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Home My WebLink About0115712 B e OSHKOSH ON THE WATER Job Address 225 E PACKER AVE CITY OF OSHKOSH No 115712 BUILDING PERMIT - APPLICATION AND RECORD OWner LEO M/MURIEL M METZLER TRUST Create Date 08/10/2005 Contractor M.P.B. BUILDERS INC Designer Category 211 - Alteration Industrial Plan P7-5S-0805 Type . Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement ~Sq.Ft. Rooms 0 Height 0 Ft. Finished/Living ~Sq.Ft. Bedrooms 0 Stories 1 Garage ~Sq.Ft. Baths 0 Projection I Canopies ~ Signs 0 Foundation 0 Poured Concrete 0 Floating Slab 0 Concrete Block 0 Post 0 Pier 0 Treated Wood . Other Occupancy Permit Not Required Flood Plain Height Permit Park Dedication # Dwelling Units ~ # Structures 0 Use/Nature Middle Storage Warehouse / Repair Fire Damage. Repair per 1985 Stamped State Approved plans. ofWork HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valua' $68,900.00 Plan Approval $0.00 Permit Fee Paid $271.00 Park Dedication $0.00 Issued By: Date 08110/2005 Final/O.P. 00/00/0000 0 Permit Voided I Parcelld # 1519600306 In the performance of this work I agree to perform all work pursuant to rules goveming 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 654 E OSHKOSH ST Agent/Owner RIPON WI 54971 - 0000 Telephone Number 748-2601 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. Job Address 225 E PACKER AVE Building Permit Work Card Permit Number 0115712 Contractor M.P.B. BUILDERS INC Create Date 8/10/05 Owner LEO M/MURIEL M METZLER TRUST Category 211 - Alteration Industrial Type. Building 0 Sign Zoning Class of Const: Unfinished/Basement 0 Sq. ~Ft. Rooms ~ Bedrooms Stories 1 Foundation 0 Poured Concrete 0 Concrete Block Occupany Permit Not Required Park Dedication 0 Canopy 0 Fence 0 Raze I Plan P7-58-0805 Value $68,900.00 Size Garage ~ Sq. Ft. 0 Projection I Canopies ~ Signs 0 Plumbing Contr Type Rough In Inspector [ ~(?(~~ Or- Æb Finished/Living ~ Sq. Ft. Baths ~ Height ~ Ft. 0 Floating Slab 0 Post 0 Pier 0 Treated Wood . Other Flood Plain # Dwelling Units ~ Height Permit # Structures Use/Nature Middle Storage Warehouse / Repair Fire Damage. Repair per 1985 Stamped State Approved plans. of Work HVAC Contr Electric Contr Inspections: Date -- ~ ~ DatelTime requested: Access: 8/29/05 07:38AM Notice Type: Phone Number: 9ZO-2Z9-7142 (Wayne) Ready DatelTime: 8/29/05 07:38 AM Requested By: M.P.B. BUILDERS INC 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid - - u - - - - - - - - - - u u - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - _Uuuu - - - - - - - - - - - - - - - - - - uu - - - - -- f~fš AJe> k -C;J- C~ fie Á6 (!J( NC?~. Page 1 of 1 ~ "g 2' 2005 HJPM ~ MPB BUILDERS No.l475 P. 1 M.P.B. BUILDERS INC. ENGINEERING DEPARTMENT 654 E. OSHKOSH STREET RIP ON. WI. 54971 PHONE: (920)748-2601 FAX; (920)748-5283 FACSIMILE TRANSMITTAL SHEET TO, Alan Dannhoff Inspection Services Division COMPANY, FIWM, TOMSCHWARZ - DESIGNER/ENGINEER/Dept. Mwg; DATI>, 8/29/2005 FAXNUMIIER, City of Oshkosh TOTAL NO. OF ~AGES INCLUDING COVER, 1-920-236-5084 4 pHoNE NUMBI1n, JOB NUMBEn, Packer Avenue M:îni Repillrs 10BNAM£" #5128 1-920-236-5045 JŒ, Bottom chord bracing details PLEASE !ŒPLY CALL U!'ON R.E;C);:IPT URGENT FOR I<.EVIEW PLEASE COMMENt NOTES/COMMENTS: Alan, Following is a detail as to how we are installing the bottom chord bracing in the trusses at the Packer Avenue Mini's. The webs on the trusses do not line up, therefore to keep them in straight line they wiD be installed as shown. AU lateral bracing within the trusses wiD be t-bars on the webs that require lateral bracing- same difference. Also enclosed are copies of the existing are new truss. The new truss meets or exceeds the spec of the old truss but was built slightly different due to lumber and plating spec of 2005. Questions? Please call. Tom THANK YOU! CONTINUOUS BOTTOM CHOBD BRACING INSTALLATION DETAILS NEW TRUSS /- I "- \ NEW TRUSS / £2 >C 4 SPF LAin FLAT / OVER BOTTOM CHORD OF TRUSSES ATTACHED 'WI (6) 1ad NAILS EACH END M.P.B. BUILDERS, INC. 654 EAST OSHKOSH STREET RiPeN, WISCONSIN 54971 (920)748-2601 (800>782-963Z NE'W TRUSS INTERNAL \l£B LOCATIONS ON TRUSSES VARY 2 )( 4 SPF LAID FLAT OVER BOTTOM CHORD OF TRUSSES 2>c 4 SPFSET BETWe:EN BOTTOM CHORDS OF EXISTING TRUSS AND NEW TRUSS IN SIMPSON HANGERS PROJECT: BUILDINGREP AIR- PACKER AVENUE MINI'S KATIlY DANIELS LEO METZLER TRUST EXISTING TRUSS BY, SCHWARZ AUO.Z9.2005 = = ~ ~ ~ = = '-'"' -Þ- LO "" "" = do = ~ = ~ = ~ = 0 -Þ- ...., '-'"' :" r I'} -i¡¡'- 0' SPAN T65 4/12 ENGRb¡:-;> CH JUL 11, 19B-I ...~;:;~, -7 I CO E TPI 78 :f\.\.....,.,..~ "'( -l ,\", T'OP t!/ìORIi lIVE LhAD jo. 6 "~r TOP CNIJRD 2XIZ SOU Flllt vnl 5S lCO IS i1 t~\\ I,,' TVP CHORO DtAD ¡'OAD 4.0 PSI'" .BDr CHmw 2)(12 SOU P 11ft DEli SS )<D IS ~\, -~ ...t) BOT CflORD.DEAD LOAD 1.0 "sr OlEBS 2)(4 SOU PUlE '2 leD 15 '1.".;~o'." '.TOTAL UNJrORM lO~D. 1..35.0 PSI'" 24 l/fCI/ PUIlLi" SPACIHG "~L~..'. ¡TIllis!: !OPRclIlG 10'Ou ,r CTRS LOAD bUI¡ATlOH AOJUSTMENT 51 - - . ~tAèTj~ AT f : 9z~ð RIN 9kc. iJ.32 IH LN PLATt ~ERIE~. MEMBER rrikct MEMiJEn I'"ORCE M[M¡¡E~ raRCE saD ZDeR 200 PSI tlET 1- 2 -20815 2-11 -2719 3-11 '3793 6BO IiJGA 210 PSI NET z-;j -19371 ~~IØ -3756 4-10 .3855 SBO 16GA 195 PSf NET 3- ~ -142SZ 1-11 >1977S ,11-.10 <iS4!;;} ¡ 1/1- 11 '.11547 I '\E+ ¡g/. ; 1 CPW/SS ' = "" ! SYM: ~ = ~ = en 12 4.o1iJ B LUMBERMiiTE D. i.Lfi.R. APPROVAL HUMBER 91090S. ~. OENOTE? THE NUMBER 01'" , È1TECT I VE SQUARE I NCNES. .REDUIRED AT THE. [liD Dr . EACH MEMBER. , HO 'CEIL!HG OR IHSUuiTlON ... IS PERMITTED lIH TH£ IJOTTOI~ CHORD. ' G--1. )(. S-I DESIGN TO BE USED WITH L tGHT GAGE METAL Roor I HG AHD PURL! HS. SWAY, CRIJS!; -ÃHõ-lÁTËRÀl CHORD BRACIHG 15 RECDMMEHDED, SEE ÊtIH-7G. ŒI - 2X1 CDHTlHUlJtJS LATERAL BRACIHG ATTACHED WITH 2- 16d HAILS ]5 R£OUIRED AS SHOWN TO HaLO DES I GH LOAD. SECOND PLATE OIMEI/SIOH TO BE PARALLEL TO CHORDS UNLESs HOTED. (R) = -Þ- ~ '-'" tVD lUMB[RNAtt COMPANY SAIHT LOUIS, MISSOURI SPLICES SHALL BE 1/'1 PANEL ~._- .!t'-O"UHLESSHOTEO. THIS DESJGH SUGGESTION IS IHTEUDED.I'"OR USE ay THE ÐUllDIHG ARCHITECT AND ENGIHEER IN PREPARATION or THEIR rINAL DESIGNS. NO RESPONSIBILITY. [5 ASSUMED ..fOR THE. ERI:CTWH,BIO1I1CllfG, AHD A>SEMBLY TO THE COMPLEH STROCTURI:. .DI:SIGH 1IASED OH CRITERIII ESTIIBLlSIIED UY THE TRUSS PLATE INSTITUTE AND .'liDS' Ity THE HATlOliAL FOREST PRODUCTS ASSOCIATION; CUT MEMBERS TO B£AR. lATI:RALlY SUPPORT CHOROS- LUMBERMATE TRUSS PLATES or GALVANIZED 'STErL liRE 1/-IOICRTED BY GAGE AHO SIZE. PRES5 PUHE> SECURElY ON BDTH SIOf;S OF" JOINTS. CENTER PLATJ>S ON JOHns UHLESS liOT.tP. -!- ". --. .. -. :-0 ,Job: (/10DERN) I ~B' COMMON I ~~~ j;~~~ t¡~ ~þ mg~:Uf "eb. 2., SPF 21001'-1.8£ Ca{~'¡'Dfed ha~¡'Dnlal der'.,il'" ,. 0.20' due to live IDed Dnd 0.06" d~o fD doad IDod, In I)"" or sf ovcturo I penols 00 019'd ;;..lln9 USe puollne tob.-oae TC a 2~" DC, fJC 0 120' or-. \Je/'lec1 Ion roeels l/3BO "ve and L/2'0 tolel ,load, I:oeep Increase real"" ro~ dead load IE !.50. ~~:~i~~' t~r;,;;'d~~n~oh~nd\' I~~:' s~~~P¡~9 t~~d '7~:t~: ~¿:~~n o~rlt~~:~~~. S~:~'o I ceoe "WARNING" note belovo ' TijIS DUG, PREPA~8J FAoM C<mP<fTEOR INPUT ClOADS ~ ,OIMŒSCQNSJ ~li8t1ITTEO BY muss",". ~~~rl"~_t¿~okS~Bråb\s'WlEN&~~~~K~0'¡~AJlS/6lK Wflll PLATE I 0.,000', 12" 16 No'on Trues 2 ~7,5q2' 1 12" 16 Mofch Tru.. ~:~~~O~ob~~~~I~; ~NB~~~Mj~63 ~~~ ~~:~~~~n~f ~~~~~~e1;'~~~' [Al oontlnuous lofeoo! brool"9. equoll~ spncad 00 roenber- Tousses to De .p.oed 0; 120'.0" DC M'¡~u",. Colcule...d voot'oo! derreotlon 1.0,87"' ave fa lIve loed and 0.22" due to dead lood el X - )9-"-10. = ~ ~ ~ = = I"'" ¡... 24' [-.-9'2" -f---7'5" 12 q~ 3§'oj- .þ. ~ "" u ~ ~ = = = T Rv~8qOO# J f----lD' 7"13 ~8' 10"13 -+8' 10'"13 -+--8' 10" 13 --1--10'7:'13 ---j fW=5"S '18' Rv-S'IOO# l'-S"8 K@Z(AQ) T KI012 (Aq). m 1 = "'" U> ;" :~lD12 (R4) 1~J~~2(R'I) I~. -~O' N Q1D=?~5;p i' [f lr (f 1: r c (f = 23076 ,=0.1250 .þ. ..., "'" RtV. 7-.01.042Lll TC LL 30 , Opsf TC OL 4, OpSt BC DL 1.0psf OC LL O. Opsf TOT,LO_~psr OUR.FAC. 1.i5 SPACING 120.0" SED ~ ~ ~ .Qt!11 DRUG :'" 08 -09"2005 ~ ill '" PJP O/A lEN, 'Q8 '" ¡~ TYPE CDl'ln