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Home My WebLink About0108046 BOSHKOSH ON THE WATER .lob .Address 802 W 18TH AVE Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner ROSEMARYA BRISBANE Contractor SCOTT KRAUSE BUILDERS Category 111 - Single Family Addition No 108046 Create Date 05/13/2004 Plan Type IO Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. L~ Projection J Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies 0 Garage 0 Sq. Ft. Baths 0 Signs 0 Foundation O Poured Concrete ~ Floating Slab ~ Pier ~ Other ~ Concrete Block ~ Post ~ Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature SFR/ Constructing a 12' x 12' 3 seasons room on the rear of the house. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $7,500.00 Plan Approval $0.00 Permit Fee Paid Permit Voided $62.00 Park Dedication $0.00 Date 05/13/2004 Final/O.P. 00/00/0000 Parcel Id # 1409970000 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 holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner Address E7438 PUURI RD FREMONT WI 54940 - 0000 Telephone Number 920-446-3724 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. ZONING/LAND USE COMPLIANCE CHECKLIST JOB LOCATION: ~- ~ I ~'~' PROPERTY OWNER/CONTRACTOR: ~ CONSTRUCTION DATA: [] New Construction ZONING: [] Addition [] Alteration TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) COMPLIANCE CHECKLIST DEFICIENT [] Use Lot Width F-m Lot Area [] Lot Area Per Family [] Flood Plain [] Front Yard [] Front Yard Side Street COMMENTS: DEFICIENT [] Rear Yard [] Side Yards [] Building Area [] Parking Standards [] Off-Street Loading Standards [] Vision Clearance [] Transitional Yard Standards 7.y--~>O DEFICIENT [] Landscape Standards [] Height [] Conditions of Approval [] Compliance with P.C. or BZA Conditions of Approval [] Signage Standards [] Mechanical Equip. Screening [] Parking Lot Lighting REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. APPROVED [-} DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: ,~'~- DATE: 2003 Owner: Rosemary Brisbane Project location' 802 W 18th Oshkosh, WI Existing 12'x12' wood deck and stairs to be removed and ~e~,~,-eH in ~h.~ ~O...~ ~.~-,~H..~, a new ~,-~--,~ room oddiH~n EXISTING HOUSE . ~ UNDER HEADER 3.5X3.5 EXISTING HOUSE ~ Ii SiDliNG TO MATCH EXiSTiNG i2" LAP TREADED LATTICE REUSE EXISTING ~ ~ 11 II 1%__ I I I I I ~ !1 t~ND!NG AND STAIRS. SUPPORTED ON 4X4 AWW POSTS CATHEDRAtL CEILING I I i I ALUM STORM. BELOW FROST ..... UNDERSIDE OF DECK : , 12_ 0" I HUNG I COMBO JOIST HANGERS ON TREADED LEDGER BOARD LAG BOLTED TO EXISTING 8X8 BEAM 2-1/2" LAGS WITH WASHERS II]x,,,B EDD E D 4" FOR EACH JOIST ~~'%.. % DOUBLE RIM dOIST ill % '~, CONTtNUOS HEADER ~-l 75X~ ~ ML INTO EXISTING WALL BUILT-UP POST UNDER HEADER 3.5X3.5 JOIST HANGER:ED ON FLOOR BEAM 2-1~75X9.5 ML MATCH EXISTING PITCH OF SOUTH ROOF 5/I2 CATHEDRAL -. CEILING WALLS AND CEILING OVER 2X4 WALL STUDS I_ I!!! INTERIOR VIEW VERIFY BY CONTRACTOR IN FIELD 4X4 TREADED 8" DiA. CONC. PIERS _IL. ON 2X2X1' THK PAD il EXISTING BUILDING ~ZZ ! ! ~a~ ~~o0~o~7~~ ROOF CONTINUOUS HEADER TJ.~,~.~)0.~o~,~,.;,~ 2 Pcs of I 3/4" x 9 1/2" 1.9E Microllan~ LVL Usen2 5/6/2004 9:15:14 PM ~e~ ~.g~,.w~on:~.~o.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SlopeOt12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Pdmary Load Group - Snow (pst): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 280.0 84.0 0To12' Replaces Product Diagram is Conceptual. SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/DeadlU pllftri'ntal I Studwall 3.50" 3.50" 16801559/012239 Ll:Blecking 1Ply13/4"x91/2"1.9EMicrollam®LVL 2 Studwafl 3.50" 3.50" 168015591012239 Ll:Blecking 'lPly'1314"x91/'Z'I.9EMicmllam~LVL .See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s): LI: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 2177 -1835 7265 Passed (25%) Rt. end Span 1 under Snow loading Moment (FI-Lbs) 6349 6349 13541 Passed (47%) MID Span 1 under Snow loading Live Load Deft (in) 0.263 0.389 Passed (I./532) MID Span I under Snow loading Total Load Deft (in) 0.351 0.583 Passed (L/399) MID Span I under S~ loading .Deflection Criteria: STANDARD(LL:L/360,TL:L/240). _Bramng(Lu). Ail campress~on edges (tep and bottom) muat be breced at 2' S" o/c un ess detailed °therwme Propar attechment and peeitkining of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral suppoff of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software devekiped by Trus Jolt (T J). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design crTteria and code accepted design values. The specific product application, input design toads, 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. -Aliowabla Stress Design methodology was used for Bbilding code UBC analysing the TJ Distribution product listed above. -N~te: See TJ SPECIFIER'S / BUILDER'S GUIDES for muiliple ply connectk}n. PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Design LLC 5120 Killdeer Ln Oshkosh, WI 54901-1373 Phone: 920-426-1921 Fex : 920- 426-8803 jrdeeign~yabeo.coro ~= j~4~, ~~ ROOF CONTINUOUS HEADER ~'~ 2 PCS of I 3/4" X 9 1/2" 1.9E Microllam® LVL F~e2 Er~gineVe~sion:l.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical Reaotion Total (lbs) 2239 2239 Max. Vertical Reaction Live (lbs) 1680 1680 Required Bearing Length in 1.51(W) 1.51(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 458 -458 Max Shear (lbs) 544 -544 Member Reaction (lbs) 544 544 Support Reaction (lbs} 559 559 Moment (Ft-Lbs) 1585 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear [lbs) 1835 -1835 Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 2177 -2177 2177 2177 2239 2239 6349 0.263 0.351 PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Dosign LLC 5120 Killdeer Ln Oshkosh, WI 54901-1373 Phone: 920-426-1921 Fax : 920- 426-8803 jrdesign@yahoo.osm ~4~0~0~4~ ROOF CONTINUOUS HEADER 1/2" 1.9E Microllam~ LVL 2 Pcs of I 314" x 9 SET:DE THIS PRODUCT MEETS OR EXCEEDS THE S~GN CONTROLS FOR THE APPLICATION AND LOADS'LiSTED Member Slope: 0~12 Roof ~, All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Snow (paf): 30.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location ApPlication Comment Uniform(pi0 Snow(1.15) 280.0 84.0 0To12' Replaces Product Diagram is Conceptual. SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50" 3.50" 2 Stud wail 3.5(7' 3.50" -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): LI: Blocking DESIGN CONTROLS: Maximum Design Control COntrol Vertical Reactions (lbs) Detail Other Llve/DeadlU pilftrrotal 1680/559/0/2239 LI: Bkx;king 1 Ply 'i 3/4" x 9 1/'Z' 1 ,gE Micrstlan~ LVL 1680 / 55910 / 2Z39 LI: Biccldng 1 ply 1 3/4" x 9 1/2" 1.9E Microllarn® LVL Location Rt. end Span I under Snow loading MID Span 1 under Snow loading Shear (tbs) 2177 -1835 7265 Passed (25%) Moment (Ft-Lbs) 6349 6.349 13541 Passed (47%) Live Load Deft (in) 0,263 0.389 Passed (L/532) MID Span I under Snow loading Total Load Deft (in) 0.351 0.583 Passed (L/399) MID Span 1 under Snow k)ading .Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be bmoad at 2' 6" 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 sol[ware developed by Tins Joist (TJ). TJ warrants the sizing of its products by this soft~vare will be accomplished in acc°rdanoa with TJ product design criteria and code accepted design values. The specific produot application, inpu~ design loads, and stated dirneeaions have been provided by the software user. This output has not been reviewed by a TJ Assooiate. -Not all products are readily available. Check with your supptier or TJ technical repreaentative for product availability. .THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution produot listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Reas Design LLC 5120 Killdeer Ln Oshkosh, WI 54901-1373 Phone: 920-426-1921 Fax : 920- 426-8803 j.L,~ai~n@ysheo.com TJ.Be~m0~M) 6.10Seria, NumDe~:713030~'~l~ 2 PCS of 1 3/4" X 9 1/2" 1.9E Microllarr~ LVL P.ge2 E.gi..w~io.~ ~.~o.~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 8.00" Max. Vertical Reaction Total (lbs) 2239 Max, Vertical Reaction Live (lbs) 1680 Required Bearing Length in 1.51(W) Max. Unbraced Length (in) 32 2239 1680 i.51(W) Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear {lbs) 458 -458 Max Shear (lbs) 544 -544 Member Reactio~ (lbs) 544 544 Support Reaction (lbs) 559 559 Moment (Ft-Lbs) 1585 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1835 -1835 Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 2177 -2177 2177 2177 2239 2239 6349 0.263 0.351 PROJECT INFORMATION: Copyright ~ 2005 by Trus Joist, a Weyerhaeuser B~sines~ OPERATOR INFORMATION: John Ross Ross Design t. LC 5120 Killdeer Ln Oshkosh, Wt 54901-1373 Phone: 92G~26-1921 Fax : 920- 426.8803 jrdesign@yahoo.com 2 Pcs of I 314" x 9 1/2" 1.9E Microllam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Lead Width: 1' Pdmary Load Group - Residential - Living Areas (psiS: 40.0 Uve at 100 % duration, 12.0 Dead Veritcal Leads: Type Class Live Dead Location Application Comment Uniform(plf) Fioor(1.00) 240.0 72.0 Uniform(plf) Ftoor(l.00) 0.0 Unifonn(plf) FIoor(l.00) 0.0 Point(lbs) Flusr(l.00) 1680 Po[nt(Ibe) Floor(l.00) 1680 SUPPORTS: Width Length 1 Wood column 3.5G' 3.50" 2 Wood column 3.,50" 3.50" 0 To 12' Replaces 60.0 0 To 12' Replaces 100.0 0 To 12' Replaces 559 0 559 12~ Vertical Reactions (lbs) Detail Uve/Dead/U pllft/Total 3120120061015126 3120120061015126 Other LI: Blesking 1 ply 1 3/4. x 9 I/'Z' 1.9E Microtlarn~ LVL LI: Blocking I Ply 1 3/4" x 9 1/*Z' 1.9E Microllam~ LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): LI: Blocking ~axlmum Design Control Control Location Shear (lbs) 2807 -2366 6318 Passed (37%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 8187 8187 11775 Passed (70%) MID Span 1 under Floor loading Live Load Deft (in) 0.225 0.292 Passed (L/621) MID Span I under Fioor leading Total Load Deft (in) 0 452 0.583 Passed (L/310) MID Span 'i under Floor Ioeding *Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ofc unless detailed otherwise. Proper attachment and positioning of leteral bracing is required to achieve member stability. .iMPORTANT) The analyss presented is output from software deveioped by True Joist (T J). TJ warrants the sizing of its products by this soP. v/are will be stated dimensions have been provided by tne som~are user ........ r-- . , . .. .Not all products are readily avaitable- Check with Y°ur supplier °r TJ te°hnk~al repmsentatNe for pr°duct availability' -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. .Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distributk~ product fieted above. -Note: See TJ SPECtFIER'S/ BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Design LLC 5120 Kilideer Ln Oshkosh, WI 54901-1373 Phone: 920-426-1921 Fax : 920- 426-8803 jrdesign~yahse.com 2 Pcs of 1 3/4" x 9 1/2" 1.9E Micmllarr~ LVL .ag.~ E.g,..W~io.~ ~.~o.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CoNTROL~ FOR THE[ APPLICATION AND LOADS~ LISTED Member Slope: 0/'12 Roof Slope0t12 t2' All dimensions are horizontal. LOADS: Aha ys~s ~s for a Drop Beam Member. Tnbutary Load Width. Pdmary Lead Group - Snow (pst'): 30.0 Live at 115 % duration, 15.0 Dead Vert~cat Leads: Type Class Live Dead Location ApPlication Comment Uniferrn(plf) Snow(1.15) 280.0 84.0 0To12' Replaces Product Diagram is Conceptual. SUPPORTS: Input Bearing Vegetal Reactions (lbs) Detail Width Length Live/Dead/Uplift/Total I Studwall 3.50" 3.50" 168015591012239 Ll:Biecking 2 Studwatl 3.50" 3.50" 168015591012239 LI: Blocking -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): LI: BIsoking Ply I 3/4" x9 1/2" 1.gE Microllarn~ LVL Ply 1 314" x 9 1/2" 1 .gE Microltam~ LVL _DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 2177 -1835 7265 Passed (25%) Moment (Ft-Lbs) 6349 6349 13541 Passed (47%) Live Lead Deft (in) 0.263 0.389 Passed (L/532) Total Load Deft (in) 0.351 0.583 Passed (L/3gg) Location Rt. end Span 1 under Snow leading MID Span I under Snow loading MID Span 1 under Snow leading MID Span 1 under Snow ~;~ding -DefleCtion Criteria: STANDARD(LL:!../360,TL:LD40). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' B" o/c unless detailed otherwise. Propar attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate contiraJous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from scttware developed by Tins Joist (T J), TJ warrants the sizing of its products by this software wa be accomplished in accordance with TJ product deaign criteria and earle accepted design valuea. The specific product application, input design leads, 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 repreeantatk.~ for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. *Allowable Stress Design methodology was used for Building Cede UBC analYZing the TJ Dlatdbutien product listed above. -Note: Sea TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Deskjn LLC 5120 Killdeer Ln Oshkeah, WI 54901-1373 Phone: 920-426-1921 Fax : 920- 426-8803 _~/~. . : ~ 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam~ LVL TJ Beam0M) 610 Serml Num r 7Q0301724~ Page2 EngineVers[on: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 8.00" Max. Vertical Reaction Total (lbs) 2239 2239 Max. Vertical Reaction Live (lbs) 1680 1680 Required Bearing Length in 1.51(W) 1.51(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 458 -458 Max Shear (lbs) 544 -544 Member Reaction (lbs) 544 544 Support Reaction (lbs) 559 559 Moment (Ft-Lbs) 1585 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) Max Shear (lbs} Member Reaction (lbs) Support Reaction (lbs) Moment (Et-Lbs) Live Deflection (in) Total Deflection (in) 1835 -1835 2177 -2177 2177 2177 2239 2239 6349 0.263 0.351 PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Dosign LLC 5120 Killdeer Ln Oshkosh, WI 54901-1373 Phone: 920-426-1S21 Fax : 920- 426-8803 jrdesign@yahoo,com 2 Pcs of I 3/4" x 9 1/2" 1.9E Microllan~ LVL Page1 EngineVemion: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (pal): 40.0 Live at 100 % duration, 12.0 Deed Vertical Loads: Type Class Live Dead Location Application Comment Uniform(piO Floor(l.00) 240.0 72.0 0 To 12' Uniform(p~ Floor(1.00) 0.0 60.0 0 To 12, Uniform(p~ Floar(1.OO) 0.0 100.0 0To12' Point(lbs) Floor(1.00) 1680 559 0 Point(lbs) Floor(l.00) 1680 559 12' SUPPORTS: Replaces Repleees Replaoas Input Bearing Vertical Reactions (lbs) Width Length Live/Dead/Uplift/Total 1 Woodoalumn 3,50" 350" 3120120061015126 2 Weedcolumn 3.50" 3.50" 3120120061015126 -See TJ SPECIFIER'S / BUILDERS GUIDE for datait(s): LI: Blocking Detail Other LI: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E Mi~rollam~ LVL LI: Blooking 1 Ply 1 3/4" x S 1/2" 1.9E Micmllam~ LVL DESIGN CONTROLS~: Maximum Design Control Control Location Shear (Ibe) 2807 -2366 6318 Passed (37%) Rt. end Span I under Floor loading Moment (Ft-Lbs) 8187 8187 11775 Passed (70%) MID Span 1 under Floor k~ding Live Load Deft (in) 0.225 0.292 Passed (L~21) MID Span 1 under Floor loading Total Load Deft (in) 0.452 0.583 Passed (L/310) MID Span 1 under Floor loading -Deflection Cri~ria: STANDARD(LL:L/480,TL:L/240). -Bmcing(Lu): All compreS~On edges (top and bottom) must be braced at 2' 8" o/c un~ea de~ai~ed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design valuea. The specific product applioatlan, input design loads, and sta~d dimensions have been provided by the soft. am user, This output has not been reviewed by a TJ Associate. -Nat all products are readily available. Che~k with your supplier ar TJ technical mpreeentative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJEC INFOR ATI : OPERATOR INFORMATION: John Ross Ross Design LLC 5120 Killdear Ln Oshkosh, WI 54B01-1373 Phone: 920-426-1921 Fax : 920- 426-8803 jrdeaign@yahee.com ~' ~ ~A~ BOX SILL BEAM Tj. ~ea r n ~> 6.10 ,Se ~ial ~u m'~.~O~O 1:~u7~2~ 2 Pcs of I 3/4" x 9 1/2" 1.9E Microllam~ LVL Page2 EngineVe~ion: 1.10,~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 11' 8.00" ^ Max. Vertical Reaction Total (lbs) 5126 5126 Max. Vertical Reaction Live (lbs) 3120 3120 Required Bearing Length in 1.95(S) 1.95(S) Max, Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 1186 -1186 Max Shear (lbs) 1407 -1407 Member Reaction (lbs) 1407 1407 Support Reaction (lbs) 2006 2006 Moment (Ft-Lbs) 4103 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction Ilbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 2366 -2366 2807 -2807 2807 2807 5126 5126 8187 0.225 PROJECT INFORMATION: OPERATOR INFORMATION: John Ross Ross Design LLC 5120 Killdeer Ln Oshkosh, WI 54901-1373 Phone: 920.426-1921 Fax : 920- 426-8803 jrdesigrt~yahoo.eem BeamChek v2.4 licensed to; John L. Ross Reg# 921-34 Screen Room Addition 4x4 posts box sill support Prepared by: Date: 5/07/04 Selection I 4x 4 SPF #2 Wood Column Conditions Using values for 2x and 4x solid sawn, Dimension Lumber. NDS '91 Data Reaction 5126 # Column Area 12.25 in2 Kf 1.00 Actual Height 4.0 ft le dl Effective Ht 48 in c 0.80 Unbraced dl 4.0 ff le d2 Effective Ht 48 in KcE 0.30 Unbraced d2 4.0 ft Ke Buckling Mode 1.0 FcE 2233 Attributes and Values Controlling d is 3.5 inches leld psi Area (in2) Actual 14 418 12.25 Critical 50 1069 4.8 Status OK OK OK Ratio 28% 39% 39% Fc II (psi) E (psi x mil) Base Values 1100 1.4 Base Adjusted 1069 1.4 CF Size Factor 1.15 Cd Duration 1.00 Cm Wet Use 1.00 1.00 Cp Stability 0.84 Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 418 psk