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Home My WebLink About0124977-Building (3-seasons room) G OSHKOSH ON THE WATER Job Address 1565 DEERFIELD DR CITY OF OSHKOSH No 124977 BUILDING PERMIT - APPLICATION AND RECORD Owner MARK A KLEIN Create Date OS/24/2007 Designer Contractor OWNER Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze J Zoningl Class of Const: Size Garage Sq.Ft. Sq. Ft. Sq.Ft. Rooms Height Ft. o Projection I Unfinished/Basement Finished/Living Bedrooms Stories Canopies Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature of Work FRI Co"''',cli., . 16',20' thce' "."., worn o. th, ce,,,"be h,"". "18" pi,,, will b, ,.,tall"'. A. ,," will be p''''',d o.to th, I xisting 12'x16' deck. Code compliant electric will need to be installed. A seperate permit will be required. ~ HVAC Contractor Plumbing Contractor Electric Contractor UNKNOWN???? Fees: Valuation $10,000.00 Plan Approval $50.00 Permit Fee Paid $88.00 Park Dedication $0.00 Issued By: Date OS/25/2007 Final/O.P. 00/00/0000 o Permit Voided I Parcelld # 1320070000 I,n 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 secure any necessary a~~.ro'1'ls b~fore starting such activity. Signature I"~ Date ~."'t..~.o\ I j Agent/Owner Address 1565 DEERFIELD DR OSHKOSH WI 54904 - 8277 Telephone Number To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of IlIlspection (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. Roof: ( Pitch- \.(> /12 ::::> Shingles- ::;; O'I.,L R Felt- I S lb. T Ice Barrier- ~l U r Roof Sheathing- J 7'3 2..... Truss- Yes ')e No (if yes truss clips musf be installed Uspan Is over 6') if no answer the following Rafter Size- ~ x a' Rafter Spacing- .;:t '-I "-O.C. Rafter Clear Span- Rafter Species & Grade- Ridge Type & Size- Ceiling Joist Size- Ceiling Joist Spacing- Ceiling Joist Species & Grade- Insulation Type & R- Value- Roof Ventilation- r< I fJG c- Building Cross Section Shingles Dfv'Vt, Rafter or Truss Siding Sheathing Walls: Siding- T I... '1 Sheathing Type & Thickness- Insulation Type I ~ - V al ue- I or Header Size- ~ ~ x II 0/'0 Ceiling Height- ~' l 'I'..", Stud Size & Spacing- c;t x <..0 Interior Finish- Grade of Framing Lumber - Floor: Sub-Floor Floor Joist Type Floor Joist Size Floor Joist Spacing- Floor Joist Clear Span- Floor Joist Species- Floor Joist Grade- Beam Support, Type & Size- Distance From Grade- Wall Framin " "J I ~" R-_ / I~ "O.C. Insulation ,,/ /. ;Y'f ~,$ r:., T:.y, " ;tYIO IWW /(, /I C!) t: /(P I Contact Phone # :s 7,4 fV'"~I(.t;; .2 l( ~~ / ~ pt Jr ;" - Foundation: Anchor Type Anchor Spacing Sill Plate- Insulation Type I R - Value- Wall Height- Poured Wall Size- Block Wall Size- Vertical Reinforcement- #_ o.c. Horizontal Reinforcement- # - o.c. Concrete Floor Thickne,s}-... -- Vapor Retarder- /"~~ n '- .,t.. A,-t/;#. Drain Tile Size- Column Pad Size- x Column Spacing- /0 I Footing Width- 11'11 1;)14; Footing Heigth- ;" () I' Footing Depth Below Grade- '-I r r: Footing Reinforcement- #_- Revised 3-1-07 jaw Floor Joist 18 'I )( "I # PI b4AIt S . 1/2" Anchor Bolts Treated Sill Plate R-_ Clear span, to support Insulation Foundation Wall Vertical Reinforcemen Horizontal Reinforcement x Concrete Floor Gravel Fill o.c. Footing Reinforcement 4rl~~~ " . . .. ~~-erhaeuser Business T.Jc8ea~6,25 Serial Number. 7000.109405 User r 5I23f2OO74:4Z:06PM Page 1l3ngineVersion:6.25.71 Mark's Sunroom window header 3 Pes of 1 1/2" x 9 114" 1.4E Solid Sawn Spruce Pine Fir #2 THIS P:RODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member SlOpe.: 6,112 Roof S1ope811l2 J J L ~ '!, 10' ~ Product Diagram is Conceptual. AU dimensions are horizontal!. .bOADS: Analysis is for a Header (Flush Beam) Member. TribUtary Load Width: 10' Primary Load Group - Snow tpsf): 30.0 live at 115 % duration, 17.0 Dead SUPPORTS: Input Width 11 Wood column 3.50" 2 Wood column 3.50" Bearing length 1.50" 1.50" VertiCal Reactions (Ibs} UvelDeadJUpliffITotal 1500/1064/0/2564 150011064/0/2564 Detail other By Others By Others None None -See T J SPECIFIER'S 1 BUilDERS GUIDE for detaU(s): By others QESIGN CONTROLS: Maximum Design Control Shear (Ibs) 2478 .2019 4308 Moment (Ft-Lbs)5989 59896804 Live Load Oef! (in) 0.142 OA83 Total Load Oefl (in) 0.242 OJ544 -Deflection Criteria: STANOARD(ll:LJ240,TL:U180). -Allowable moment was increased for repetitive member usage. -8racing(lu): All compressiOn edges (top and bottom) must be braced at 101 016 unless detailed' otherwiSe. Proper attacfunent and positiOning of lateral bracing is required to achieve member stability. . The allowable shear Stress :(Fv)has nOt 'beenlnereased due to fhe pOtential of splits,CheCksandshakes:. .See Nt)SfOr appnCiibilfty of Increase. -Analysis based on vertical loads only and assumes structural supports as noted in fheinptit. AXial loads are nOt cons.idered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce menibei' performance and have not been considered. -Design assumes adeqlJ8f;e continuous lateral support of the compression edge. Control Passed (47%) Passed (88%) Passed (l/818) Passed (U478) LocatiOn Rt. end Span '{ under Snow loading MID Span 1 under Snow loading MID Span 1 under snow loading MID Span 1 under Snow lOading AIDDITIONAl NOTES: -!M PORT ANT! The anafysis presented is output from softWare develOped by Trus Joist (TJ)~ TJ warrants the siZing ons products by this software will be accomplished in accordance With TJ productdesigncriteriaandcodeaccepled deSign values. The specific product application, input design loads, and stated dimensions have been provided by fire software user. Thisolitput has not been reViewed 'by a T J AssoC1ate. -Not all products are readily available. Check with your supplier or TJtechnical representative for prodoclavaila'bility. - THIS ANALYSIS FOR Ilevel PRODUCTS ONlYl. PRODUCT SUBSllTUTION VOtDS nns ANALYSIS. Solid: sawn wrnberanalySis is in accordance with 2001 NOS methodology.. -Allowable Stress Design methodOlogy was used for Building Code IBC analYzing the solid'sawn lUmber mafertallisted above. -Note: See T J SPECIFIER'S f BUILDER'S SUfOES for multipfepfyconnectiOn. f.ROJECT lNFORMATfON: OPERATOR INFORMATION: UBe W964 H\Ny 49 lomira, WI 53048 Phone: (920) .2694336 Fax: CEM charles.martin@unitedbuildingcenters.com Copyright @ 2006 by Trus Joist,. a Weyerhaeus"er Business c: \ Documents and Settings\Adrn.inistrator:\My o-ocuments\ TJ Beam Cales 2'0'0'7\ 16X20 Sunroom\Window Headet'. sxns ~~~6bt " .. . .. .~~hReuserBu'i= "tJ'.!3eam@c6:25SerialNumber: 7005109405 Uiser: 1 5l23l2OO74:37:37PM Page 1 Engine Version: 6.25.71 <"- e.rL \~\~,-I"" Mark'sSunroom .St.S D~~;'e..h~ Or:.J\2.. Beam at edge of Floor O..)I.,~u So,",,"""":!. 5'-lotO"-l 2 Pes of 1..1/2" x 91/4r:r:1.6E Solid Sawn Southern Pine #2 THIS PRODUCT MEETS OR EXCEEDS THE. SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED \-\0",,"- ,..n",(;,,'"l.-"l..Ie{ ~.~ ....\L "1 L6 "0\ <..~ o 8' ~. '" Overall nimension: 16' l ~ J J 8' '" Product Diagram is Conceptual. LOADS: . Analysis is for a Header (Flush Beam) Member. Tributary LoadWtdth: S' Primary load Group - Residential-liVing Areas (pst): 40.0 Live at 100 % duration,12.0Dead ~UPPORTS: Input Width Wood column 3.50" ~~ WOOd column 3.50" ~l Wood column 3.SO" Bearing length HID" 1.54" 1.SO" VertiCal Reactions fibs) LiVelDeadJUpliftJTotal 719/209/0/927 1958/658/012816 719/209101927 Detail other RECEIVED By others By OtherS By others None None None MAY 24 2007 DEPARTMENT OF COMMUNITY DEVELOPMENT INSPEcrION SERVICES DIVISION -See T J SPECIFIER'S! BUILDERS GUIDIE for detail(s): By others DESIGN CONTROLS: Maximum Design Control' Shear (Ibs) 1300 '1003 323S Moment (Ft-lbs) -2b4~ ..:20493743 Live load IJefl (m) 0.038 0.196 Total load Deft (in) (1.045 0,392 -Deflection Criteria: ST ANDARD{U.:lLJ480~ TL:ILI240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 16' ole unless detailed otherwiSe. Properattacfmient and' positioning of lateral bracing is required to aChieve merriberstability. -The allowable shear Stress {Fv)has nOtbeen..increased due 'to fue potential of splits, Checl<sand Shakes. See NOS for applicability of increase. -Analysis assumes continuous member. Lap joints,spllces and finger joints significantly reduce member performance and have not been considered. -The load conditions considered'in tftiS design anaJysis iOclUde alternate member pattern: loading. . Control Passed (33%) Passed (55%) PaSsed (lJ999-+) Passed (lJ999'f') location U endSpari2 under FloOr loading Bearlng2 UnderFloot loading MID Span 1 urider Floor ALTERNATE span loading MID Span 1 under Root AlLTERNATE span fbading. . ADDITIONAL NOTES: -!MPORTANT! The anafysiS presented is output from softWaredevelbped' by Trus JOiSt (TJ). TJ' warrants the siZing of its products by this software will be accomplished in accordancewlfh 1"J productcleSign criteria and code accepted design values. The specific prOduct application, input design. loads, and stated dimensions have been provided by -the soflwareuser.This oUtput has nOt been revlewedbya TJ Associate. -Not all products are readilyavallimle. Check with your~ier ortJ teChnical representatiVe lor produclavmlabilitf - THIS ANALYSIS FOR ilevet PRODUCTS ONlYf PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.. Solid sawn lumber analysis is in accordance with 2001 ND$ mefhodOfogy. . -Nlowable Stress Design method'ofegy was usedfor Building Code IBC analyzing, the solid sawn lumber material listed above. -Note: See T J SPECIFIER'S! BUILIOER'S GUIDES for multiple .ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: UBC W964i Hwy 49 Lomira, WI 53048 Phone: (920) 269-4336 Fax:CEM charles..martin@uriitedbuildingcenters.com Copyright @ 2006 by 'Trus Joistr a Weyerhaeuser Business C:\DoCument~ and Settings\Administrator\My Documents\TS Beam Cales 2007\16X20 Sunroom\Edge Floor Beam_5ms ~9$w~.~ TJL8eam@;6.25'SeriatNumber.: 70051Cl9405. User: l' 512312007' 4:39:41' PM Page 1 Engine Version: 6:25,71 Maark's Sunroom Beam at Center of Floor 3 Pes of 11/2" x 9 1/4" 1.6E Solid Sawn Southern Pine #2 THIS PRODUCT MEETS OR EXCE:E:OSTHE SET DESIGN CONTROLS FOR THE APPL1CAnONAND LOADS'USTED " 8' .BJ~' ~ 'over-an Dimension; 'F6~ L ..~ J J o 8' ~ Product Diagram is Conceptual. ,bOADS: Analysis is fora Header (Flush Beam) Merriber. TnbLitarfloadWtdth: 10' Primary Load Group - Residential - 'UvingAreas (pst): 40.0 live at 100 % duration, 12.0 Dead ~UPPORTS: Input Width Wood column . 3.50" 2 Wood column 3.50" ;:1 Wood column 3.50" Bearing length 1.50" 2.04" 1.50" Vemeal Reactions (lbs) UvelDead'/OpllftlTotal 1438/406 /0/1844 3917/12811015197 14381406 J 0 11844 Detail Other By Others None By Others None By Others None -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s}:By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 2599 2112 4856 Moment (Ft-Lbs) -4071 -4071 6457 Live Load {)eft (in) 0.050 0.196 Total Load Def! (in) 0.000 0.392 -Deflection Criteria: ST ANDARD(lL:U4SO,TU.1240}. -Allowable moment was increased for repetitive member usage. . -Bracing(lu): All oompresSioneifges (top and 'bottom) must 'be braced at 16' Ole unless detailedofherWise. . Proper aftachment and positioning of lateral bracing is required to aChieve merribei- Stability. . -The allowable shear stress (Fv)has not been increased due to the pOtential of splits, cheCks and Shakes. See NOS for applicabffity of increase. -Analysis assumes continuous member. L.ap joints, splices andfmgerjoirns significantly redUce member performance and have not been considered. -The load eonaltiOns considered ill this design analYsis inclUde alternate member pattern loading. COntrol Passed (43%) Passed (63%) Passed (lJ999+) Passed (1LI999+) locatiOn Lt. eJ'ld sPan 2 under Floor loading Bearing 2 under Floor loading MIDSpan 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented lsQutputfrom software developed by Trus Joist(T J}. TJ warraotsthesizing of its products by this software win be accomplished in accordance with TJproduct deSign ciiteria 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 r~bya TJ Associate. -NIX all products are read'tIy availablEL Check with younupptier or TJ, technical representative for product livailability. - Tf-IIS ANALYSIS FOR iLevei' PRODUCTS ONLY!' PRODUCT SUBSIDl'JTfON VOIDS THIS ANALYSIS. . Solid' sawn lumber analysis is In accordance with 2001 NDS methodofogy. '. -Allowable Stress Design methodOlOgy was used for Building COde IBC analyzing the Solid sawn lumber materiaIlisted' above. -N()te: See T J SPECIFIER'S lB'm'LDER'SG'UlDESfor -mUltiple ply connection. PROJECTINFORMAnON: OPERATOR INFORMATION: UBC W964 HViy 49 Lomire, WI 53048 Phone: (920) 26S4336 Fax: CEM Cha~es.mamn@unitedbuik:lingcenterS.com Copyright @ 2006 by Trus Joist" a Weyerhaeuser Busines'5 c~ \ Document s and Sett.ing~\Ad:ro.ini5trator\My DOCUIUents\ TJ Beam Cales 2'007\16'X:20 Sun:room\Center Floor Beam~ 5m3 ~~e!:__ TJ.c~6_25Senal Number'7005100405 lIser. ~~7 4:118:08PM !'age 1 Engine V""';OII: 6.25.71 Mark's SUnroom RidSe Beam 2 p.cs of 1 314ft X 14" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SeT DESIGN CONTROLS FOR THE APPLICATION AND lOADS LISTED Member Slope: 0112 Roof Slope81f2 I J L .~ b At! dimensions are horizontal. 20'4" ~ Product Diagram is Conceptual. !:,OADS: Analysis is fOr a Header (Flush Beam) Member. Tributary LoadWidth: 8' Primary Load Group - Snow (pst}: 3O~O LIve at 115 % duratiOn, 17.0 Dead SUPPORTS: Input Searing YerticalReactions Pbs) Detail Width -Length UVelDead1UpJiftlTotaJ Stud wall 5.50" 2.87" 2460/1814/014214 L1: Blocking 2 Studwafl 3.50" 2.83' 242011185/014205 ' L1: Blocking -See T J SPECIFIER'S f BUILDERS GUIDE fOf defail(s;:. L 1: BlOcking other 1 Ply 1 314" x 14" 1.9E Mierollam@LVL 1 Ply 1 3/4" x 14" 1.9E Microlfarn@ l VL .QESIGN CONTROLS: MaXimumOesign Control Shear (lbs) 4135 -3596 '10701 Moment (Ft-Lbs) 20603 20503 21897 L.ive load Deft (in) Oi.579 0c992 Total load Deft (in) 1.005 1.322 -Deflection Criteria: STANOARD(Ll:U240,Tl:U180). -Bracing(Lu): AlIcompressitm edges (top and bottom) muSt be braced at 7'3" ole uriless detailed o1helWise. Proper attachment and positioning of lateral bracing is required to achieve member $tliIbility. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (34%) Passed (13%) Passed (U4'f1) Passed (1LJ237) location Rt. end Span 1 under Snow loading MID Span 'f Under Snow lOadIng MID Span 'f under Snow lOading MID Span 1 under Snow lbading ADDITIONAL NOTES: -I MPORT ANT! The analysiS presented is output from! software. developed! by Trus Joisl! (f J). TJmantSfhe sizifi~'i ofitSpnxr~cts by this software will be accomplished in accordance with T Jproduct designcr1teria and code accepted design values. The specific produCt applicatiOn, input deslgn loads, and stated dimensions have been provided by the software user. . This output has '~otbeen reviewed bya T J Associate. -Not an products are readily available. Check: With yoursuppJier or T J technical representative forprOducf availability. -THIS ANALYSIS FOR TRUS JotST PRODUCTS ONLY! 'PRODUCT SUBSTITUTION VOIDSTHtS ANALYSIS. -Allowable Stress Design methodOlOgy was used fOr Builtling, Code lac analYzing the 1J Distlibl.ltion product listed above. . -Note: See T J SPECIFIER'S f BUilDER'S GUUJES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: use W964 Hwy 49 Lomira; WI 53048 Phone: (920) 2694336 . Fax: CEM charles.martin@unitedbuifdingcenters.com Copyright @ 2006 'by 'T~us ~oist#a Weyerhaeuser Business Micro11am@ isa regi.steredtradernark of 'Trus Joist~ C:\Documents and $'ettings\Adininistrator\My Docurnents\TJ Beam Cales 2007\16X20 Sunroom\Ridge Beam.sInS