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Home My WebLink About0095287-Building (basement patio door) ~.. e OSHKOSH ON THE WATER Job Address 3360 HARBOR BAY RD CITY OF OSHKOSH No 0095287 BUILDING PERMIT - APPLICATION AND RECORD Owner MILTON RUCK Create Date 06/19/2002 Designer Contractor OWNER Category 141 - Exterior Remodeling Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size o Sq. Ft. o Sq.Ft. o Sq.Ft. Rooms o o Height o Ft. D Projection I Unfinished/Basement Canopies Garage Baths o Signs o o Fi nished/Livi ng Bedrooms Stories Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Required Flood Plain Height Permit o # Structures o Park Dedication # Dwelling Units Use/Nature iSFRI Cutting a 6' patio door into the existing basement foundation wall. Calculations are on file for the microlam header being installed. of Work Frost protection is required to be provided to maintain the minimum 48" requirement from grade. Final grade is required to properly slope way from the dwelling. This permit does not include electrical work which is required. HVAC Contractor Plumbing Contractor Electric Contractor UNKNOWN???? Fees: Valuation Issued By: ~ $2,500.00 Plan Approval $0.00 Permit Fee Paid $30.00 Park Dedication $0.00 Date 06/19/2002 Final/O.P. 00/00/0000 D Permit Voided I II work pursuant to rules governing the described construction. Address Agent/Owner Oshkosh Date f Signature WI 54901 - 0000 Telephone Number (414)231-0612 ,...,..~... . :......\......:..j:......:......!.....:.:.....~ .,......,.... :........... . . ." . ~......:..;O..:...... I j .~.... ~:. ~,.:,_.:.." c:.i.....n....:.::::...j....... .i'''''' . .... - :......r.. ............... :!". ... m . 'T':+:='2!'.' ., .... , .1 I ,..,......,....,.....c:;~gc~pj=::~Tt;r....i..,:,..::.:n:.".,:I11'" , ' . '.' ...,T'L.Cn.:C:~L:~;:.:::..j......:.....:j:.....:::::::;:::::. ..~......:......i.. .. .....; ".. 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" ' ..,... ."..,..,.. ..n .......... ..:......, ~......:......;.......... ............:... ...:..... r ~...... .~.......(....~.......~.......~...... ........ ...:... .......:. ....~......;...:::]::::::r:::::r:::.:;:::. ............... ..............:......:.... '- -~ .A'^' ~._"'7I. _':~ .J""~A' _A.,...'^ _,...^~ I,r-^"",...""" ';..~ J '1/PN~IJ!:f!~rBuiJJ"'" TJ-Beam(TM) 6.02 Serial Number: 7002003745 Use,: 1 512102 8:57:33 AM Page 1 Engine Ve!Slon; 1.2.1 Nt:VV 1"1-\.1 IV lJVV~ nt:/'\ut:~ 2 Pes of 1.75" x 7" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o ~ 6' 6" ., Product Diagram is Conceptual. D J ,i LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 6' 8" Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Uniform(plf) Snow(1.15) 450.0 255.0 0 To l' 6" Point(IOO) Snow(1.15) 713 458 Point(lbs) Snow(1.15) 713 458 4' 6" Uniform(plf) Snow(1.15) 450.0 255.0 4'6" To6'6fi AddsTo Uniform(plf) Floor(1.00) 0.0 80.0 0 To 6' 6" Adds To Application Adds To Comment l' 6" SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftIT otal 1 Stud wall 3.50" 3.50" 2370/1452/0/3823 L 1: Blocking Custom Blocking 2 Stud wall 3.50" 3.50" 2364/1440/0/3804 L 1 : Blocking Custom Blocking -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): L 1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (100) 3633 2826 5353 Moment (Ft-Lbs) 4860 4860 7664 Live Load Deft (in) 0.128 0.206 Total Load Defl (in) 0.208 0.308 -Deflection Criteria: STANDARD(LL:Ll360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Control Passed (53%) Passed (63%) Passed (Ll577) Passed (L/356) Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yl 'PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code USC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 3360 HARBOR BAY RD OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. Q$HKOSH, WI 54901 Phone : (920)235-3080 Fax: (920)235-3061 NONE Copyright @ 2001 by Trus Joist1 a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. ~~l!!!!L-= T J-Beam(TM) 6.02 Serial Numoor: 7002003745 User: 1 5/2102 8:57:33 AM Page 3 Engine Version: 1.2.1 NEW PATIO DOOR HEADER 2 Pes of 1.75" X 7" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 2.00" Max. vertical Reaction Total (lbs) 3823 Max. Vertical Reaction Live (lbs) 2370 Required Bearing Length in 2.57(W) Max. unbraced Length (in) 32 3804 2364 2.56(W) Loading on all spans, LDF Design Shear (Ibs) Max Shear (Ibs) Member Reaction (Ibs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Loading on all spans, LDF Design shear (lbs) Max Shear (lbs) Member Reaction (Ibs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Loading on all spans, LDF Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) PROJECT INFORMATION: 3360 HARBOR BAY RD 1.00 , Dead + 1717 2204 2204 2319 Floor -1704 -2192 2192 2307 3119 0.052 0.131 1.15 , Dead + Floor + Snow 2826 -2808 3633 -3614 3633 3614 3823 3804 4860 0.128 0.208 0.90 Dead 1083 1382 1382 1452 Only -1071 -1370 1370 1440 1860 OPERA TOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Fax: (920)235-3061 NONE Copyright @ 2001 by Trus Joistr a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. ~7~ NEW PATIO DOOR HEADER TJ-Beam(TM)6.o2Seri~~t;~~2Ji3t5 2 Pes of 1.75" x 7" 1.9E Microllam@ LVL User: 1 5/2102 8:57:33 />M Page2 EngineVersion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: ALL CONDITIONS MUST BE VERIFIED ON JOBSITE ANY VARIATIONS IN CONDITIONS, THIS BEAM MUST BE REEVALUATED. PROJECT INFORMATION: 3360 HARBOR BAY RD OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Fax: (920)235-3061 NONE Copy::.-ight @ 2001 by Trus Joist, a Weyerhaeuser Busines:5 Microllam@ is a registered trademark of Trus Joist. ~ ~~7H# ~ ~b:erhael1.scr Business T J-Beam(TM) 6.02 Serial Num6er: 7002003745 User: 1 512/028:48:01 AM Page 1 Engine Version: 12.1 ~ BEDROOM WINDOW ABOVE 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 Member Slope: 0/12 Roof SIope6l12 J L R . . ~ 3" 2"---4. Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 15' Primary Load Group - Snow (pst): 30.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Width 1 Stud wall 3.50" 2 Stud wall 3.50. Bearing Length 3.50" 3.50" Vertical Reactions (Ibs) LivelDeadfUpliftIT otal 713/458/0/1171 713 1458 10 11171 Detail Other By Others By Others None None -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (lbs) 1048 -508 1167 Moment (Ft-Lbs) 742 742 2645 Live Load Deft (in) 0.005 0.142 Total Load Deft On) 0.008 0.189 -Deflection Criteria: STANDARD(LL:LJ240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -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. Control Passed (44%) Passed (28%) Passed (U999+) Passed (U999+) 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 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Note: See T J SPECIFIER'S f BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 3360 HARBOR BAY RD OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Fax: (920)235-3061 NONE Copyright @ 2001 by Trus Joist, a Weyerhaeuser Business t:) ~71lNt ~~t-w:rha;:~user Busint.'Ss T J-Beam(TM) 6.02 Serial Num6er: 7002003745 User: 1 512/028:48:01 /WI Page 2 Engine Version: 1.2.1 BEDROOM WINDOW ABOVE 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 ^ 2' 10.00" Max. Vertical Reaction Total (lbs) 1171 Max. Vertical Reaction Live (lbs) 713 Required Bearing Length in 1.50(W) Max. Unbraced Length (in) 32 1171 713 1. 50 (W) Loading on all spans, LDF = 1.15 , Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Dead + Floor + Snow 508 -508 1048 -1048 1048 1048 1171 1171 742 0.005 0.008 Loading on all spans, LDF Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) support Reaction (lbs) Moment (Ft-Lbs) 0.90 Dead Only 199 -199 410 -410 410 410 458 458 291 PROJECT INFORMATION: 3360 HARBOR BAY RD OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Fax: (920)235-3061 NONE Copyright @ 2001 by Tru$ Joist, a Weyerhaeuser Business -J .~^-. ~C.J qiwl~rBu<U>= TJ-Beam(fM) 6.05 Serial Number. 7002003745 User: 1 21261037:48:02 AM Page 1 Engine Version: 1.5.1;2 I ?.,lo~ '1- ~ v. NEW BASEMENT DOOR HEADER 2 Pcs of 1.75" X 7" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 3'3C?D . J rfpr ~r Bay n ~ . -~ J " 6' 6" Product Diagram is Coneeptuat LOADS: Analysis is for a Header (Flush Beam) MembeL Tributary Load Width: 7' Primary Load Group - Residential- LivIng Areas (psf): 40.0 Live at 100% duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Uniform(plf) Snow(1.15) 60.0 34.0 0 To l' 6" Point(lbs) Snow(1.15) 179 109 Point(lbs) Snow(1.15) 204 123 Uniform(plf) Snow(1.15) 150.0 85.0 4' 6" To 6' 6" Uniform(plf) Floor(1.oo) 0.0 264.0 0 To 6' 6" Uniform(plf) Floor(1.oo) 0.0 80.0 0 To 6' €t' Application Adds To Comment l' 6" 4'6" Adds To Adds To Adds To SUPPORTS: Input Width 1 Wood column 3.50" 2 Wood column 3.50" Bearing length 3.50" 3.50" Vertical Reactions (Ibs) livelDeadlUpliftIT otal 1233/1604/0/2837 1360/1675/0/3035 Detail other L 1: Blocking L 1: Btocking Custom Blocking Custom Blocking -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): L 1: Blocking DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -2876 -2204 5353 Moment (Ft-Lbs) 4134 3670 6664 Live Load Deft (in) 0.075 0.154 Total Load Deft (in) 0.172 0.308 -Deflection Criteria: STANDARD(LL:U480,TL:LI240). -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. Control Passed (41%) Passed (55%) Passed (lJ987) Passed (U431) Location Rt. end Span 1 under Snow loading MID Span 1 under Floor loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is outputfrom software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code USC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Copyright @ 2002 by Trus Joist, a Weyerhaeuser Bqsines5 Microllam@ is a registered trademark of TrU5 Joist. ~h .~~~-= User. 1 2/26/03 7:48:03 AM Page 2 Engine Version: 1.5.12 NEW BASEMENT DOOR HEADER ,.JQfo/O~ 2 Pes of 1.75" x 7" 1.9E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6 r 2.00" Max. Vertical Reaction Total (lbs) 2837 Max. Vertical Reaction Live (lbs) 1233 Required Bearing Length in 1.50(S) Max. Unbraced Length (in) 32 3035 1360 1.50(8) Loading on all spans, Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) LDF = 1.00 , Dead + 1859 2389 2389 2514 Floor -1885 -2451 2451 2585 3670 0.055 0.151 Loading on all spans, LDF = 1.15 , Design Shear (lbs] Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Dead + Floor + Snow 2130 -2204 2703 -2876 2703 2876 2837 3035 4134 0.075 0.172 Loading on all spans, LDF = 0.90 , Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Dead 1194 1526 1526 1604 Only -1220 -1588 1588 1675 2340 PROJECT INFORMATION: OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Copyright @ 2002 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist.