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HomeMy WebLinkAbout0059835-Building 'C_J CITY OF OSHKOSH No 0059835 OSH' OSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 823 WINDWARD CT Owner ERNST W LISEK III Create Date 8/26/97 Designer Contractor VANDENBOOGAARD CONSTRUCTION Category 111 - Single Family Addition Plan ' Type • Building ( 0 Sign 0 Canopy O Fence O Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. U Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation Poured Concrete 0 Floating Slab 0 Pier 0 Other Concrete Block 0 Post 0 Treated Wood Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 1 # Structures 1 Use /Nature SFR/ 13' x 16' bedroom addition, convert existing bedroom area into bathroom and closet, replace 2 windows of Work HVAC Contractor Plumbing Contractor HOMEOWNER Electric Contractor Fees: Valuation 000.00 Plan proval $0.00 Permit Fee Paid $80.00 Park Dedication $0.00 Issued By: Date 8/26/97 Final /O.P. . 0 Permit Voided In the performa ce of this ork 1 agree to perform all work pursuant to rules governing the described construction. 7 Signature .. �(�4 r Date .-, k� � gent/own u Address 918 EVANS Oshkosh WI 54901 - 0 Telephone Number 426 -5821 ZONING/LAND USE. COMPLIANCE CHECKLIST JOB LOCATION: �a3 L J �2 � � c ' i— ZONING R f PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: New Construction Addition Alteration TYPE OF CONSTRUCTION: (i.e. fence, pool, panting lot, sign, etc.) \ COMPLIANCE CHECKLIST DEFICIENT COMMENTS Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards Budding 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 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 interior 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 a en no change is proposed. ____ APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: 7 DATE: 7 (1—) 4/ERHALEN JOB NAME: L/ J IC 1 N C. LOCATION: a The Pella �,,,,,,�,�;,,,, „,t Window Store CONTRACT DrVT. ON PHONE: DATE: r:—.1A4,-/cd .... . li, LI 4 ' I 1 r i ___ 1 ,a ` 'T ;; N . \\J I 1 . ..., • ,, , .1, , . , , , ...._. • ,.. r ii',1 q1I11 + 3 1- r4V :3 1O/ tr, .f: l ti S f 1 1 KS 1 I i 'fi ' . .o , GREEN BAY MILWAUKEE MADISON MAROUETTE MEQUON 704 Lombardi Ave. 3205 N. 124th St. 8725 Seyboid Rd. . 2292 U.S. 41 West 1330 W. Towne Sq Ad. Nt 1 (414) 435 -3791 (414) 7836600 (608) 271.6B00 (906)228.3988 (414) 241.4411 1.800242.1008 1.8002421212 1100 1100642.2904 NEENAH RACINE WAUKESHA WAUSAU t�ao a�3133s 2318 American Dr. 8400 Washington Dr. 19035 W. Blue Maud Rd. s un „n Playa I ... — � -- Paper--Cal Steel -Co: - - -- - - - Ph. (612) 631 -9031 Fax. (612) 631 -9670 , \ _ ,_ I , — \ . _ _ _ _ _ 1 ■ . ,� .s . I I I ' _ fi r.. _ T_ ,, j t -{ �,�,` ' 1 P. P. 1 . i i . i p A ��/ �_ j i N, .. • 1 I e. i f " \ t_44/ . _ . • . I zI i ' _,_; l ,... . _� . �,r - - __- . _ _. _ . _ 1 - -- -- r.... ---;. al .4,- I, v + LJ _. , . LL, L _ sumo e .. -- _ , . -- -�-- .,, ....,. a--- © .._. Lf") g Z 3 w 1140 WkR.1�t ; , Job Truss Truss Type ay QUEENPOST ?6 NOFFKE LUMBER 3.3T s Jan 6 1997 MiTek Industries, Inc. Tue Oct 28 00:06:50 1997 Page 1 1 - 1 -10 -8 , 3 -7 -7 8 -0 -0 12 -4 -9 16 -0 -0 � 17 -10 -8 � 1 -10 -8 3 -7 -7 4 -4 -9 4 -4 -9 3 -7 -7 1 -10 -8 4.00 5x5 = 3 . ii 1 11.0.011.„ � ��� 1x4 2 4 g 3x5 ; 3x57 , a,_. ,m, 1 3x10 = 5 4x7 11 4x7 11 8 -0 -0 16 -0 -0 8 -0 -0 8 -0 -0 Plate Offsets (X,Y): [1:0 -0-0,0 -1 -5], [5:0 -0-0,0 -1 -5] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.09 6/5 999 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.57 Vert(TL) 0.14 6/5 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 5 n/a BCDL 10.0 Code TPI Min Length / LL dell = 240 Weight: 58 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4 -5-0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing. WEBS 2X4SPFStud SLIDER Left 2 X 4 No.2 SPF 2 -5 -11, Right 2 X 4 No.2 SPF 2 -5 -11 REACTIONS (Ibs/size) 1= 869/0 -5 -8, 5= 869/0 -5-8 FORCES TOP CHORD 1 -2= -1143, 2- 3 = -929, 3- 4 = -929, 4 -5= -1143 BOT CHORD 5-6 =1013, 1-6 =1013 WEBS 2- 6 = -142, 3 -6 =260, 4-6= -142 NOTES 1) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard