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Home My WebLink About0101146-Building (garage)OSHKOSH ON THE WATER .lob.Address 1922 COLUMBIA AVE Designer Category CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner KELLY J/JOAN F QUINN Contractor OWNER 150 - New Accessory Buildings-Garages (Residential) No 0101146 Create Date 04/30/2003 Plan Type I(~ Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ~ Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies Garage 0 Sq. Ft. Baths 0 Signs Foundation (~ Poured Concrete O 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/New 25' x 32' detached garage. The driveway shall be paved within 18 months. All work shall comply with applicable codes. A of Work SEPERATE PERMIT WILL BE RQUIRED FOR ELECTRIC WORK FOR THE GARAGE. HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $11,000.00 Plan Approval $0.00 Permit Fee Paid $65.00 Park Dedication $0.00 Date 04/30/2003 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. Signature Date Agent/Owner Address 1922 COLUMBIA AVE OSHKOSH WI 54901 - 2110 Telephone Number OSHKOSR ON THE WATER Job Address Designer Category Type CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD 1922 COLUMBIA AVE Owner KELLY J/JOAN F QUINN Contractor OWNER 150 - New Accessory Buildings-Garages (Residential) · Building O Sign O Canopy O Fence O Raze No 0101146 Create Date 04/30/2003 Plan Zoning Class of Const: Unfinished/Basement 0 Sq. Ft. Rooms 0 Finished/Living 0 Sq. Ft. Bedrooms 0 Garage 0 Sq. Ft. Baths 0 Foundation O Poured Concrete · Floating Slab O Pier (~ Concrete Block O Post O Treated Wood Occupancy Permit Flood Plain __ Park Dedication # Dwelling Units Use/Nature of Work O Other Height Stories 0 Ft. Height Permit 0 # Structures 0 Size [] Projection Canopies Signs .~FP,/New 25' x 32' detached garage. The driveway shall be paved within 18 months. All work shall comply with applicable codes. A ~EPERATE PERMIT WILL BE RQUIRED FOR ELECTRIC WORK FOR THE GARAGE. HVAC Contractor Electric Contractor Fees: Valuatio~n Issued By: ~ Plumbing Contractor $11,000.00 Plan Approval $0.00 Permit Fee Paid $68.00 Park Dedication $0.00 Date 04/30/2003 Final/O.P. 00/00/0000 [] Permit Voided In the perforr~ance of thi~ w/~ I agre/e)to~form all work pursuant to rules governing the described construction. / , Signature~ ?~.,~. /~~ Date ( ~' /) ~ Agen~Owner Address 1922 COLUMBIA AVE OSHKOSH WI 54901 - 2110 Telephone Number ZONING/LAND USE COMPUANcE CHECKUST JOB LOCATION: ZONING PROPERTY OWNER/CONTRACTOR: C~ L.) t ~,j n.J CONSTRUCTION DATA: ~ New Construction · TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) Addition Alteration COMPLIANCE CHECKLIST DEFICIENT Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards BUilding Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards .. Height Conditions of Approval ComPliance with P.C. or BZA Conditions of Approval Signage Standards Drainage Plan 'COMMENTS REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the- Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or intedor work when the use is conforming and when no change in use is' proposed. (2) Maintenance items, e.g. siding, windows, etc., · when the use is conforming and when no change is proposed. APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEVVED BY: ~ r.~ I b, ./f- LO , ,:5 50.0' 50.0' DISCLAIMER 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. 1922 Columbia Avenue City of Oshkosh. WiscOnsin Community Development ................... OJ'HKOfH 1" = 20' o. Created by - MLD N 10/01/02 WALL~'2X ~ t-tl', lO' ~ ~t I'IHO. "qi~ Ft'TCI-t ~ / 12. ~t-t-rHo, W. k, 5t-ItHOLIE,9. 2.t.I. 2-'-/~ blPlHO )OOR~ t~erut~, - ,tAME q-loHE. I)RAW IH .' Wtl, lPoWs-lpook9 · "ROOF LIH'I~ /12 9.1.t. 3tPlHO qAME WIHUoWg-Uook9. -'ROOF LIHI~ Job ~ Truss Truss Type Qb/ Ply JOBS T1 FINK 15 ~ (optional) 4.201 SR1 s Nov 16 2000 MiTek Industries, tnc. Mort Apr 21 16:02:18 2003 Page 1 [ -1-10-8 I 7-10-14 [ 15-0-0 I 22-1-2 I 30-0-0 i 31-10-8 [ 1-10-8 7-10-14 7-1-2 7-1-2 7-10-14 1-10-8 Scale = 1:54.,- 5x5 4 4.00 ~1~ 2x4 ".,", ~~ ~ ~.~. ~~ 2x4// ~ 3 5 4x7 -- 10 9 8 4x7 3x5 ----- 3x5 ] 10-3-4 [ 1 9-8-12 I 30-0-0 I 10-3-4 9-5-8 1 0-3-4 LOADING (psf) j SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.25 10 >999 MIl20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.90 VertCFL) -0.62 8-10 >580 BCLL 0.0 Rep Stress Inor YES WB 0.35 Hor-z(TL) 0.12 6 n/a BCDL 10.0 Code WISC/ANSI95 1st LC LL Min I/dell = 360 Weight~ 98 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1546/0.3-8, 6=1546/0-3.8 Max Hor'z2=-18(Ioad case 3) Max Uplif12=-190(Ioad case 2), 6=-190(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=21,2-3=~3116,3-4=-2713,4-5=-2713, 5-6=-3116,6-7=21 BOT CHORD 2-10=2947, 9-10=2018, 8-9=2018, 6-8=2947 WEBS 3-10=-544, 4-10=812, 4-8=812, 5-8=-544 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 tt above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per WlSC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 190 lb uplift at joint 2 and 190 lb uplift at joint 6. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job Tress Truss Type JOBS GE1 , F NK 2tY llY (optional) 4.201 SRI s Nov 162000 M~ek Indusb'ies, Inc. MonApr 21 16:02:11 2003 Page 1 I -1-10-8 [ 15-0-0 I 30-0-0 i 31-10-8] 1-10-8 15-0-0 15-0-0 1-10-8 Scale = 1:54..' 5x5 9 4.00 ~ 3x5 = 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x5 = 3x5 I 3o-0-0 I 30-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.30 Vert(LL) n/a n/a MIl20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.04 1-2 >587 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 16 n/a BCDL 10.0 Code WISC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 SPF Stud REACTIONS(lb/size) 2=289/3~-0-~~22=-~/3~-0-~~16=289/3~-~-~~25=142/30-~-0~26=148/30-0-~~27=148/3~-0-~~28=148/3~-0-~~29=147/30-~-~~3~=15~-~30-0-~~31=146/3~-~-~~24=148/3~-~-~~ 23=148/30-0-0, 21=149/30-0-0, 20=147/30-0-0, 19=152/30-0-0, 18=146/30-0-0 Max Horz2=-lS(Ioad case 3) Max Uplift=-117(load case 2), 16=-119(load case 3), 26=-41(Ioad case 2), 27=-45(Ioad case 2), 28=-44(Ioad case 2), 29=-41(Ioad case 2), 30=-53(Ioad case 2), 31=-20(load case 2), 24=-40(Ioad case 3), 23=-45(Ioad case 3), 21 =-44(load case 3), 20=-41 (load case 3), 19=-53(Ioad case 3), 18=-20(Ioad case 3) Max Grav2=289(Ioad case 1), 16=289(Ioad case 1), 25=142(Ioad case 1), 26=155(Ioad case 5), 27=148(Ioad case 1), 28=149(Ioad case 5), 29=147(Ioad case 1), 30=152(Ioad case 5), 31=146(Ioad cass 5), 24=155(Ioad case 6), 23=148(Ioad case 1), 21=149(Ioad case 6), 20=147(Ioad case 1), 19=152(Ioad case 6), 18=146(Icad case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=42, 2-3=-51, 3-4=-33, 4-5=15, 5-6=15, 6-7=15, 7-8=15, 8-9=15, 9-10=-32, 10-11=-32, 1.1-12=-32, 12-13=-32, 13-14=-31, .14-.15=-33, '15-16=-51, 16-17=42 BOT CHORD 2-31=8, 30-31=8, 29-30=8, 28-29=8, 2%28=8, 26-27=8, 25-26=8, 24-25=8, 23-24=8, 22-23=8, 21-22=8, 20-21=8, 19-20=8, 18-19=8, 16-18=8 WEBS 9-25=-142, 6-26=-148, 7-27=-'148, 5-28=-148, 5-29=-149, 4-30=-143, 3-31=-168, 10-24=-148, 11-23=-148,12-2'1=-148, 13-20=-149, 14-19=-143, 15-18=-168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per WISC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not expossd to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are 2x4 MIl20 unless otherwise indicated. 4) Gable requires continuous bottom chord beadng. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 tb uplift at joint 2, 119 lb uplift at joint 16, 41 lb uplift at joint 26, 45 lb uplif[ at joint 27, 44 lb uplift at joint 28, 41 lb uplift at joint 29, 53 lb uplift at joint 30, 20 lb uplift at joint 31,40 lb uplift at joint 24, 45 lb uplift at joint 23, 44 lb uplift at joint 21,41 lb uplift at joint 20, 53 lb uplift at joint 19 and 20 lb uplift at joint 18. 6) This truss has been designed with ANSIfTPI 1-1995 criteria. LOAD CASE(S) Standard 9~00-~Iz/OOg Document Number STATE BAR OF WISCONSIN FORM 3 - 1998 QUIT CLAIM DEED This Deed, made between Grantor, , Grantee. real estate in iG. rgntor qt/lt claims to Grantee the following described .~] }q~t~/) ·County, State of Wisconsin: EEGISTER'S OFFICE WINNEBAGO COUNTY, WI RECORDED ON 04/29/2003 03:20PM SUSAN WINNINGHOFF REGISTER OF DEEDS ~ECOROI~ FEE 11.~ IRP~;FER FEE # O~ PAGES 1 Recording Area Name and Return Address 14// 12..15&1oooo q. Pamel Iden, tification Number (PIN) This ('~ homestead property. {is) (is not) Together with all appurtenant rights, title and interests. Dated this4/~' q ~ ~ 3 ~. ~~~~~ · {~ ../ZL~..~ ) (SEAL) Signature (s) AUTHENTICATION authenticated this __ daY of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) (SEAL) (SEAL) (SEAL) ACKNOWLEDGMENT State of WisCOnsin', ~ss. ],, ~-ff l°~/l'~£~' County.. Pers~y¢?~e bef°re me this '~'~-- dayof , ~ ~ , the above named THIS INSTRUMENT WAS DRAFTED BY (Signatures may be authenticated or acknowledged. Both are not necessary.) to me known to be the person ~ who executed the foregoing instrument and acknowledge4hE~m&~*~ My · ~ ...... commission is ~oeJ:hla..nefirL_LIf. ~lhot, state expiration date: * Names of persons signing in any capacity must be typed or printed below their signature. QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3 - 1998 Wisconsin Legal Blank Co., Inc. Milwaukee, Wis.