (lbs) 503 503 Support Reaction (lbs) 503 503 Moment (Ft-Lbs) 430 Loading on all spans, LDF 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 707 -707 Max Shear at Support (lba) 1487 -1487 Member Reaction (lbs) 1487 1487 Support Reaction (lbs) 1487 1487- Moment (Ft-Lbs) 1270 Live Deflection (in) 0.006 Total Deflection (in) 0.008 I I PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noftke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~j-~/~~ John & Gina Eiden f/AV~„~„urB„S;~ Header#15 IN b TJ-Beam 6.25 Sena um er. user:, 10/5/20071:52:OBPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OlM2 R4ofi SlopetlM2 D 2^ All dimensions ere horizan3al. Product Diagram is Conceptual. I LOADS: ~'~ Analysis is for a Drop Beam Member. Tributary Load Width: 1' ', Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 63.0 31.0 0 To 3' 5" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 483.0 242.0 0 To 3' 5" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 984 / 503 / 0 / 1487 By Others None 2 Trimmers 1.50" 1.50" 984 / 503 / 0 / 1487 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control ' Location Shear (Ibs) 1487 -707 2021 Passed (35%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1270 1270 3944 Passed (32%) MID Span 1 under Snow loading Live Load Defl (in) 0.006 0.114 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.008 0.171 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): Ail compression edges (top and bottom) must be braced at 3' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn aQnoffkelumber.com Copyright a 2006 by Trus Joist, a Weyerhaeuser Business ~~ ~j~ ~ John & Gina Eiden AV:Ey~erh~eucerl3ussua Header#15 TJ-Beam 6.25 Serial Number. User:1 10/5/20071:52:08PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck not&e noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber.com Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Business ~~~a John & Gina Eiden ', AVUyah~eu~erBusin<ss Header #15 TJ-Beam® 6.25 Serial Number. User:1 ,0/5/20071:52:OBPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 5.00" Max. Vertical Reaction Total (lbs) 1487 1487 Max. Vertical Reaction Live (lbs) 984 984 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 41 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 239 -239 Max Shear at Support (lbs) 503 -503 Member Reaction (lbs) 503 503 Support Reaction (lbs) 503 503 Moment (Ft-Lbs) 430 Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 707 -707 Max Shear at Support (lbs) 1487 -1487 Member Reaction (lbs) 1487 1487 Support Reaction (lbs) 1487 1487 Moment (Ft-Lbs) 1270 Live Deflection (in) 0.006 Total Deflection (in) 0.008 PROJECT INFORMATION: Copyright ° 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noflke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@nofflcelumber.com ~~ ~~~/~~,.~~' John & Gina Eiden ~, ~/A "%„~„~r 8asi~ Header #16 TJ-Beam®6.25 Serial Number. User:1 10/5/20071:56:O6PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0M2 '1^ ', d g.~.. i All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 13.0 7.0 0 To 8' 1" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 143.0 71.0 0 To 8' 1" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 3.00" 1.50" 752 / 403 1 0 / 1154 By Others None 2 Trimmers 3.00" 1.50" 752 / 403 / 0 / 1154 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1119 -863 2021 Passed (43%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 2191 2191 3944 Passed (56%) MID Span 1 under Snow loading Live Load Defl (in) 0.050 0.261 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.076 0.392 Passed (0999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu tuber. com Copyright ° 2006 by Tzus Joist, a Weyerhaeuser Suelnese ~1~•- John & Gina Eiden A~B,~;,,,~ Header #16 TJ-Beam 6.25 Serial Number. User:, 10/5/20071:5s:06PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com ~J~,w~* John & Gina Eiden A~,B„5;,,~ Header#16 TJ-Beam 6.25 Serial Number. user., 10/5/2007,:56:O6PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ', 7' 10.00" Max. Vertical Reaction Total (lbs) 1154 1154 Max. Vertical Reaction Live (lbs) 752 752 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 97 ', Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 301 -301 Max Shear at Support (lbs) 390 -390 Member Reaction (lbs) 390 390 Support Reaction (lbs) 403 403 Moment (Ft-Lbs) 764 ', Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 863 -863 Max Shear at Support (lbs) 1119 -1119 Member Reaction (lba) 1119 1119 Support Reaction (lbs) 1154 1154 Moment (Ft-Lbs) 2191 Live Deflection (in) 0.050 Total Deflection (in) 0.076 PROJECT INFORMATION: Copyright ~ Z006 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck not&e noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~ noffkelu mber.com ~~~~~ John & Gina Eiden AV(EyrthanturBusincs Header #17 TJ-Beartt® 6.25 Serial Number. User:1 10/5/20072:01:SSPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page , Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 011E Raaf 51ape0112 2^ All dimensions are harizoriital. Product Diagram is Canceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 75.0 38.0 0 To 2' 8" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 120.0 60.0 0 To 2' 8" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 300 / 159 / 0 / 459 By Others None 2 Trimmers 1.50" 1.50" 300 / 159 / 0 ! 459 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 459 -151 2021 Passed (7%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 306 306 3944 Passed (8%) MID Span 1 under Snow loading Live Load Defl (in) 0.001 0.089 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.001 0.133 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical toads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and fingerjoints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright C 3006 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQ noffkelu mber.wm ~~ ~~a~ Yn~~ au TJ-Beam® 6.25 Serial Number. User. 1 10/5/2007 2:01:55 PM Page 2 Engine Version: 6.25.71 John & Gina Eiden Header#17 2 Pcs of 1 112" x 91/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business ~J ~~ John & Gina Eiden ', Aug„ 5;,~ Header #17 TJ-Beart~ 6.25 Serial Number: User:, 10/5/20072:01:55PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 8.00" Max. Vertical Reaction Total (lbs) 459 459 Max. Vertical Reaction Live (lbs) 300 300 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 1.0 Dead !~ Shear at Support (lbs) 52 -52' Max Shear at Support (lbs) 159 -159 Member Reaction (lbs) 159 159 Support Reaction (lbs) 159 159 Moment (Ft-Lbs) 106 ', Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 151 -151 Max Shear at Support (lbs) 459 -459 Member Reaction (lbs) 459 459 Support Reaction (lbs) 459 459 Moment (Ft-Lba) 306 Live Deflection (in) 0.001 Total Deflection (in) 0.001 PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Bueinesa OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel umber.com ..~~ ~~~/~~ John & Gina Eiden '{/q "'~~rg,u;,~ Header #18 TJ-Beam® 6.25 Serial Number: user:, ,0/5/20072:, 3:54 PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof Slope0M2 7^ ~ 2^ b 73' II" 1 All dimensions are horizoirttal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 13.0 7.0 0 To 13' 9" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 150.0 75.0 0 To 13' 9" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 3.00" 1.50" 1327 / 730 / 0 / 2057 L2 None 2 Trimmers 3.00" 1.50" 1327 / 730 / 0 / 2057 L2 None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): L2 DESIGN CONTROLS: Maximum Design Control Control ', Location Shear (Ibs) 2019 -1745 7265 Passed (24%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 6816 6816 13541 Passed (50%) MID Span 1 under Snow loading Live Load Defl (in) 0.320 0.450 Passed (U507) MID Span 1 under Snow loading Total Load Defl (in) 0.495 0.675 Passed (U327) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 9" o/c 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 (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com Copyright ° a0o6 by Trua Joist, a Weyerhaeuser Business Microllama is a registered trademark oL True Joist. ~~ ~~ ~ John & Gina Eiden Header #18 II AV&yci,ueuicr Business TJ-Beam 6.25 Serial Number: User:, 10/5/20072:13:54PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 6.00" Max. Vertical Reaction Total (lbs) 2057 2057 Max. Vertical Reaction Live (lbs) 1327 1327 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 165 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 619' -619 Max Shear at Support (lbs) 717 -717 Member Reaction (lbs) 717 717 Support Reaction (lbs) 730 730 Moment (Ft-Lbs) 2419 Loading on all spans, LDF = 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 1745 -1745 Max Shear at Support (lbs) 2019 -2019 Member Reaction (lbs) 2019 2019 Support Reaction (lbs) 2057 2057 Moment (Ft-Lbs) 6816 Live Deflection (in) 0.320 Total Deflection (in) 0.495 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 ch uckn@ noffkel u m ber. com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business Microllam• is a registered trademark o£ Trus Joist. ~j~/~~ John & Gina Eiden ~/A~B„s;,,~ Header#19 5 I N be TJ-Beam® 6.2 Sena um r. User:, 10/5/20072:21:39PM 2 Pcs of 1 1/2" x 11 114" 1.6E Solid Sawn Douglas Fir #2 Paget Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OiM2 Roof SlopedM2 0 ' 2^ ~ ~. ~.. i All dimensi8ns are horizontal Praduet Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 75.0 38.0 0 To 9' 6" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 120.0 60.0 0 To 4' 6" Adds To new roof load Uniform(plf) Snow(1.15) 255.0 128.0 4' 6" To 9' 6" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 3.00" 1.50" 1242 / 662 / 0 / 1904 By Others None 2 Trimmers 3.00" 1.50" 1570 / 828 / 0 / 2398 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others' DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -2329 -1746 2458 Passed (71%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 4941 4941 5306 Passed (93%) MID Span 1 under Snow loading Live Load Defl (in) 0.086 0.308 .Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.132 0.463 Passed (0841) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com ~~ ~~~/~~ John & Gina Eiden ~I f/AV~,y„urB„5;,,«~ Header #19 , TJ-Beam 6.25 Serial Number. user, 10/5/20072:21:39PM 2 Pcs of 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel umber.com Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Hueineae ' ~J~~ John & Gina Eiden A~rgm;,~ Header#19 TJ-Beam 6.25 Serial Number. User:, 10/6n0072:21:39PM 2 Pcs of 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 3.00" Max. Vertical Reaction Total (lbs) 1904 2:398 Max. Vertical Reaction Live (lbs) 1242 1570 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 100 i Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 519 -603'.. Max Shear at Support (lbs) 647 -804: Shear Within Span (lba) 118 Member Reaction (lbs) 647 804 Support Reaction (lbs) 662 8,28 Moment (Ft-Lbs) 1709 Loading on all spans, LDF = 1.15 1.0 Dead + 1.O ,Floor + 1.0 Snow Shear at Support (lbs) 1493 -1746 Max Shear at Support (lbs) 1861 -2329 Shear Within Span (lbs) 347 Member Reaction (lbs) 1861 2329 Support Reaction (lbs) 1904 2398 Moment (Ft-Lbs) 4941 Live Deflection (in) 0.086 Total Deflection (in) 0.132 ~ PROJECT INFORMATION: Copyright ~ 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noiflce noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkel umber.com 1/ ~~~ i~~ John & Gina Eiden I~~ ~~'% Header #20 TJ-eearn® 6.25 Serial Number. User:, 10/S/20072:24:50PM 2 Pcs of 1 1/2" x 9 114" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Memher Slope: OJM2 Roof Slope0M2 '~ 0 d ~,, b.. 9n L All dimensions are horizontal. Product Dra~ram ~s Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 13.0 7.0 0 To 6' 9" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 60.0 30.0 0 To 6' 9" Adds To ', new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 3.00" 1.50" 348 / 198 / 0 /545 By Others None 2 Trimmers 3.00" 1.50" 348 / 198 / 0 /545 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others'. DESIGN CONTROLS: j Maximum Design Control Control ', Location Shear (Ibs) 525 -380 2021 Passed (19%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 853 853 3944 Passed (22%) MID Span 1 under Snow loading Live Load Defl (in) 0.013 0.217 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.021 0.325 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn cQnoffkelumber.com OPERATOR INFORMATION: Copyright ° 2006 by True J°iat, a Weyerhaeuser Business ~~~~ John & Gina Eiden p~~g~;,,~ Header#20 TJ-Beam 6.25 Serial Number. user:, 10/5/20072:24:SOPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Verson: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S !BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright o 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com ~~ ~j~/~~ John & Gina Eiden f/A~>,~sus;n~ Header #20 TJ-Beam 6.25 Serial Number: User:, ,0/5/20072:24:SOPM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 6.00" Max. Vertical Reaction Total (lbs) 545 545 Max. Vertical Reaction Live (lbs) 348 3.48 h 1 50 (W) 1 50(W) Required Bearing Lengt in Max. Unbraced Length (in) 81 Loading on all spans, LDF = 0.90 1.0 Dea d ~I Shear at Support (lbs) 138' -138, Max Shear at Support (lbs) 190 -190, Member Reaction (lbs) 190 ' 1.90 Support Reaction (lbs) 198 198 Moment (Ft-Lbs) 309 i Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 .Floor + 1.0 Snow Shear at Support (lbs) 380 -380 Max Shear at Support (lbs) 525 -525 Member Reaction (lbs) 525 525 Support Reaction (lbs) 545 545 Moment (Ft-Lbs) 853 Live Deflection (in) 0.013 Total Deflection (in) 0.021 ', PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Bus~inesa ~~~~~ J i~pV~Eyeifi~euser &uu~ess H TJ-Bearn®6.25 Serial Number. User: 7 10/5/2007 2:26:52 PM 2 Page 1 Engine Version: 8.25.71 THIS PR CONTRO Member Slope: OM2 Root' SlopeQiM2 ohn & Gina Eiden Bader #21 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 ODUCT MEETS OR EXCEEDS THE SET DESIGN LS FOR THE APPLICATION AND LOADS LISTED 0 d- 3.3.. ~ All dimensi8ns are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' , Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Uniform(plf) Snow(1.15) 13.0 Uniform(pif) Snow(1.15) 60.0 SUPPORTS: Input Bearing Width Length 1 Trimmers 1.50" 1.50" 2 Trimmers 1.50" 1.50" Dead Location Application Comment 7.0 0 To 3' 3" Adds To I, existing ceiling joist load 30.0 0 To 3' 3" Adds To ' new roof load i Vertical Reactions (Ibs) Detail Other Live/Dead/U plift/Total 167 / 95 / 0 / 263 By Others None 167 / 95 / 0 / 263 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control ' Location Shear (Ibs) 263 -118 2021 Passed (6%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 213 213 3944 Passed (5%) MID Span 1 under Snow loading Live Load Defl (in) 0.001 0.108 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.001 0.162 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). ', -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ~ -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ° 2006 by Trua Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com ~~ ~~~M~' John & Gina Eiden ~/A V°w~t„~, B,~;,,~ Header #21 TJ-Beam 6.25 Serial Number. User:, 10/5/20072:26:52PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelu tuber. com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business ~~ ~J~/~~ John & Gina Eiden YA~r Header #21 TJ-Beant® 6.25 Serial Number. User:1 10lsnoo72:26:52PM 2 Pcs of 1 1/2"'x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ', 3' 3.00" Max. Vertical Reaction Total (lbs) 263 263 Max. Vertical Reaction Live (lbs) 167 167 Required Bearing Length in 1.50( W) 1.50(W) Max. Unbraced Length (in) 39 Loading on all spans, LDF = 0.90 1.0 Dead ~~ Shear at Support (lbs) 43 -43 Max Shear at Support (lbs) 95 -95' Member Reaction (lbs) 95 95 Support Reaction (lbs) 95 I 95 Moment (Ft-Lbs) 77 Loading on all spans, LDF = 1.15 1.0 Dead + 1.OIFloor + 1.0 Snow Shear at Support (lbs) 118 -118 Max Shear at Support (lbs) 263 -263 Member Reaction (lbs) 263 263 Support Reaction (lbs) 263 263 Moment (Ft-Lbs) 213 Live Deflection (in) 0.001 Total Deflection (in) 0.001 ~ PROJECT INFORMATION: Copyright ° 2006 by Trus Joiet, a Weyezhaeueer Sueineae OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkel u mber.com -AV~yerhuus~r Busuuss Fi TJ-Beam 6.25 Serial Number: User: 1 10!5/2007 2:29:08 PM 2 Page 1 Engine Version: 6.25.71 THIS PR CONTRO Member Slope: OM2 Roof SlopetlM2 ohn & Gina Eiden Bader #22 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 ODUCT MEETS OR EXCEEDS THE SET DESIGN LS FOR THE APPLICATION AND LOADS LISTED i All dimensions are horizontal. ' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 141.0 71.0 0 To 3' 7" Adds To existing ceiling joist load Uniform(pif) Snow(1.15) 60.0 30.0 0 To 3' 7" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal ., 1 Trimmers 1.50" 1.50" 414 / 220 / 0 1 634 By Others None 2 Trimmers 1.50" 1.50" 414 / 220 / 0 / 634 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: '~ Maximum Design Control Control '' Location Shear (Ibs) 634 -317 2021 Passed (16%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 568 568 3944 Passed (14%) MID Span 1 under Snow loading Live Load Defl (in) 0.003 0.119 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.004 0.179 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been wnsidered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ° 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 Kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com ~~ ~j~/~~ John & Gina Eiden ~ YA~y~,u„~8,~,~ Header #22 TJ-eeam® 6.25 Serial Number: User:, 10/5/20072:29:08PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: ', -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. j -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 ch uckn@ noffkel u m ber. wm Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business ~j~/~~ John & Gina Eiden YA "'~'~ ~ 8,~;,,~ Header #22 TJ-Beam 6.25 Seriat Number. user., ,O~s/20072:29:O6PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 7.00" Max. Vertical Reaction Total (lbs) 634 634 Max. Vertical Reaction Live (lbs) 414 414 Required Bearing Length in 1.50 (W) 1'.50(W) Max. Unbraced Length (in) 43 Loading on all spans, LDF = 0.90 1.0 Dead ~ Shear at Support (lba) 110 -110'. Max Shear at Support (lbs) 220 -220', Member Reaction (lbs) 220 220 Support Reaction (lbs) 220 220 Moment (Ft-Lbs) 197 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 317 -317' Max Shear at Support (lbs) 634 -634'.. Member Reaction (lbs) 634 634 Support Reaction (lbs) 634 634 Moment (Ft-Lbs) 568 Live Deflection (in) 0.003 Total Deflection (in) 0.004 ', PROJECT INFORMATION: OPERATOR INFORMATION: chuck noftke noffke lumber inc. i 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 ~~ chuckn@noffkelumber.com I Copyright t 2006 by True Joist, a Weyerhaeuser Business '' .~~ ~j~/~r,~" John & Gina Eiden f/AVv~axnx~ > Header #23 TJ-Beam®6 25 Serial Number User:, 10/5/20072:32:0, PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Root' Slope0M2 0 0 ,6` 3" '~••-mod All dimensions are horizontal. ~, Product Diagram is Conceptual. LOADS: i Analysis is for a Drop Beam Member. Tributary Load Width: 1' ', Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 76.0 38.0 0 To 3' 7" Adds To existing ceiling joist load Uniform(plf) Snow(1.151 482.0 241.0 0 To 3' 7" Adds To ' new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1054 / 539 ! 0 / 1592 By Others 2 Trimmers 1.50" 1.50" 1054 / 539 / 0 / 1592 By Others -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1592 -796 2021 Passed (39%) Moment (Ft-Lbs) 1426 1426 3944 Passed (36%) Live Load Defl (in) 0.007 0.119 Passed (U999+) Total Load Defl (in) 0.010 0.179 Passed (U999+) Other None None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber. com Copyright ~ 1006 by Trua Joist, a Weyerhaeuser Business ~~~ ~~- ~-~ John & Gina Eiden . ~.~.~._ ® A~rB„S;n~ Header #23 TJ-Beam 6.25 Serial Number: ' User:, 10/5/20072:32:02PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Pa e 2 En ine Version' 6 25 71 9 9 • ~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Tres Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQnoffkelumber.com Copyright ° 1006 by True Joist, a Weyerhaeuser Bueinese ~~~ John & Gina Eiden nv:Eyertun,.ur susinas Header#23 TJ-Beart~ 6.25 Serial Number. User:, 10/5/20072:32:02PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 7.00" Max. Vertical Reaction Total (lbs) 1592 1592 Max. Vertical Reaction Live (lbs) 1054 1054 Required Bearing Length in 1.50(W) 1J50(W) Max. Unbraced Length (in) 43 i Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 269 -2691 Max Shear at Support (lbs) 539 -5391 Member Reaction (lbs) 539 539 Support Reaction (lbs) 539 539 Moment (Ft-Lbs) 482 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 796 -796. Max Shear at Support (lbs) 1592 -1592, Member Reaction (lbs) 1592 1592 Support Reaction (lbs) 1592 1592 Moment (Ft-Lbs) 1426 Live Deflection (in) 0.007 ~~ Total Deflection (in) 0.010 PROJECT INFORMATION: Copyright ° 2006 by Trus Joist, a Weyerhaeuser Bueineas OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(c~ noffkelu mber.com ~~ ~~~/~~ John & Gina Eiden ', f/A~rB1S1t1~ Header#24 ; TJ-Beam 6.25 Serial Number. User:, ,0/5/20072:3a:39PM 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Root' Slope0M2 7^ 2^ ~ 71' 14" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 76.0 38.0 0 To 11' 10" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 482.0 241.0 0 To 11' 10" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 3.00" 2.01" 3479 / 1807 / 0 / 5286 L2 None 2 Trimmers 3.00" 2.01" 3479 / 1807 / 0 / 5286 L2 None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): L2 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 5175 -4179 9081 Passed (46%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 14985 14985 20525 Passed (73%) MID Span 1 under Snow loading Live Load Defl (in) 0.285 0.386 Passed (U487) MID Span 1 under Snow loading Total Load Defl (in) 0.434 0.579 Passed (U320) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 1" o/c 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 (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical Tepresentative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION- chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser 8ueinesa Microllam• is a registered trademark of Trua Joiet. f«~a John & Gina Eiden A~B„S;,,i Header#24 TJ-Beam 6.25 Serial Number. user:, ,0/5rzoo72:3a:39PM 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 7.00" Max. Vertical Reaction Total (lbs) 5286 5286 Max. Vertical Reaction Live (lbs) 3479 3479 Required Bearing Length in 2.01 (W) 2.O1(W) Max. Unbraced Length (in) 109 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 1429 -1429. Max Shear at Support (lbs) 1769 -1769',: Member Reaction (lbs) 1769 1769 Support Reaction (lbs) 1807 1807 Moment (Ft-Lbs) 5123 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 4179 -4179' Max Shear at Support (lbs) 5175 -5175 Member Reaction (lbs) 5175 5175 Support Reaction (lbs) 5286 5286 Moment (Ft-Lbs) 14985 Live Deflection (in) 0.285 Total Deflection (in) 0.434 PROJECT INFORMATION: Copyright ° 2006 by True Joist, a Weyerhaeuser 13ueineea Microllam° is a registered trademark of True Joist. OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com ~~~- John & Gina Eiden ~.~.. ® ;~ nv:c~~rsus~ Header #25 TJ-Beam® 6.25 Serial Number. user:l 10/5/20072:41:59PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Root' S1ape0iM2 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Snow(1.15) 88.0 44.0 0 To 3' 7" Adds To Uniform(pif) Snow(1.15) 482.0 241.0 0 To 3' 7" Adds To, SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1075 /549 / 0 / 1624 2 Trimmers 1.50" 1.50" 1075 /549 / 0 / 1624 0 ,~ 3. ~..-,t, pradu~ct Diagram is Conceptual. Comment existing ceiling joist load new roof load Other Detail By Others None By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (ibs) 1624 -812 2021 Passed (40%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1455 1455 3944 Passed (37%) MID Span 1 under Snow loading Live Load Defl (in) 0.007 0.119 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.011 0.179 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkel umber.com CoPYright ~ a006 by True Joiet, a Weyerhaeuser Bueinesa ~ John & Gina Eiden ®~ ~~~~~ Hader #25 f~nv~,a~ sum e TJ-Beam 6.25 Serial Number. User:, 10/5/20072:4,:59PM 2 Pcs of 1 1/2" x 9 114" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQ noffkelu mber.com Copyright ~ 2006 by True Joist, a weyerhaeueer Business ~~ ~j~/~~ John & Gina Eiden YAK Header#25 TJ-Beart~ 6.25 Serial Number. User:, 10/snoo72:41:59PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 7.00" Max. Vertical Reaction Total (lba) 1624 1624 Max. Vertical Reaction Live (lbs) 1075 1075 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 43 Loading on all spans, LDF = 0.90 1.0 Dead ', Shear at Support (lbs) 275 -275 Max Shear at Support (lbs) 549 -549 Member Reaction (lbs) 549 549 Support Reaction (lbs) 549 549 Moment (Ft-Lbs) 492 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 812 -812 Max Shear at Support (lbs) 1624 -1624 Member Reaction (lbs) 1624 1624 Support Reaction (lbs) 1624 1624 Moment (Ft-Lbs) 1455 Live Deflection (in) 0.007 Total Deflection (in) 0.011 ~; PROJECT INFORMATION: OPERATOR INFORMATION: chuck noftke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber. com Copyright ° 3006 by True Joist, a Weyerhaeuser Business ~j~/~~ John & Gina Eiden f~A~~;,,~ Header#26 TJ-Beam 6.25 Serial Number. user:, 10/5/20072:53:14PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OiM2 Roaf 51ope0iM2 ', a a ~~. ~..~ All dimensions are horizontal. ', Prvdu~ct Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 105.0 53.0 0 To 3' 3" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 482.0 241.0 0 To 3' 3" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1003 / 513 / 0 / 1515 By Others None 2 Trimmers 1.50" 1.50" 1003 / 513 / 0 / 1515 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1515 -680 2021 Passed (34%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1231 1231 3944 Passed (31 %) MID Span 1 under Snow loading Live Load Defl (in) 0.005 0.108 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.007 0.162 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelu mber.com Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~j~/~~ John & Gina Eiden YA~B„5;,,~ Header#26 TJ-Bearn®6.25 Serial Number. User:, 10/s/2oo72:53:14PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(a~ noffkelumber. com Copyright ~ 2006 by Trus Joiet, a Weyerhaeuser Business ~J~~ John & Gina Eiden A~„~B„g„~, Header#26 TJ-Beam 6.25 Serial Number: User:1 10l5noo72:53:14PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid. Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 3.00" Max. Vertical Reaction Total (lbs) 1515 1515 Max. Vertical Reaction Live (lbs) 1003 1003 Required Bearing Length in 1.50(W) 1'.50(W) Max. Unbraced Length (in) 39 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 230 -230' Max Shear at Support (lbs) 513 -513' Member Reaction (lbs) 513 513 Support Reaction (lbs) 513 513 Moment (Ft-Lba) 417 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 680 -680 Max Shear at Support (lbs) 1515 -1515 Member Reaction (lbs) 1515 1515 Support Reaction (lba) 1515 1515 Moment (Ft-Lba) 1231 Live Deflection (in) 0.005 Total Deflection (in) 0.007 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com i Copyright ~ 2006 by True Joist, a Weyerhaeuser Business ~~-~/~~,;~ John & Gina Eiden ~/A "'~~ ~;,,~ Header #27 TJ-Bearn®6.25 Serial Number. user:, ,0/5/20072:59:5, PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Siope: OM2 Roof 51opeU~12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Primary Load Group -Snow (psf): 30.0 Vertical Loads: Type Class Live [ Uniform(plf) Snow(1.15) 75.0 Uniform(pif) Snow(1.15) 585.0 SUPPORTS: ary Load Width: 1' at 115 % duration, 15.0 Dead Pra~du~ct Diagram is CBnceptual. Location Application Comment 0 To 9' Adds To ' existing ceiling joist load 0 To 9' Adds To new roof load Input Bearing Ve ical Reactions (Ibs) Detail Other Width Length Li /Dead/Uplift/Total 1 Trimmers 3.00" 1.79" 31 5 / 1598 / 0 / 4703 L2 None 2 Trimmers 3.00" 1.79" 31 5 / 1598 ! 0 / 4703 L2 None -See TJ SPECIFIER'S /BUILDERS GUI E for detail(s): L2 DESIGN CONTROLS: Maximum Desi n Control Control ' Location Shear (Ibs) 4573 -361 7265 Passed (50%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 10003 1000 13541 Passed (74%) MID Span 1 under Snow loading Live Load Defl (in) 0.21 0.292 Passed (U487) MID Span 1 under Snow loading Total Load Defl (in) 0.32 0.438 Passed (U321) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U36i -Bracing(Lu): All compression edges (top bracing is required to achieve member st -Design assumes adequate continuous I~ ADDITIONAL NOTES: -IMPORTANT! The analysis presented be accomplished in accordance with TJ and stated dimensions have been provi~ -Not all products are readily available. i -THIS ANALYSIS FOR TRUS JOIST PI -Allowable Stress Design methodology -Note: See TJ SPECIFIER'S / BUILDEF PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelumber.com ),TL:U240). and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral rbility. feral support of the compression edge. output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will roduct design criteria and code accepted design values. The specific product application, input design loads, :d by the software user. This output has not been reviewed by a TJ Associate. ieck with your supplier or TJ technical representative for product availability. )DUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. as used for Building Code IBC analyzing the TJ Distribution product listed above. i GUIDES for multiple ply connection. a a d; !y. L Copyright a 2006 by True Joist, a Weyerhaeluacr Business Microllam® is a zegietered trademark of Talus Joist. John & Gina Eiden AV(Eyerhxu~erButirrss Header#27 TJ-Beam 6.25 Serial Number: User: t ,0/5/20072:59:5, PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 2 Engine Version: 6.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ', 8' 9.00" Max. Vertical Reaction Total (lbs) 4703 4703 Max. Vertical Reaction Live (lba) 3105 3105 Required Searing Length in 1.79 (W) 1:79(W) Max. Unbraced Length (in) 108 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 1228 -1228, Max Shear at Support (lbs) 1554 -1554'.. Member Reaction (lbs) 1554 1554 Support Reaction (lba) 1598 1598 Moment (Ft-Lbs) 3399 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3615 -3615'. Max Shear at Support (lbs) 4573 -4573 Member Reaction (lbs) 4573 4573 Support Reaction (lbs) 4703 4703 Moment (Ft-Lbs) 10003 Live Deflection (in) 0.216 Total Deflection (in) 0.327 PROJECT INFORMATION: Copyright ~ 2006 by True Joie t, a Neyerhaeueer Buaineea M1CYOlldal~ 16 a regi8tered trademark O£ Trua J018t. OPERATOR INFORMATION: chuck not&e noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn(c~ noffkelumber. com ~j~r~/~~ John & Gina Eiden YA~r Header#28 TJ-Beam® 6.25 Serial Number. User:1 10/5/20073:01:22PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0M2 ~-~~ ~~~ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0. Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 75.0 38.0 0 To 4' 3" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 585.0 293.0 0 To 4' 3" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1466 / 749 / 0 / 2216 By Others None 2 Trimmers 1.50" 1.50" 1466 1 749 / 0 / 2216 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others ' DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2216 -1282 2021 Passed (63%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 2354 2354 3944 Passed (60%) MID Span 1 under Snow loading Live Load Defl (in) 0.016 0.142 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.024 0.213 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQa noffkelumber.com Copyright ° 2006 by True Joist, a Weyerhaeuser Business ~~ ~~~~/~r,.j~~- John & Gina Eiden ~', f/A "'v~„ur~' B151~ Header #28 TJ-Beam 6.25 Serial Number. User:, 10/s/zoo73:01:22PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technigl representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber.com CopyrighC ° 2006 by True Joist, s Weyerhaeuser Business ~~~~ John & Gina Eiden A~~Ey~ha~uurBus;ncs Header#28 TJ-Beam® 6.25 Serial Number: User:, 10/5/20073:01:22PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 4' 3.00" Max. Vertical Reaction Total (lbs) 2216 2216 Max. Vertical Reaction Live (lbs) 1466 1466 Required Bearing Length in 1.50 (W) 1,.50(W) Max. Unbraced Length (in) 51 Loading on all spans, LD F = 0.90 1.0 Dead ; Shear at Support (lbs) 433 -433', Max Shear at Support (lba) 749. -749 Member Reaction (lbs) 749 749 Support Reaction (lbs) 749 749 Moment (Ft-Lbs) 796 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 1282 -1282 Max Shear at Support (lbs) 2216 -2216' Member Reaction (lbs) 2216 2216 Support Reaction (lba) 2216 2216 Moment (Ft-Lbs) 2354 Live Deflection (in) 0.016 Total Deflection (in) 0.024 PROJECT INFORMATION: Copyright ® 2006 by True Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 Kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax. :(920)725-8509 chuckn~ noffkelumber.com ~~ y J~~~ J (/""'v[Eycrhaeusera,sinrss H TJ-Bearn® 6.25 Serial Number. User: 1 10/5/2007 3:02:12 PM 2 Page 1 Engine Version: 6.25.71 THIS PR Member Slope: OJM2 Rtyot' S1ope0M2 ohn & Gina Eiden Bader #29 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 ~~~ 1^ ~~~~~"~ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(pif) Snow(1.15) 75.0 38.0 0 To 2' 7" Adds To Uniform(pif) Snow(1.15) 585.0 293.0 0 To 2' 7" Adds To' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 891 / 455 / 0 / 1347 2 Trimmers 1.50" 1.50" 891 / 455 / 0 / 1347 Detail Comment existing ceiling joist load new roof load Other By Others None By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control ' Location Shear (Ibs) 1347 -413 2021 Passed (20%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 870 870 3944 Passed (22%) MID Span 1 under Snow loading Live Load Defl (in) 0.002 0.086 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.003 0.129 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): Ail compression edges (top and bottom) must be braced at 2' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lapjoints, splices and fingerjoints significantly reduce member pertormance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelu mber.com Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Business ODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~J~~ John & Gina Eiden nv~y~rn~rausin~ Header #29 TJ-Beam 6.25 Serial Number. user:, 10/5/20073:02:12PM 2 Pcs of 1 1/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION• chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber.com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business 'r~~~,~ John & Gina Eiden ~~ ~~ TJ-Beam 6.25 Serial Num~C. Busircss Header #29 User: t 10/5/20073:02:12PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Dou las Fir #2 Page 3 Engine Version: 6.25.71 9 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 7.00" Max. Vertical Reaction Total (lbs) 1347 1347 Max. Vertical Reaction Live (lbs) 891 g91 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 31 ~, Loading on all spans, LDF 0.90 1.0 Dead ' Shear at Support (lbs) 140 -140 Max Shear at Support (lbs) 455 -455 Member Reaction (lbs) 455 455 Support Reaction (lbs) 455 455 Moment (Ft-Lbs) 294 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 413 -413 Max Shear at Support (lbs) 1347 -1347. Member Reaction (lbs) 1347 1347 Support Reaction (lbs) 1347 1347 Moment (Ft-Lbs) 870 Live Deflection (in) 0,002 Total Deflection (in) 0.003 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com Copyright o 2006 by Trua Joiet, a Weyerhaeuser Buaineae John & Gina Eiden ~~~ C~ Header #30 TJ-Bearn®6.25 Serial Number Bussuu User:1 10/5/20073:03:01 PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 01M2 Roof SlopeO/72 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(pif) Snow(1.15) 75.0 38.0 0 To 3' 3" Adds To Uniform(pif) Snow(1.15) 585.0 293.0 0 To 3' 3" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 1121 / 573 / 0 / 1694 2 Trimmers 1.50" 1.50" 1121 / 573 / 0 / 1694 d--_ 3.3••____+ Product Diagram is Conceptual. Comment existing ceiling joist load new roof load Other Detail By Others None By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1694 -760 2021 Passed (38%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1377 1377 3944 Passed (35%) MID Span 1 under Snow loading Live Load Defl (in) 0.005 0.108 Passed (0999+) MID Span 1 under Snow loading Total Load Defl (in) 0.008 0.162 Passed (0999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION• OPERATOR INFORMATION• chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chucknQ noffkelu tuber. com Copyright ~ 2006 by Trus Joiat, a Weyerhaeuser Business ~~~~- John & Gina Eiden ', aV(Eycdneuursusircss Header#30 TJ-Beart~ 6.25 Serial Number. User: 1 10/5/20073:03:01 PM 2 Pes of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ techni I representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTI N VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC anal ing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION• Copyright ~ Z006 by True Joist, a Weyerhaeuser Busineae OPERATOR INFORMATION• chuck noffke noffke lumber inc. 145 kaukauna st. menasha, Wl 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@noffkelumber.com ~~ ~j~/~~ John & Gina Eiden Vn ~~~'" sns;,,~ Header #30 TJ-8eam® 6.25 Serial Number. user:, 10/5/20073:03:0, PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 3.00" Max. Vertical Reaction Total (lbs) 1694 1694 Max. Vertical Reaction Live (lbs) 1121 1121 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 39 '; Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 257 -257 Max Shear at Support (lbs) 573 -573 Member Reaction (lbs) 573 573 Support Reaction (lbs) 573 573 Moment (Ft-Lbs) 466 ', Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 760 -760 Max Shear at Support (lbs) 1694 -1694 Member Reaction (lbs) 1694 1694 Support Reaction (lbs) 1694 1694 Moment (Ft-Lbs) 1377 Live Deflection (in) 0.005 Total Deflection (in) 0.008 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber, com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business ~~ ~j~/~~~` John & Gina Eiden s~ Vn~^~/~ Header#31 TJ-Beam®6.25 Serial Number: user:, 10/5/20073:71:56PM 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OIM2 Roof Slape4M2 Z^ '` 70.2.. ~ All dimensions src horizontal. Praduict Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 57.0 28.0 0 To 10' 2" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 585.0 293.0 0 To 10' 2" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Llve/Dead/Uplift/Total 1 Trimmers 3.00" 1.97" 3416 / 1766 / 0 / 5182 L2 None 2 Trimmers 3.00" 1.97" 3416 / 1766 / 0 / 5182 L2 None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): L2 DESIGN CONTROLS: Maximum Design Control Control ' Location Shear (Ibs) 5055 -3919 9081 Passed (43%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 12532 12532 20525 Passed (61 %) MID Span 1 under Snow loading Live Load Defl (in) 0.182 0.331 Passed (U655) MID Span 1 under Snow loading Total Load Defl (in) 0.276 0.496 Passed (U432) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 2" o/c 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 (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelumber.com Copyright ° 2006 by True Joist, a Weyerhaeuser eueineas Microllam° ie aregistered trademark of Trus .7oiet. ~~'I'w~~.;X John & Gina Eiden nvurans~ Header #31 TJ-Beam 6.25 Serial Number: User:, 10/5/20073:11:56PM 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ', 9' 11.00" Max. Vertical Reaction Total (lbs) 5182 5182 Max. Vertical Reaction Live (lbs) 3416 3416 Required Bearing Length in 1.97(W) 1.97 (W) Max. Unbraced Length (in) 122 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lba) 1336 -1336 Max Shear at Support (lbs) 1723 -1723 Member Reaction (lbs) 1723 1723 Support Reaction (lbs) 1766 1766 Moment (Ft-Lbs) 4271 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3919 -3919. Max Shear at Support (lbs) 5055 -5055' Member Reaction (lbs) 5055 5055 Support Reaction (lba) 5182 5182 Moment (Ft-Lbs) 12532 Live Deflection (in) 0.182 Total Deflection (in) 0.276 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noftke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone : (920)725-2665 Fax :(920)725-8509 chuckn@ noffkelumber.com Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trua Joist. ~~ ~~ ~j~(~/~~ John & Gina Eiden f~A,~,~r 8,~,,,~ Header #32 & #33 TJ-Beam®6.25 Serial Number. user:, 10/5/20073:20:53PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 1 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof 51ope0/12 ~^ d ~. ~.. L All dimensions are horizontal. Product Diagram ie Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group -Snow (psf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 100.0 50.0 0 To 5' 1" Adds To existing ceiling joist load Uniform(plf) Snow(1.15) 150.0 75.0 0 To 5' 1" Adds To new roof load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Trimmers 1.50" 1.50" 712 / 373 / 0 / 1084 By Others None 2 Trimmers 1.50" 1.50" 712 / 373 / 0 / 1084 By Others None -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1084 -702 2021 Passed (35%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 1378 1378 3944 Passed (35%) MID Span 1 under Snow loading Live Load Defl (in) 0.013 0.169 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.020 0.254 Passed (U999+) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn~noffkelumber.com Copyright ~ 2006 by Trus Joist, a Weyerhaeuser Business ~~4~«~~X John & Gina Eiden nv~~~eu~ Header #32 & #33 j TJ-Bearn® 6.25 Serial Number: User:1 10/s/2oo73:20:53PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright ~ 2006 by Trua Joist, a Weyerhaeuser Business OPERATOR INFORMATION: chuck noffke noffke lumber inc. 145 kaukauna st. menasha, WI 54952 Phone:(920)725-2665 Fax :(920)725-8509 chuckn@ noffkelu mber.com t,~gm~X John & Gina Eiden nvuy~,~rsu=~ Header #32 & #33 TJ-Beam 6.25 Serial Number. user:, 10/5/20073:20:53PM 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 1.00" Max. Vertical Reaction Total (lbs) 1084 1084 Max. Vertical Reaction Live (lbs) 712 712 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 61 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lba) 241 -241 Max Shear at Support (lbs) 373 -373 Member Reaction (lbs) 373 373 Support Reaction (lbs) 373 373 Moment (Ft-Lbs) 474 Loading on all spans, LDF 1.15 1.0 Dead + 1.O Floor + 1.0 Snow Shear at Support (lbs) 702 -702 Max Shear at Support (lba) 1084 -1084 Member Reaction (lbs) 1084 1084 Support Reaction (lbs) 1084 ' 1084 Moment (Ft-Lbs) 1378 Live Deflection (in) 0.013 Total Deflection (in) 0.020 PROJECT INFORMATION: OPERATOR INFORMATION: chuck noffke i noffke lumber inc. 145 kaukauna st. menasha, WI 54952 ', Phone:(920)725-2665 '~ Fax :(920)725-8509 chuckn@noffkelumber.com I Copyright ° 2006 by Trua Joist, a Weyerhaeuser eueineea