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Home My WebLink About2007-Building -. OSHKOSH ON THE WATER Job Address 715 W 4TH AVE CITY OF OSHKOSH No 125693 BUILDING PERMIT - APPLICATION AND RECORD Owner GERALDINE I SCHLlNDWEIN Create Date 07/09/2007 Designer Contractor JJ GEFFERS INC Category 140 - Interior Remodeling Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq.Ft. Sq.Ft. Sq.Ft. Rooms Height Ft. D Projection I Canopies Finished/Living Bedrooms Stories Garage Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit # Dwelling Units o # Structures o Park Dedication Use/Nature SFRI Remodeling the existing dining room. 'Two new microlam beams are being installed. All loads are required to properly transfer to of Work he foundation. HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation ~ $6,000.00 Plan Approval $0.00 Permit Fee Paid $60.00 Park Dedication $0.00 Issued By: Date 07/09/2007 Final/O.P. 00/0010000 D Permit Voided I Parcelld # 0602840000 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 Address 3965 WESTERN DR Agent/Owner OSHKOSH WI 54901 - 9707 Telephone Number 231-2637 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. I,: '.. 06 07 08,'8a iii; JI Jason Geffers 1-;820-231-8310 F. 1 N~~~IG EF [=:: ~ ~~~,S~ iNC CONSTRUCTION July 5, 2007 City of Oshkosh Atn. Nicole Krahn Re: Dining Room Remodel Location: Gerry Schlindwein 715W. 4th Ave. Oshkosh The following drawing is for room remodel. I will have Noffke Lumber fax the calc's for microlam beams being installed. Existing structure does not have any support headers. Please contact me to discuss details further at 379- 7151. Jason Geffers I do not know the financial status of my account, if funds are needed please let me know & I will drop off a check ASAP. Thanks "2 ,h~ CZA-~ . "@. ~lo~' ......- -,......~..,,_........_~..-...--_.._....-..._._-~.. ~_____..w_....____~........i........___ Jason J. Geffers 3965 Westem Dr. Qshkosh, WI 54901 (920) 231-2637 Fax: 231-9310 J u 1 0 S ,07 08: 1 8 a '." :,', r I i I I i ; I )').. !; ~ \V , n ,"" ,~ .,~ ! ~ ! l() ,~ : I ~ , ~ , ... i.r:s - . i Jason J. Geffers Jason Geffers 1-920-231-9310 p.2 \ ~ II \1 II l! i , ~", .n.' ,_ ....... _,.} Ii Ii I 1 ,..... ....:-= ~ ..-.. ~n:~ "~'.,<'fl ~ I, ~ I ~ . ----,----, I""""""'" I'~ ,~ ~i~\}\!i;rm:j;!~~~UlL.._tJ--: l_' L.-... tf~2D !r"JC, CO N ST RUe T ION I , I I ?-. ~_..".._...._'_._. ....~..i~-l~e~.~.r-~d......._._.. .. .f ... j' ! I II ~. ~ ~ 9 ,w 'e:> I ~ I I !p ....l. ~ I';., I . .., \{) C hil --.J ~ ~ ~;; V W "i-> '- ...... ~ ';)' ~ <::. r-. (. 11 I I :5 J . CljO!Zn1r:) L--___.... ____I . fl t ;' , \ 3 i 1 i 1 I ! i I_~~________J 3965 Western Dr. Oshkosh, WI 54901 (920) 231-2637 Fax: 231-9310 ~UL-06-2'OOJ FR I 11:03 AM N[ftKEOSH FAX No, 9202353061 p, 001 A Y ARb. -.0 t'" '"C; 0'0 '0' -L'U 'M'B 'E -R " 1001 9tlWEN STAElIT . QSHKOSH. WiscoNSIN 5.4001 . PHO~E 9ZD-zas-3080 " fA'A ~2o.-23S-:301l1 TO": jJ, L oLe --, FROM = _' 13m NUMBER. OF pAGES INa.UDlNG nns COVER SHEET : MESSAGE: ~ 8e-n M r j4 ~C5 hit- CoNSrIz"J C,;t10N.- 7/5 ./Jve- IV Jj wL 5~ /3bJ _ URGENT .-- PLEASE REPLY ---=- CAll WHEN RECE1.VED :...- PLEASE QUOlE . I~ ," .. ~""" . J U L - 0 6 - 2-D 0 7 F RIll: 0 3 AM N~FFKE ~~ FAX No. 9202353061 p. 002 16) ~ ~Z~B~~ T J-Elllam~ 6.25 Serial Number; User. 1 7/6/200111:28:39 AM pege 1 Engine VersIon: 6.25.71 FLUSH BEAM IN 2ND DECK 2 Pes of 1 3/4" x 14" 1.9E Mierollam@LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 12'8" L ~g] , + Product Diagram 19 COllceptual. J J , J LOADS: Analysis Is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group. Residential- Living Areas (psf): 40.0 Live at1 00 % duration, 12.0 Dead Vertical.Loads: Type Class Uniform(pl~ Floor(1.00) Uniform(plf) Snow(1.15) Live Dead Location Application Comment 0.0 80.0 0 To 12' 6" Adds To WALL LOAD 300.0 170.0 0 To 12' 6" Adds To ROOF LOAD SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width L9ngth Liv9/D9ad/UpliftlTotal 1 Stud wall 3.50" 3.68" 3375/209'7/0/5472 A1: Blocking 1 Ply 1 aJ4" x 14" 1.9E Microllam@ LVl 2 Stud wall 3.50" 3.68" 3375/2097/0/5472 A1.: Blocking 1 Ply 13/4" X 14" 1.9E MicrollamGD LVL . -See TJ SPECIFIER'S / BUILDERS GUIDE for detall(s): A1: Blocking -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing reqLliremants. . DESIGN CONTROLS: Maximum l?esign Control Shear (lbs) 5326 -4195 10707 Moment (Ft-Lbs) 16200 113200' 27897 Live Load Defl (in) 0.200 0.304 Total Load Dafl (in) 0.324 0.608 .D.eflection Criteria: STANDARD(LL:Ll480,TL:L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Control Passed (39%) Passed (58%) Passed (LI731) Passed (1J451) 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 TJ product design criteria and code accepted design values. The specific product application, input desIgn loads. and slated dimensions have been provided by the software user. This output has not been reviewed by a T J Associa18. -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 YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. .Allowable Stress DeGlgn methodology was used for Building Code IBC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S / BUILDER'S GUIDES for multiple ply conneotion. PROJECT INFORMATION: GEFFERS CONSTRUCTION . 715 W 4TH AVE OSHKOSH OPERATOR INFORMATION: 6en Stellmacher Noffke Lumber 1601 Bowen Street Oshkosh, WI 54901 Phone: (920)235-3080 Fax: (920)235-3061 ben@noffkslumber,com COI>Yl:i'1nt 0 2006 by '\'><'1)S Jo~at, .. Werye.rnMlloor BUein".. \i~C(oll~ll\l!l 10 a roghtor"d traoOlll:lrk or TrllS Joist. JUL-06-2007 FRI 11:03 AM NOFFKE OSH FAX No. 9202353061 p. 003 ~~lf!l-- T J-BeemI!lB.25 Berlel Number! U.er; 1 7161;200711;26;39 AM Pege 2 Engll1& Ver~lon; 0$.25,11 FLUSH BEAM IN 2ND DECK 2 Pes of 1 3/4" x 14" 1.9E Mierollam@ LVL THIS PRODUCT'MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load G~oup: ~rima~y Load G~oup " 12' 2.00" Max. Vertical Reaction Total (lba), 5472 Max. Vertical R&action Live (lb$) 3375 Requixed aea~ing ~ength in 3.68(W) Max. Unbrace!i Length (in) 119 " 5472 3375 3.68(W) Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) 8uppo~t Reactio~ (Ibe) Moment (Ft-Lbs) LDP ~ 0.90 , 1.0 1608 2041 2041 2097 Dead -1608 -2041 2041 2097 6209 Loading on all spans, LDF ~ 1.00 , Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) support Reaction (lbs) Moment (Ft--tbe) Live Deflection (in) Total Deflection (in) 1. 0 Dead + 2756 3501 3501 3597 1 . 0 Floor -2756 -3501 3501 3597 10649 0.069 o . .213 Loading on a~l spans, LDF = 1.15 , shear at support (Ibs) Max Shear at Support (Ibs) Member Reaction (lbs) Support Reaction {lbs) Moment (Ft-Lbs) ~ive netlect~on (iu) Total Deflection (in) 1.0 Dead ~ 1.0 FLoo~ ~ 1-0 Snow 4195 -4195 5326 -5326 5326 5326 5472 5472 16200 0.200 0.324 PROJECT INFORMATION: GEFFERS CONSTRUCTION 715 W 4TH AVE OSHKOSH OPERATOR INFORMATION: Sen Stellmacher Noffke Lumber 1601 Bowen Stre'et Oshkosh, WI 54901 Phone: (920)235-3080 Fax: (920)235-3061 ben@noffkelumber.col11 Copyright ~ 2006 by Tru. Joi.t, a WQYQrh~Qu..r ~u.!n... Microll~rn0 1a 9 req1sterea trademark of Tru~ Joi.~_ JUL-06-2007 FRI 11:03 AM fUFFKECSH FAX No, 9202353061 p. 004 ~ ~l!!!l...... . T J.eeam~ 6.25 SerIal Number: U.9r: 1 7/6/2007 11 ;31; 34 AM Page 1 Engine Version: 6.25.71 FLUSH BEAM IN 2ND DECK SUPPORTING POINT LOAD 2 Pes of 1 3/4" x 14" 1.9E Mierollam@ LVL, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 6'6" L JI?] , .,!, :a. J J I b Product DiQgrllm is ConceptuiJl, LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l' Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: . Type Class liVQ DQ;ld Location Application Comment POlnt(lbG) Floor(1,00) 3375 2097 2' 6" SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Width Length LlvefOead/UpliftlTotal .1 Stud wall 3.50" 2.43" 2228/1387/0/3814 A1:8locklng 2 Stud wall 3.50" 1.54" 1407/876/0/2283 Ai: Blocking -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): A 1: Blocking DESIGN CONTROLS: Other 1 Ply 1 3/4" x 14" 1.9E Mlcrollam@LVL 1 Ply 1 3/4" X H"1.9E MicTollamlm LVL . Maximum Design Control Shear (Ibs) 3604 3519 9310 Moment (Ft-Lbs) 8230 8230 24258 Live Load Deft (In) 0.02.9 0.164 Total Load Defl (in) 0.046 0.308 -Deflection Criteria: STANDARD(LL:L1480,TL:L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" % unless detailed otherwise. lateral bracing is required to achieve member stabllity. Control Passed (38%) Passed (34%) Passed (U999+) Passed (Uge9+) Location Lt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Proper attachment and positioning of ADDITIONAL NOTES: -I MPORTANTl The analysis presented 15 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 al'\d 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 bElen reviewed by a T J Associate, ~Not all products are readily available. Check with your suppller or T J tecnnlcal representative for produot availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology wa$ used for Building Code IBC analyzIng the T J Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: GEFFERS CONSTRUCTION 715 W 4TH AVE OSHKOSH OPERATOR INFORMATION: Ben Stellmacher Noffke Lumber 1601 Bowen Street Oshkosh. WI 54901 Phone: (920)235-3080 Fax: (920)235-3061 ben@noffkelumber.com copyrigh.t. Ci 2006 by 7nl~ Joist., 4 IIh2yczrhoiiliQuliiQr Sus1,j,Q.SS Ml~~olhll'l!'l 16 a ~eQ'16te~ed. trad.eh\srk of Tru. Jobt. JUL-06-.Q007 FRl 11:04 AM NOFR\E OSH FAX No. 9202353061 p. 005 , . ~~l~.... T J-Be~ 6.25 Serle I Number: Us=t: 1 7/6/200711:31:24AM P9Sg:1 Eosine Vorsicn: 6.25.71 FLUSH BEAM IN 2ND DECK SUPPORTING POINT LOAP 2 Pea of 1 3/4" x 14" 1.9E Mlcrollam@ LVL THIS PRODUCT MEETS OR EXCEeOS THE SET DESIGN CONTROLS FOR THE APPLICA rlON AND LOADS LISTED Load Group: Primary Load Group I"- 6' 2.00" Max, Vertical Reaction 10taL (lbs) 3614 2283 !'lax. Vertical Reaction Live (lbe) 2228 14D7 Required Bearing Length in 2.4:3(W) 1.54(W) Max. Unbraced Length (in) 78 Loading on all spans, Shear a~ support (lbs) Ma~ Shear at Support (lba) Shear Within span (lbsl Member 'Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lba) LDr = 0.90 , 1.0 Dead 1349 -839 1382 -612 1323 1382 1387 872 876 31.56 Loading on all spans, LDP - 1,00 , Shear at Support (lbel Max Bbear at support (Ibs) shear Witnin $pap (Ibs) Member Reaetion (lbsl Support Reaction (Ibs) Moment (Pt-Lba) Live Deflection (in) Total Deflection (in) l.O Pead + 1.0 Floor 3519 -2188 3604 -2273 3453. 3604. 3614 2273 2283 8230 0.029 0.046 PROJECT INFORMATION: GEFFERS CONSTRUCTION 716W4THAVE OSHKOSH OPERATOR INFORMATION: Ban Stellmachar Noffke Lumber 1601 Bowen Street Oshkosh, WI 54901 Phone: (920)235-3080 Fax: (920)235-3061 ben@noffkelumber.com Copyriqb.t: ~:~ 2006 by rrue; JOilSt:, a tileYlZlrh,s12UIS4Ze Bua!nc;:s15 Mi~roll.~ 1& & reQlstered tredemer~ ot Trus J01st.