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Home My WebLink About0124658-Building (garage addition) 4,,-'" ':~r' OSHKOSH ON THE WATER Job Address 628 JEFFERSON ST CITY OF OSHKOSH No 124658 BUILDING PERMIT - APPLICATION AND RECORD Owner JOUA THORITONG THAO Create Date 05/07/2007 Designer Contractor OWNER Category 152 - Addn/Alt to Accessory Building (Res) Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Rooms Height Ft. D Projection I Finished/Living Sq.Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature SFRI 15'x 22' garage addition* and a 15' x 10 concrete approach in front of the newaddition. of Work HV AC Contractor Plumbing Contractor Electric Contractor $2,000.00 Plan Approval ~ $0.00 Permit Fee Paid $32.00 Park Dedication Fees: Valuation $0.00 Issued By: Date 05/07/2007 Final/O.P. 00/00/0000 D Permit Voided I Parcelld # 0401980000 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 necessary p, rovals before starting such activity. Signature ~ Date X 5'/7/:2.:?i9' 7 Address 628 JEFFERSON ST Agent/Owner OSHKOSH WI 54901 - 4556 Telephone Number 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. o . o l!) \.'1 120.0' VJ&l-1I I~'I o . N co o . l!) lC) o . o CD This map is neither a legally recorded map nor a survey and it is not intended to be used as one. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not re- sponsible for any inaccuracies herein contained. If discrepencies are found, please contact the City of Oshkosh. 628/628A Jefferson st OJHKOfH DISCLAIMER ON THE WATER City of Oshkosh Department of Scale: 1" = 20' Community Development Created by - dlb 04/09/07 i (. I n t ".. II' ~ --6.r:::--- 1-- i , -.._..-.... ..l)....--..-O'--. It-_..--- -, .iI., . .. ... _ ---..-...-.~-_._<!r ..: ..;....~-\.---1;--~- - - <;j-W" III ",.' 11>.. fl. 1 .1 ! ! 1& ~' , r\ i \(.'. i,i.. ~ ~i ~l ~I. rv I '\ ~ I \'J! ! i ~i r~ I f\'! hX I ~' i~1 ~ !, !....... ItJl ;~ k'1 ~r ! ~ '.) !~l if I t:l ! .i~ i€"\ ! Q. ; ~-----~~--t -- ~"\' : e;,~ i\N. A.~j. ~'" i \. i:R i SV J~i ~ '.i.i.,}... xi \ j '1\' ". ;\~, , i\\{ ~.~ J !'... ',,- It f\ :~ ~ !tr I' " -\- 'J :. ~, -JL--ffi--- . ... ~ ""'" . ~ ~~' h \\1: \1 ~ ~: \01 ~! :tJ '\ i ~! ~: 1\1 <:,1 ~ ~'\ f"v \ \\~ \ , i -~._.-..-- .-.- -_._--- ---~.,---.. ...'. : :~ I ~~~ ~~~ . NOi~&il , '\J! me n;.: ~ ~: _1\ i .. ~: );Hl! .~ ~, "-. ,. 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I I II ~+- "- Ij1 6- ...... th ~~ , /, !' :2'Z~Zj2 ~d;:. ~ @ 7/pl<fltt~!t=p.u>inOSS T J-Beam@ 6.25 Serial Number: 7004109492 User: 1 5/11200711:58:00 AM Page1 Engine Version: 6.25.71 ROOF JOIST FOR FLAT ROOF ADDITION 1 1/2" X 91/4" 1.7E Solid Sawn Douglas Fir #1 @ 24" ole THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope.5M2 J J ~ 15' L ~ j, Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Joist Member. 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 1.50" 1.50" Vertical Reactions (Ibs) LivelDead/U pliftIT otal 450 /255 / 0 1705 450 /255 / 0 1705 Detail Other By Others - Rim: Rim Board By others - Rim: Rim Board 1 Ply 1 112" x 91/4" 1.5E TimberStrand@ LSL 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand@ LSL -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others - Rim: Rim Board Control Passed (32%) Passed (72%) Passed (96%) , Passed (U482) Passed (L1308) Location Rl. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span l' 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 iLevel PRODUCTS ONL Yl 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. PROJECT INFORMATION: 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 !:)~z~..~ T J-Beam@ 6.25 Serial Number: 7004109492 User: 1 5/1/200711:58:00 AM Page 2 Engine Version: 6.25.71 ROOF JOIST FOR FLAT ROOF ADDITION 1 1/2" X 9 1/4" 1.7E Solid Sawn Douglas Fir #1 @ 24" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 14' 7.00" ^ Max. Vertical Reaction Total (lbs) 705 Max. Vertical Reaction Live (lbs) 450 Selected Bearing Length (in) 1. 50 (W) Max. Unbraced Length (in) 64 705 450 1. 50 (W) Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) LDF = 0.90 , 1.0 219 248 248 255 Dead -219 -248 248 255 905 Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 1.15. , 1. 0 Dead + 605 686 686 705 1.0 Floor -605 -686 686 705 + 1.0 Snow 2500 0.363 0.569 PROJECT INFORMATION: 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