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HomeMy WebLinkAbout0010331-Bulding-1 f CITY OF OSHKOSH o N_ 10331 PERMIT -APPLICATION AND. RECORD TYPE: BLDG HTG ^ ELEC ^ PLBG ^ SIGN ^ ZONING ~ FLOOD PLAIN~ HEIGH ADDRESS ~~ ~ ~ ~- d" ~' 4~ "~ c' 6`~ --~` " ; PLAN NO."' °' C~~ ~>` OWNER / 1 c"^- ~a. t°°-' ~~^^ DESIGNER USE/NATURE OF WORK ~ ~-- ~ ~~ ~ ~ ~~ ~~tz ~rj~ ~ ~ .... _ .~...~ ` _ w _~ 1. .A..: /+~~ lR~ rta V .~ .~~~~ R w it ~ _ a. . ~ 9 ~Al st n... o. _ f ~. ~ T" C d /~~i`Q F 3~kteN) ~ ~. ~~ d` 1•-~C~Ye N ~C' BUILDING 5ize~~--~~a Sq. Ft. ~/..~ '~ ~ # Rooms 7~ '~`~ ~ b ~ Stories c~-7J"r c_.. Hight . Foundation ~~,~~~ ~'' e ~- Class of Const. ___~_ Occupancy Permit .HEATING CONTRACTOR ~" ~ - t ~'~ Heat ^ A/C ^ Vent ^ Fuel/System Heat Loss BTU'S _ ELECTRIC CONTRACTOR °~--+'`~'''`'`~ ~ Electric Serv. New ^ Change ^ Temp ^ Type Volts Fixtures Switches Receptacles Circuits Amps rwrnanvG C OiJ T RACTOR ~`~ iL~ c'~ ~' d.'c /° BT WH Disp WSoft CBasin Lav - Sh - DW - DF -San. Sewer WC - FDr - SP _ Ur -Storm Sewer -Sink LTub -Eject SS -Water Oth er _~ '"``~, 2 i~F' ~- FEES: Valuation =z ~ ISSUED BY ~ mit Fee Paid $ ~~ Park Dedication $ ~ Date ~ ~"r ~--~ ~-~~ Final/O.P. ~~ ~~~~ In the performance of this work I agree {6 perform all work pursuant to rules governing the described construction. SIGNATURE -~~ G~ ~ ~~'~ ~ AGENT/OWNER DATE //'~'~~»^°° - r' ADDRESS TELEPHONE # a ..~ sa_ ..- I~v vs® ` ~~s` r Iti- 1 .,L 1~.../9r~ T^^ lijC/ 7-~' V ~ N'-~ ARA_ A-J r~~7~ .~J ~ ~ f 'C-~ _ ~~ ~ ~ ~- ~~ ~~`l~`~~ G(~~( ~J/ ~ r ~y~ ~! ~~e„_ r r.. __ °~ -~......~ ~~ ,--~, ZdI~I1ZG/7~Y'VD. U5£ C'Gi+PLIF?~iCi ~-~~CI.iS^ ~ `~ r c I. Ge."L .-~..`.~ Btli.lciing Pe~ri.t ~ Zonizig Cortfozmi.na Non-Cortfoaai,ng .lob Location- _ ~- ~!3 ( %~ ~-~--,'~ o ~ ~- Lot Dimeirsion Property Owner _ ~~ ~ _ << 5 ~ -~~ r Lpt Ares II. CQ~1ST~t3CTICN DATA ~~ ~- ~~~ c~ ~- "'4~ °- --f Des w~ark: ~.~' ~ ~-- ~ ~, _ ~s ~ C, ~-~- ~=, e~ ,, ~' ,~ raw axvrav _ AnnlTlav ~_~___~~ Accessary Building _ Pool ,® $igle Fatuity Fence ~ Deck/Patio _ 2tao-r^~ni.3,y Boat~cuse Sign ,~'Mttiti..-Fay Utility Strtu~uze Porch CL~G.ai Others {specify} ,~ Marttxfacturing III. C~1CE Cf~QCS Def~ice~t Deficiez9cv/its ,..,,., Use f Lot Width /' Iot Area - ,,.~._ Flocxlplaia . ~ Front Yard i /~ Rear Yard 1 ~ ~ ` f Side Yard (RJ ~ Side Yard {L) Pask=rtg ~~-~ t~.~Q-, r.~ ~.- ~ ~.N-.w--' ...._. ~9 Area V ,_,__ Lot Area per F~~ttily~Jlp _.., ~ Corner Lot N/ ~ ~-- ~~ (specify) ~T. RE'STg~9 AUI'FiORITY ~ ~n , ° ,~ , ~ c~„~,~~Q ~,.n.~ ~.e,,,r,.,.~.~E. ~. The Planrtrtg Director, or appropriate designee, tta~st epgrove aI1 plats, eft the tollcxaing: (3) Alterations or interior work w}-,~ ttze vse is cx~nfozad.zg and when no c.'sangre of vse iS p3cocosed. (2) Maintenance items, e:g:.~ sidru~, winao*~, ' etc. , when t~;e use is confozming atxi when no change of ~ttse i.s prepcsecl.. Izzstances whe_*~ work coolies with the above cri~.a, ti^:e peamt c:~t ~ revi.~~ed Ly the B~.i.lding Inrpectar without refexr2 2. tb the P ' lanrung brec~r. ~/ APPRDVID ~~NOT APPr~TF~ P7.an Cttisaission Action Required ~ra,,-iarsce (s) F,ecuir2d RE'~ivra BY: c~''~_ ~.'~': ~ aC~ ULIYIV V V ~~ I J' - I J J 1 STANDARDS ( TRY1 DES: DFS CHK: TPI-85 ANALYSIS =.-T%~P CHORD LIVE LOAD 60.00 PLF LM PLATE SERIES: LDVM= 1 1OP CHORD DEAD LOAD 2:0..00 PLF T 20GA 219 PSI GROSS BOT CHORD DEAD LOAD 175.0-0 PLF K 16GA 200 PSI GROSS TOTAL UNIFORM LOAD 255.00 PLF LOAD DURATION FACTOR 15% TRUSS SPACING: 1.00 FT. CENTERS ' T1 2-2Xd SPF MSR 1650E-1.5E REACTIONS: VERT. HOR. MIN.BRG. ''B1 2-2X6 SPF MSR 1650E-1.5E 1 2996 -0 6.00 IN. <W1 2-2X4 SPF #3/STUD T 2996 0 6.00 IN. ' TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 1- 2 -692fl T1 7- 8 6541 B1 10- 2 -352 W1 10- 3 1389 W1 2- 3 -6624 T1 8- 9 5638 B1 9- 3 1128 W1 9- 4 -320 W1 ' 3- 4 -6575 T1 9-10 5638 B1 9- 5 1128 W1 8- 5 1389 W1 4- 5 -6575 T1 10- t 6541 B1 8- 6 -352 W1 5- 6 -6624 T1 6- 7 -6920 T1 iSPLICE: 8- 9=4 x 5.3 PLATES 9-10=4 x 5.3 12 4 ~- 4x7= 2'-11"-15 1 3"-15 6 fN I2'-0" BRG SCALE: 1 FT=.3041" 8' -0>, 4'-7"-14 3'-4"-2 1.5x3.5 ~~ 2 6'-7"-14 (c) 1990 LUMBERMATE Div ofi Alpine Engineered Products Inc 8'-0' 4'-9" 4'-0" ~~ t~ ~~~ fd~ ~- ~ri~~~ ~: DESIGN PREPARED BY TRllSS FA ICATOR ' SPLICES SHALL BE 1/4 PANEL /- 1'-0" UNLESS NOTED. PLATE SLOT DIRECTION AND PL E ORIENTATION 18 INDICATED BY HASHMARKS. 1.5x ih 4x 4 5 / 8'-0' 3'-4"-2 4'-7"-14 12 -~ 4 1.5x3.5% 6~ 4x7_ 2'-11"-15 7 3"-15 4= 9 4x8.8= 8 4x4.4_ ~~~`\` `--_ 6 IN BRG 2,_0» 24'-0" 5'-4"-2 5'-4"-2 6'-7"-14 204712 V 6.41 THIS COMPONENT DESIGN IS fNTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF THEIR FINAL BUILDING DES}GN. DESIGN CRITERIA ESTABLJSHED BY THE TRUSS PLATE INSTITUTE-TPI. AND NDS BY THE NATIONAL FOREST PRODUCTS ASSOC. NO RESFONSIBIhITY 15 ASSUMED FOR THE ERECTION,BRACdNG AND ASSEMBLY TO THE COMPLETE STRUCTURE, SEE BWT-76(TPI). CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS. LUMBERMATE TRUSS PLATES OF HOT-DIPPED GALVANfZED STEEL(ASTM A 446) ARE INDICATED BY SIZE AND GAGE. PRESS. PLATES SECURELY ON BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED.. 4x4.4= ~3 1 ~ 4x4. STANDARDS-/ T43 "" 'y 3'~1 DES: DFS CHK: TPI-85 ANALYSIS +TUP CHORD LIVE LOAD 30.00 PSF LM PLATE'SERIES; LDVM= 1 TOP CHORD DEAD LOAD 10.00 PSF T 20GA '219 PSI GROSS `BOT CHORD DEAD LOAD 10.00 PSF K 16GA 2.0.0 PSI GROSS .TOTAL UNIFORM LOAD 50.00 PSF LOAD DURATION FACTOR 15~o TRUSS SPACING: 2.00 FT. CENTERS T1 2X4 SPF MSR 1650E-1.5E REACTIONS: VERT. HOR. MIN.BRG. 61 2X4 SPF MSR 1650E-1.5E 1 1183 -0 4.00 IN. W1 2X4 SPF #3/STUD 5 1183 0 4.00 IN. TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL MEMBER FORCE. LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 1- 2 -2857 T1 5- 6 2516 B1 7- 2 -486 W1 7- 3 710 W1 2- 3 -2317 T1 6- 7 171`1 B1 6- 3 710 W1 6- 4 -486 W1 3- 4 -2317 T1 7- 1 251'6 B1 4- 5 --2657 T1 SPLICE: 6- 7=3 x 5.3 3- 4=3 x 5.3 .PLATES 2- 3=3 x 5.3 6'-4"-14 12 4 12'-0" 5'-7"-2 4x3.5_ 3 4'-3"-1 3"- 5' -7"-2 DESIGN PREPARED BY TRUSS FABRICATOR SPLICES SHALL BE 1/4 PANEL +/- 1'-0" UNLESS. NOTED. PLATE SLOT DIRECTION AND PLATE ORIENTATION IS INDICATED BY HASHMARKS. PLATE SIZES AND GAGES SHOWN ARE. CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY.. 12'-0" 6'-4"-14 12 -1 4 4'-3"-15 -15 ---- -- 4 IN 4 IN 2'-0" BRG 24'-0" BRG 2,_0,> SCALE: ; 8'-3"-4 ~ 7'-5"-8 8>_3„_4 594112 1 FT'=.3.04.1" ~ V 6.41 THIS COMPONENT bESIGN 1S INTENDED FOR USE BY THE BUILDING- ARCHITECT AND ENGINEf R IN PREPARATION OF THEIR FINAL BUILDING DESIGN. DESIGN CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE-TPI AND NDS BY THE. NATIONAL FOREST PRODUCTS ASSOC. NO RESPONSIBILITY 1S ASSUMED FOR THE ERECTION,BRACING (c) 3990 LUMBERMATE Div of AND ASSEMBLY TO THE. COMPLETE STRUCTURE, SEE BWT-76(TPI). CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS. LUMBERMATE TRUSS PLATES OF HOT-DIPPED GALVANIZED STEEL(ASTM A 446) ARE INDICATED BY SIZE Alpine Engineered Produc#s Inc AND GAGE. PRESS PLATES SECURELY ON BOTH 51DES OF JOINTS-. CENTER PLATES ON JOINTS UNLESS NOTED. STANDARDS / TRY C3-19 iS91 DES: DFS CHK: TPI-85 ANALYSIS e'TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1 -TOP CHORD DEAD LOAD BOT CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS `TOTAL UNIFORM LOAD 10..00 PSF 50.00 PSF K i6GA 200 PSI GROSS LOAD DURATION FACTOR 1 5% TRUSS SPAC ING: 2.OU FT. CENTERS T1 2X4 B1 2 X4 .SPF MSR 1650E SPF MSR 1650 -1.5E REACTIONS: VERT. HOR. MIN.BRG. . W1 2X4 E SPF #3/STUD -1.SE 1 1175 -0 6.00 IN. 6 1175 0 6.00 IN. TOP MEMBER AXIAL BOT AXIAL FORCE LBR MEMBER FORCE LBR WEB AXIAL MEMBER FORCE LBR WEB MEMBER AXIAL FORCE L 1- 2 2- 3 -2796 T1 6- 7 -2601 T1 7- 8 2645 B1 19 9- 2 -375 W1 9- 3 BR 652 W1 3- 4 -2017 T1 8- 9 83 B1 1983 B1 8- 3 65 7- 4 652 W1 W1 8- 4 65 W1 4- 5 -2601 T1 9- 1 2645 B1 7- 5 -375 W1 5- 6 -2796 T1 :SPLICE: 7- 8=2.5 x 5.3 PLATES 8- 9=2.5 x 5.3 5'-4"-14 12 4 ~- 10'-0" 4'-7"-2 4'-0" 4x3.5= 4x3.5; ~3 -~4 3' -7"- 1 3"- 3'-7"-15 -15 ,k 6 I N \ 2'-0>, BRG 6 IN 24'-0" BRG 2'-0„ SCALE: ~ 6'-4"-14 5'-7"-2 5'-7"-2 t FT=.304.1" ~- ~ ~ 6'-4"-14 214412 _. 1/ R A i THIS COMPONENT DESIGN IS INTENDED FOR USE BY THE BUILDING AF~CHITECT AND ENGINEER IN PREPARATION OF THEIR FLNAL BUlLDiNG DESIGN. DESIGN CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE-TPI AND NDS BY THE NATIONAL FOREST PRODUCTS ASSOC. NO RESPONS181L1TY IS ASSUMED FOR THE ERECTION,BRACING (c) 1990 LUMBERMATE Div of AND ASSEMBLY TO THE COMPLETE STRUCTURE, S€E BWT-76(TPI). CUT MEMBERS. TO BEAR. LATERALLY SUPPORT Alpine Engineered Products Inc ANDRGAGELLPRESSAP~ATESSSECURELY ON BOTHDSIDEDS OFLJONNTS~ CENTERAPLA?ES40N)JORNTSNDNLESSDNOTEDIZE ©ESIGN PREPARED BY TRUSS FABRtCATOR SPLICES SHALL 8E 1/4 PANEL +/- 1'-0" UNLESS NOTED. PLATE SLOT DIRECTION ANO PLATE ORIENTATION IS INDICATED BY HASHMARKS. 10'-0" 4'-7"-2 ' S'-4"-14 12 1 4