Loading...
HomeMy WebLinkAbout0104592-BuildingOSHKOSH ON THE WATER .lob Address 911 WINDWARD CT Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner JAMES E/DARLA LEUTHOLD Contractor CR MEYER Category 111 - Single Family Addition No 104592 Create Date 10/06/2003 Plan Type IO Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: 8 Size 540 sq ft Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. L~ Projection J Finished/Living 0 Sq. Ft. Bedrooms 0 Stories 1 Canopies 0 Garage 0 Sq. Ft. Baths 0 Signs 0 Foundation O Poured Concrete ~ Floating Slab ~ Pier ~ Other ~ Concrete Block ~ Post ~ Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature SFR/ Constructing an addition off the rear of the house, with a 34'x 10' "L" shaped covered patio. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $45,000.00 Plan Approval $50.00 Permit Fee Paid $170.00 Park Dedication $0.00 Date 10/06/2003 Final/O.P. 00/00/0000 Permit Voided 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 Agent/Owner Address 895W 20TH AVE OSHKOSH WI 54902 - 0000 Telephone Number 235-3350 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. 0 ~ O~fO 0 o GHANNEL 2..5' DUILDIN® .'SCE~AOK LINE 25' DUILDIN® 5ETrCACK LINE NIEF,,t 4" 5TAI"d:F::'ED '-------~/ ADPlTIO~/ mm ~ mmm mm ~', mm mm ~ mm * m~m mm ~ mm SIDE,P,IALK J, dl NP~ARD OOUFET 1"= 10'-O" ~Z E DESIGNED BY: CHECKED BY: b LLI DATE 3 OCT, 2003 PROJECT NO. 730201 LLi Z SHEET NO. Cl01 o~ O o ~o c- O o CHANNEL ' ED®E O~ RIP-W~P , _ _ ............ ~ L I I i ii i t i i ii ......I I iiii I i i I It I i I i I t I 25' DUILDIN® ~TiDAOt< LINE 25' BUILDING 5ETBAOK LIN~ SI~EP~K :PEMO EXISTIN® OONO~ I EXISTIN® HOUSE EXtSTIN® PEN©E ~i NIPNARP COURT I~XlDTIN~ DITB I='L. AN 1"= 10'-O" ~ ~0 DESIGNED BY: CHECKED BY: Iii Z I C o O DATE 3 OCT, 2003 PROJECT NO. 730201 LL! Z SHEET NO. 0102 OSHKOSH OFFICE: (920) 235 -3350 RHINELANDER OFFICE: P.O. Box 2157 Fax: (920) 235 -3419 P.O. Box 1308 (715) 369 -2223 Oshkosh, WI 54903 Email: info @crmeyer.com Rhinelander, WI. 54501 Fax: (715) 369 -5012 Copyright 2003 C.R. Meyer and Sons Company r u O b� -0 2A L. ' PROJECT > ca w ADDITION FOR: v m ~ o O LA � M F LOO R o LEUTHOLD RESIDENCE Building olutions Since 1888 V o j Z c _ g PLAN w ARCHITECTS CONTRACTORS REV DATE DESCRIPTION BY CHKD CHG ENGINEERS CONSTRUCTION MANAGERS Oshkosh W isconsin CONSULTANTS MACHINE ERECTORS N O M N O N � M .n W U 0 Co O W oD xc �� W Z O� cc a: a E 8 to M V ccn N LAS o N O .w v o cm, It , Ll O to = N 3 � X t � m O c. 0 a E O U C O d U ° o N IE t U F C C ROOF WINDOW (TYP) mm Q OBI N pis 4 m 36 -0 341-0" ___ ___- -- ==== r ---- � = =a= i I i I I I T I I I I I L = == = J===== ___________ _ ------------------ _________ I - - -- - - - - - -- - ---------- _ = = =z -- _____ - -�- -- _ - PRE— FABRICATED WOOD TRUSSES 1. WOOD TRU55ES SHALL CONFm TO im LATEST EDITION OF THE 'DFSION SPOCIFIC MIS FOR LKIHf• METAL PLATE CONNECTED WOOD TRUSSW PU9JSM Bif THE TRUSS PLATT: BISRTMF. Z WOOD TRUSS FABRICATOR SHALL SUNU CALCULATIOMS 70 THE ENQ** ER FOR RENEW PTEOR TO mrmlATM THE CALL LILAIM MUST BE STAMPED BY A REm 1 . 1 RlOD PROFESSIONAL EN99*19L 3. WOOD TRUSSES MUST BE E WEED AND W= ACCOFIDIND TO THE PROCEDURES DESCMED IN LNG WOOD 7RUSSESe OONMBMMY AND FSOOMMENDARW PLIBLLSm BY THE TRUSS PLATE R/STTME rl POST FOOTING A102 1' -0" = V -0" ROOF FRAM INSP PLAN 1/4" = V -0" T5. 4X4My4" GOLUMN MRAPPED WITH FINISHED CEDAR BOARDS IONXIONXIY4 PLATE W/ (4) %m ANCHOR BOLTS 4" THICK SLAB b - #b BARS AND 04 TIES O 12" O.G. #5 BARS O 10" O.G. (2) 0,641.5 CHANNELS W/ BY4 DIA. THREADED ROD W/ 4 NUT'S EXI5TIN6 FOUNDATION WALL 1 2X4 24 TO CANTILEVER FOR OVER HANG (TYP) T.S. VVRA WITH CEDAR FIN15HED BOARDS I CLAM HEAVERS LVL 4" BEARING (TYP) 4" DRAIN TILE TO BE 1 INTO EXISTING DRAIN 1 12 "W. FOO' WITHOUT REI 12' FOUNDATION 1^ (FOAM R (2) 119'4" MICROLLAM LVL HEADERS 4" BEARING (TYPE 5' -O" OF E) OPEN @ GR> AL SPACE 1' -0 = 1' - 0 " IIV TJIA'PR0 350 JOIST O Ib"O.G. PV 34 05B T#& NAILED AND GLUED (TYPJ - cr d CV 22' -0" i --- ------- ___________ ________________ _______________ FLOOR FRAMING PLAN 1/ = 1' - 0 " m 00 o0 a� w OO ►`' z at 4) V Z 5EOw v w W z O U O •N m e cr. Q �V wwJ LU t Q W U O 2 U x U m z O I-- U III 0 w Q O w DESIGNED BY: CHECKED BY: C W O U � Z W I- tr 0 W O O a p Q Q J 0 F- w ch 0 JC y O DATE 3 OCT. 2003 PROJECT NO. 730201 Z c a o Q Z � U) Z z O —j LL LL 0. SHEET NO. Al 02 OSHKOSH OFFICE: (920) 235 -3350 RHINELANDER OFFICE: P.O. Box 2157 Fax: (920) 235 -3419 P.O. Box 1308 (715) 369 -2223 Oshkosh, Wl 64903 Email: info @crmeyer.com Rhinelander, V41. 54601 Fax: (715) 369 -5012 Copyright 2003 C.R. Meyer and Sons Company w �e Imo. ■ J 11 � 11 ...� U T1 _rn r b r x — o IFMI co N z Q o ,..� ELEVATIONS Nm" L Z ° w -q> N m o w PROJECT v o �, v z v Building Solutions Since 1888 ARCHITECTS CONTRACTORS ENGINEERS CONSTRUCTION MANAGERS CONSULTANTS MACHINE ERECTORS ADDITION FOR: LEUTHOLD RESIDENCE Oshkosh Wisconsin - REV DATE DESCRIPTION BY CHKD CHG N r O M '�) N (O N 0) d7 1^0 M C W V I O W Z g'c UA ..9 c =Qr ac a Ix E cq � N N W 7 s u . u W c o � O to = N' � X J 20 = y0 o r OL TOP OF WA ELEV. 108' -O" FIELD VERI 5 A401 gt TOP O F FND. WAL ELEV. 4W-51/2" BOTTOM OF FOa ELEV. 42-11 I/2" RIGID INSULATION )11 I 0513 5HEATHING YZ' CERAMIC TILE )�" TILE - BACKER UNDERLAYMENT Y�" TILE- BAGKEi 3 / 1 4" 055 SUB -FLOOR 3/4' WOOD BASE TO MATCH EXISTING WOOD BASE TG Ys" PIPE W/ HEAT TRANSFER PLATE Ys" PIPE W/ HEAT' ATTACHED TO UNDERSIDE OF 5U8 -FLOOR ATTACHED TO UNDER5IL 11/2" RI61D FOIL FACED INSULATION 1 I /2" RIGID FOIL F. v d Q v ve d T C 0. E 0 I to r- 0 c `m m 1 U 0 � T a > U m NEW CRAWL o- 0 v Y ELEV. q2' -11 1/2 i� d d Q . v d v R -II BATT INSULATION R -II BATT I145ULATION G.M.U. BOND BEAM G.M.U. BOND BEAM W/ (2) #5 BARS W/ (2) #5 BAR-5 I l% TJI/PRO 350 J015T 2" FOAM FOUNDATION FORM W/)�" DRYWALL SHEATHING II"/a" TJI/PRO 350 J015T 2" FOAM FOUNDATION FORM V41)2" DRYWALL SHEATHING 12" FOUNDATION WALL a 4 SLAB a v 3 OF )1" GLEAR STONE OVER 6 MIL VAPOR BARRIER d 24" WIDE FOOTING � d.d d 4" DRAIN TILE d v d d a a d 4 d Q 0 e v 2 PARTIAL YiALL SECTION A401 ill = 1' -0" 12" FOUNDATION WALL 4 SLAB 3" OF 11" CLEAR STONE OVER 6 MIL VAPOR BARRIER 24" WIDE FOOTING 4" DRAIN TILE 3 /� � PARTIAL. YVfALL SECTION fVT01 1" = 1' 'V " & DRYWALL & DRYWALL R -Iq BATT INSULATION )�" RI61D INSULATION EXTERIOR VAPOR BARRIER 2X6 0 16" O.G. EXTERIOR STUD WALLS 6" 055 SHEETING INTERIOR VAPOR BARRIER i i i i i r4 PARTIAL YiALL SECTION A401 1" = 1' -0" %" EXT. 055 R ICE 4 ALUMINUM GUTTER 8" ALUMINUM FASCIA VENTED ALUM. SOFFIT SIDING EXISTING STEEL 51DING EXTERIOR VAPOR BARRIER 2X4 0 16" O.G. EXTERIOR STUD WALLLS YS" 055 SHEETIN6 INTERIOR VAPOR BARRIER 5 PARTIAL YNALL SECTION A401 1" = 1' -0" _ �� s1 i1IV1ilI - m Y1%1 r Y1LL 1/ V HT "LV FIN15HED o L16 WELL 4 GEILIN6 PARTIAL NULL SECTION A401 1" 21 " (8" BENT PLATE " 11LON6 BRACKET 0 I%OXII°Y4" LVL �y= PLATE " 5*)0L" . .. 4 " vl/ �4 "" EDAR FIR N15H BOARDS s PORCH HEAVER SECTION 40111 " = 1' -0" Qv ,�. A SUILfliNG SECTION A401 1/2" = 1' -0 "