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Home My WebLink About0125787-Building e OSHKOSH ON THE WATER Job Address 1155 N WESTFIELD ST CITY OF OSHKOSH No 125787 BUILDING PERMIT - APPLICATION AND RECORD Owner STEVEN UMAGGIE B FAUST Create Date 07/13/2007 Designer Contractor OWNER Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size UnfinishedlBasement Sq. Ft. Rooms Height Ft. D Projection I Finished/Living Sq. Ft. Sq.Ft. Bedrooms Stories Canopies Garage Baths Signs Foundation 0 Poured Concrete 0 Floating Slab o Concrete Block 0 Post . Pier 0 Other o Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o UselNature ~FR/ g' x 13'-6" 3 seasons room' off the side of the house. 2 - 16" piers and 12" piers will be used. of Work HV AC Contractor Plumbing Contractor Electric Contractor Issued By: Fees: Valuation , $6,000.00 Plan Approval $50.00 Permit Fee Paid $60.00 Park Dedication $0.00 Date 07/13/2007 FinaIlO.P. 00/00/0000 D Permit Voided I Parcelld # 1611870000 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 tOS"ec'~..,re~ry!nec:ssaryap~rOVals~ fO'sfci'rti.. ng su~ a~ity. <::"/ Signature ,! I .i;.l, <' ,K", I , l' Date ><:::"r-j:3t) '7- v U I AgentlOwner Address 1155 N WESTFIELD ST OSHKOSH WI 54902 - 3216 Telephone Number To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (Le. 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. flft ,. o >< -t:. ~~ x'" ~ - +;::- <>>- {\ O_ f; c::J t>J r , ! ~ 1) ~ I 0 F "t7 ti k I ~().. I ~- u.. /1 [ r~ ~..s::- 1".- I ..;... ><- ~~ I .... w t- ! 0::. rn -rO ....- it ~ f- ,.-..f- ..Q,g i If ! l' lU", u-. ><: ~ G 00 ::. ~ 1'\ ;.-- { t'~ ~ 6"::; ~ 1( F= ~ 0 .~ (). ".' 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II --t-J 'II i I I' I I I I I H ~~ /tfi U / ~_~T )< ( E). . ~. ~~ U Q 01_ If T- :~Ij1 I (1 I ~ I . t::l ~l~-.. TJ-Beam@6.25Serial Number: 7004109492 User: 1 7/13/20078:07:35 AM Page 1 Engine Version: 6.25.71 Ki6;1/f7 BEAM IN FLOOR AT ~SIDE OF ADDITION 2 Pcs of 1 1/2" X 7 1/4" 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 9. r:J. ffi~ ~~ ~ [ L ~ :[1] I 4' 6"--Q 6---4' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l' 4" Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Tapered(plf) Point(lbs) Point(lbs) Tapered(plf) Uniform(plf) Uniform(plf) Class Snow(1.15) Snow(1.15) Snow(1.15) Snow(1.15) Snow(1.15) Floor(1.00) Live 15.0 To 30.0 317 390 105.0 To 116.0 116.0 80.0 Dead 8.5 To 17.0 207 249 60.0 To 66.0 66.0 24.0 Location OTo9" Application Adds To Comment ROOF LOAD FROM ABOVE POINT LOAD FROM HEADER POINT LOAD FROM HEADER ROOF LOAD FROM ABOVE FULL LENGTH ROOF LOAD WALL LOAD 9" 5'9" 5' g' To 6' 9" 6' 9" To 9' OTo9' Adds To Adds To Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftfTotal 1 Wood column 3.50" 1 .50" 527 1228 I 0 1755 2 Wood column 3.50" 1 .50" 1280/589/0/1869 3 Timberstrand LSL Beam 3.50" Hanger 593/259/0/853 -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): By Others -User specified custom detail for support: 3. Detail other By Others' By Others Custom Detail None None Custom Accessory DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1212 1079 2251 Passed (48%) Lt. end Span 2 under Snow loading Moment (Ft-Lbs) -863 -863 2645 Passed (33%) MID Span 2 under Snow loading Live Load Deft (in) 0.012 0.105 Passed (U999+) MID Span 2 under Snow ALTERNATE span loading Total Load Deft (in) 0.017 0.210 Passed (L/999+) MID Span 2 underSnow ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. - TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' ole 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 assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist. l:i ~l!!l..w. T J-Beam@ 6.25 Serial Number' 7004109492 User. 1 7/13120078:07:35 AM Page 2 Engine Version: 6.25.71 ;'<IbIlT BEAMIN FLOOR ATtE2r SIDE OF ADDITION 2 PCS of11/2" X 71/4" 1.4E Solid Sawn Spruce Pine 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 (T J). TJ warrants" the 'sizirigof its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NOS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIER'S lBUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist. I:) -1iWl~_~ TJ-BeamiEl6.25$erial Number. 7004109492 User. 1 7/13/20078:07:35 AM Page 3 Engine Version: 6.25.71 Ei6/~ BEAM IN FLOOR AT ~-SIDE OF ADDITION 2 Pcs of 1 1/2" X 7 1/4" 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LIStED Load Group: Primary Load Group 4' 2.50" Max. V~rtical R~action Total (Ibs) 755 Max. Vertical Reaction Live (lbs).527. Required Bearing Length in 1.50(S) Max. Unbraced L~ngth (in) 108 Loading on all Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) spans, LDF 0.90 129 219 N/A 219 228 Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) LDF = 1.00 , 1.0 250 438 N/A 438 469 ALTERNATE span loading on odd # Shear at Support (Ibs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) spans, LDF = 284 471 N/A 471 502 ALTERNATE span loading on even # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (Ibs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) spans, LDF = 95 185 N/A 185 194 PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist.. 98 -0.002 -0.003 4' .4.-00." 1869 1280 1.50(S) 108 108 853 593 1. 50 (W) 1. 0 Dead -155 368 -188 401 345 -161 -227 118 589 589 -276 234 227 259 Dead + -414 -547 1.0 Floor 620 -288 754 -436 532 263 0.003 0.004 1301 1301 -580 389 0.003 0.008 436 507 1.00 , -381 -514 1.0 405 439 383 Dead + 1. 0 Floor -123 -190 308 0.006 0.006 952 952 -435 163 -0.002 0.003 190 220 1.00 , -189 -222 1. O. 583 716 494 Dead + 1.0 Floor -326 -473 938 938 -422 473 544 459 0.005 0.010 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com ~ ..,.z~.."," TJ-BeamI!il6.25 Serial Number: 7004109492 User: 1 7/1312007 8:07:35 AM Page 4 Engine Version: 6.25.71 8&t/7 BEAM IN FLOOR AT~SIDE OF ADDITION 2 Pcs of 1 1/2" X 7.1/411 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FORTHE APPLICATION AND LOADS LISTED Loading on all spans, LDF = Shear at Support (lbs) 'MaxShear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE.span loading on odd # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (Ibs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on even # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 1.15 , 1. 0 Dead + 382 660 N/A 660 694 spans, LDF = 442 721 N/A 721 755 spans, LDF = 134 269 N/A 269 279 Copyright @ 2006 by Trus Joistl a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist. 349 0.003 0.003 398 0.006 0.007 145 -0.005 -0.005 1. 0 Floor + -523 1079 -656 1212 990 1869 1869 -863 690 0.010 0.015 1.15 , -462 -596 1.0 640 673 618 1269 1269 -600 301 0.001 0.006 1.15 , -270 -304 1.0 1036 1169 947 1473 1473 -681 778 0.012 0.017 , . 1.0 Snow -487 -705 705 810 Dead + 1.0 Floor + 1.0 Snow -217 -318 318 366 Dead + 1.0 Floor + 1.0 Snow -531 -748 748 853 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 .' Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com ~ <7iWl~..... TJ.Beamll!> 6.25 Serial Number. 7004109492 User: 1 7/13120078:18:14 AM Page 1 Engine Version: 6.25.71 BEAM IN FLOOR AT LEFT SIDE OF 3 SEASONS ROOM ADDITION 2 Pes of 1 1/2" x71/4" 1,4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROtSFORTH~APPLICATION AND LOADS LISTED _n ~ [1]: [1~ 0---4' 6" Q Overall Dimension: "9' .lI ~@] 4'6"--"'!' Product Diagram is Conceptual, LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l' 4" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Uniform(plf) Snow(1.15) Point(lbs) Snow(1.15) Point(lbs) Snow(1.15) T apered(plf) Snow(1 .15) Uniform(plf) Floor(1.00) Live Dead 66.0 274 232 26.0 To 8.5 24.0 Location Application o To 2' Adds To 116.0 436 361 45.0 To 15.0 80.0 2' 7' 7' To 9' OTo9' Adds To Adds To Comment ROOF LOAD FROM ABOVE POINT LOAD FROM WINDOW HEADER POINT LOAD FROM WINDOW HEADR HIP ROOF LOAD FROM ABOVE WALL LOAD SUPPORTS: 1 Timberstrand LSL Beam 2 Wood column 3 Wood column Input Width 3.50" 3.50" 3.50" Bearing Length Hanger 1.50" 1.50" Vertical Reactions (Ibs) LiveJDead/U pliftlTotal 672/303/0/975 1256/578/0/1834 472/191/0 I 663 Detail Other Custom Detail By Others By Others Custom Accessory None None -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Control . Location Shear (Ibs) -954 -821 2251 Passed (36%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) -963 -963 2645 Passed (36%) MID Span 2 under Snow loading Live Load Defl (in) 0.012 0.105 Passed (U999+) MID Span 1 under Snow ALTERNATE span loading Total Load Defl (in) 0.016 0.210 Passed (L/999+) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. - TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' ole 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 assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist. . t:l ~l..Njl_ TJ-Beam@6.255er/al Number: 7004109492 User: 1 7/13/20078:18:14 AM Page 2 Engine Version: 6.25.71 BEAM IN FLOOR AT LEFT SIDE OF 3 SEASONS ROOM ADDITION 2 Pes of t 112" X 7114" 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTRdLSFORTlil'::APPUCATION AND LOADSLlSTE[) ADDITIONAL NOTES: . -IMPORTANT! The analysis presented is output fromsoftWarede';'eloped by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. . . -Not all products are readily available. Check with your supplier or T J technical representative for product availability.. -THIS ANALYSIS FOR iLevel PRODUCTS ONL YI 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 T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of TrU5 Joist. ~.~~..r.. T J.Beam@ 6.25 Serial Number: 7004109492 Usee 1 7/13/20078:18:14 AM Page 3 Engine Version: 6.25.71 BEAM IN FLOOR AT LEFT SIDE OF 3 SEASONS RO()M ADDITION 2 Pes of11/2" x 7114" 1.4E Solid SawnSpruee Pine Fir#2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FORTFlEAPPLlCATION AND LOADS LISTED' Load Group: Primary Load Group 4' 2.50" Max.Vertic;al ReaGt~on Total (lbs) 975 Max. Vertical Reaction Live (lbs), ,672. Required Bearing Length in 1.50(W) Max. Unbraced Length (in) 108 Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) LDF= 0.90 204 271 -192 271 303 LDF = 1.00 , 1.0 332 479 -211 ALTERNATE span loading on odd # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on even # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 479 550 spans, LDF = 370 517 -173 517 588 528 0.005 0.009 spans, LDF = 167 233 -229 233 264 237 -0.002 0.003 Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of TrusJoist. 302 463 0.003 0.007 4' 4.00" +834 1256 1. 50 (S) 108 108 1. 0 Dead -269 242 -303 275 164 578 578 -316 234 Dead + -522 -655 1.0 Floor 501 -262 634 -401 190 1290 1290 -620 1. 00 -484 -618 , 1. 0 276 309 198 Dead + 1.0 Floor -107 -149 927 927 -461 172 -0.002 0.001 1.00 , -307 -340 1.0 467 601 156 941 941 -475 472 0.006 0.009 410 0.003 0.007 663 472 1. 50 (S) -140 -182 182 191 401 432 149 157 Dead + 1.0 Floor -295 -434 434 466 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com t;)~l~..... TJ-Beam@6.25SeriaINumber:7004109492 User. 1 7/13/20078:18:14 AM Page 4 Engine Version: 6.25.71 BEAM IN FLOOR AT LEFT SIDE OF 3 SEASONS ROOM ADDITION 2 Pes of 11/2" x71/4" 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATIONANDLOADSLlSTE:D' Loading on all spans, LDF = Shear at Support (lbs) Max Shear at 'Support (Its) Shear Within' Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 1.15 , 1.. 0 Dead + 597 815 -510 1. 0 Floor + -821 747 -954 880 436 1.0 Snow -417 -573 815 920 867 0.009 0.013 1834 1834 -963 573 607 682 0.007 0.010 ALTERNATE span loading on odd # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (Ips) Member Reaction (lbs) Support .Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) spans, LDF = 653 870 -454 1.15 , -765 -898 1.0 421 454 343 Dead + 1.0 Floor + 1.0'Snow -162 -213 870 975 962 0.012 0.016 1352 213 1352 222 -729 267 -0.003 0.002 ALTERNATE span loading on even # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) spans, LDF = 281 383 -397 1.15 , -474 -508 1.0 691 824 380 Dead + 1.0 Floor + 1.0 Snow -473 -629 383 431 409 :"'0.002 0.004 1332 1332 -722 629 663 784 0.010 0.014 PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by TrusJoist, a Weyerhaeuser Business TimberStrand@ is a registered trademark of Trus Joist. l:)~l~-. TJ-Beamil!> 6.25 Serial Number. 7004109492 User: 1 7/13/20077:47:54 AM Page 1 Engine Version: 6.25.71 FRONT BEAM OF NEW 3 SEASONS ROOM 2 Pes 011 1/2" .x7 ,1/4" 1.4E Solid Sawn SprueePine.Fir#2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FORTHE APPLICATION AND LOADS LISTED. J g]8 l!lg ~ h--4' 6" ~ 4' 6" ~ 4' 6"----<10 Product Diagram is Conceptual. Overall Dimension: 13' 6" LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' 6" Primary Load Group - Residential - Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Tapered(plf) Snow(1.15) Tapered(plf) Floor(1.00) Uniform(plf) Floor(1.00) Live 15.0 To 218.0 218.0 To 15.0 80.0 Dead 8.5 To 124.0 124.0 To 8.5 24.0 Location OT06'9" 6' 9" To 13'6" Application Adds To Adds To Adds To Comment HIP ROOF LOAD HIP ROOF LOAD WALL LOAD OT013'6" SUPPORTS: Input Bearing Vertical Reactfons(lbs) Detail Other Width Length LiveJDead/ypliftlT otal 1 Wood column 3.50" 1.50" 659/198/,0/858 By Others None 2 Wood column 3.50" 2.29" 2121/805/0/2926' By Others None 3 Wood column 3.50" 2.28" 2102/805/0/2907 i By Others None I 4 Wood column 3.50" 1.50" 667/198/0/865 By Others None -See T J SPECIFIER'S / BUILDERS GUIDE for detai/(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1540 -992 1958 Passed (51 %) Rl. end Span 2 under Floor ADJACENT span loading Moment (Ft-Lbs) -1215 -1136 2300 Passed (49%) MID Span 2 under Floor ADJACENT span loading Live Load Defl (in) 0.015 0.108 Passed (U999+) MID Span 3 under Floor ALTERNATE span loading Total Load Defl (in) 0.Q18 0.217 Passed (U999+) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:LI240). Additional checks follow. - TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 6" ole 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 assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The Ibad conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601. BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business t:l~l~__ TJ-Be~m@ 6.25 Serial Number: 7004109492 User. 1 7/13120077:47:54 AM Page 2 Engine Version: 6.25.71 FRONT BEAM OF NEW 3 SEASONS ROOM 2 Pc:sof11/2" X 7 1/4"1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN . CONTR.O(S'FORTHEAPPLlCATION AND LOP.DS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from softwarJ d~velopedbyTrus Joist (T J). T J warrants the sizing oflfs products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application; input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T JAssociate. -Not all products are readily available. Check with your supplier or T J 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 T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Bu~ineBs ~l~B~~. TJ-Beam@ 6.25 Serial Number: 7904109492 User. 1 7/13/20077:47:54 AM Page 3 Engine Version: 6.25.71 FRONT BEAM OF NEW 3 SEASONS ROOM 2 P(:S .of.11/2"x71/4" 1.4E Solid Sawn Spruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THEAPPLlCA nON AND LOADS LISTED Load Group: Primary Load Group 4 '4.00" 4 I .6.00" 4 I 4.00" ^. Max. Vertical Reaction Total (Ibs) 858 Max. Vertical Reaction Live (lbs) 659 Required Bearing Length in 1.50(S) Max. Unbraced Length (in) 292,6 2907: 2121 2102 2.29 (S) 2.28 (S) 162 162 162 . 162 162 865 667 1. 50 (S) Loading on all spans, LDF 0.90 1.0 Dead Shear at Support (lbs) 110 -263 290 -290 263 -110 Max Shear at Support (lbs) 183 -384 421 -421 384 -183 Shear Within Span (lbs) N/A 0 N/A Member Reaction (lbs) 183 805 805 183 Support Reaction (lbs) 198 805 805 198 Moment (Ft-Lbs) 161 -320 170 -320 161 Loading on all Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) spans, ALTERNATE span loading on odd # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) on even # PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 LDF=1.00, 355 618 N/A 1.0 -760 -1076 Dead + 751 1077 70 1. 0 Floor -903 928 -1350 1348 N/A -429 -714 618 2152 2698 714 676 2152 2698 776 525 -877 434 -1054 636 0.007 0.004 0.010 0.010 0.006 0.013 LDF = 1.00 , 1.0 -680 260 -996 390 -31 Dead + -321 -452 1.0 Floor 839 -518 1259 -803 N/A spans, 435 698 N/A 698 1386 1711 803 756 1386 1711 865 668 -530 N/A -668 798 0.012 -0.009 0.015 0.015 -0.006 0.018 LDF = 1.00 , 1.0 Dead -343 782 -872 -464 1107 -1319 101 + 1. 0 352 473 N/A Floor -21 -94 spans, 30 103 N/A 103 118 1571 . 1571 -666 717 0.013 0.016 1792 1792 -705 94 109 53 -0.005 -0.003 44 -0.006 -0.004 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business t:) ~?oht '" .... . ~ ~verhR~lSer Bu,iness TJ-Beal11@6.,;25;5eriaINumber:7004109492 User: 1 7/13/2007 7:4J:S4 AM Page 4 Engine Version: 6.25.71 ,- FRONT BEAM OF NEW 3 SEASONS ROOM 2 P<;s of11/2" x71/4" 1..4E Solid Sawn $pruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN GONTRPLSFORTHE APPLICATION AND LOADS ~ISTED' ADJACENT span loading over Shear at Support (lbs) Max Shear at Support'(lbs) Shear .Within Span (lbs) Member Reaction (Ibs)'. Support'Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) support LDF = 1. 00, .1.0 -785 871 -1101 1197 190 # 2, 330 592 N/A 592 651 . 2298 , 2298 -986 617 0.009 0.012 483 0.006 0.009 ADJACENT span loading over support Shear at Support (lbs) Max .Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Loading on all spans, Shear at Support (Ibs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (Ibs) Support Reaction (Ibs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on odd # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment. (Ft-Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on even # Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420~6174 LDF = 1. 00, 1. 0 -318 662 -439 987 -19 if 3, 55 128 N/A Dead + -783 -1230 Floor -'-4"0 . -'113' 1.0 333 454 N/A 1684 1684 -624 113 127 63 -0.005 -0.003 Dead + -992 -1439 1. 0 Floor 947 -410 1367 -695 N/A 128 1426 2807 695 143 1426 2807 757 82 -557 550 -1136 603 -0.004 0.007 0.008 -0.002 0.010 0.011 LDF = 1.15 , 1.0 Dead + 1.0 417 -940 974 702 -1360 1420 N/A 0 Floor + -974 -1420 1.0 Snow 940 -417 1360 -702 N/A 702 2781 2781 702 764 2781 2781 764 615 -1106 537 -1106 615 0.009 0.006 0.009 0.012 0.008 0.012 spans, LDF = 511 796 N/A 1.15 , -846 -1267 1.0 386 578 -51 796 858 1844 1844 -700 N/A -0.009 -0.006 784 0.015 0.018 spans, LDF = 47 132 N/A 1.15 , -447 -620 1.0 989 1436 15 132 148 2056 2056 -840 838 0.015 0.018 75 -0.006 -0.004 Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business Dead + 1.0 Floor -341 842 -472 1262 N/A + 1. 0 Snow -515 -801 1734 1734 -680 801 862 793 0.015 0.018 + 1. 0 Snow -6 -79 1893 1893 -771 79 93 32 -0.007 -0.005 OPERATOR INFORMATION:' RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235~3080 Fax: (920) 235-3061 russ@noffkelumber.com ~l~Bu.m~s T J-Beam@ 6.25 Serial Number: 7004109492 User: 1 7/13/20077:47:54 AM Page 5 Engine Version: 6.25.71 FRONT BEAM OF NEW3 SEASONS ROOM 2 Pc.$of1 112flx 71/4" 1.4ESolidSawnSpruce Pine Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over Shear at Support (lbs) 'Max Shear at Support (lbs) Snear Within. Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) support # 2., LDF = 1.15, 392 -965 677 ::"1386 N/A 1.0 Dead + 1.0 Floor +1.0 ,1094 -854 345 -28 1540 -1300 466 -101 120 N/A Snow 677 2926 1766 101 739 2926 1766 116 573 -1215 708 -675 51 0.007 0.011 -0.006 0.010 0.014 -0.003 ADJACENT span loading over Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (Ibs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) support # 3, LDF = 73 157 N/A 1.15, 1.0 Dead + 1.0 Floor -421 869 -1078 962 -595 1316 -1525 1382 -105 N/A + 1. 0 Snow -395 -680 157 173 1910 1910 -730 2907 2907 -1201 680 742 105 -0.004 -0.002 685 0.010 0.013 578 0.007 0.010 PROJECT INFORMATION: STEVE FAUST 1155 N WESTFIELD OSHKOSH, WI 54902 920-420-7461 920-420-6174 OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business ,t~ r , a~ Ni\J\! ,.~iI'''i i 'M"" i"':f j "'. j :i!,. i ~ 'j It' 1l" ,i I I r--.' :. 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