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HomeMy WebLinkAbout2002-Building (sign) (IIIIDIP ' CITY OF OSHKOSH No 0097431 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 103 111 N SAWYER ST Owner LOUIS A THOMA ESTATE Create Date 09/20/2002 Designer Contractor STAY LITE LIGHTING Category 254 - Signs Plan Type 0 Building • Sign 0 Canopy 0 Fence 0 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 0 Garage 0 Sq. Ft. Baths 0 Signs 0 Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Not Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 0 Use /Nature Sign - install ul listed illuminated sign on existing pole, as per plans and calcs. of Work HVAC Contractor Plumbing Contractor Electric Contractor UNKNOWN ? ? ?? Fees: Valuation 00.00 Plan Approval $0.00 Permit Fee Paid $25.00 Park Dedication $0.00 Issued By: Date 09/20/2002 Final /O.P. 00 /00 /0000 ❑ Permit Voided In the performance o i5 ork I free to pe II work • ua to rules governing the described construction. Signature / f &AI Date e�` Agent/Owner Address 2215 KELBE DR LITTLE CHUTE WI 54140 - 0000 Telephone Number 920 - 788 -3400 ZONING/LAND USE COMPLIANCE CHECKLIST • JOB LOCATION: / 6 3 Ill f 5p-t,i ZONING PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: New Construction • ____ Addition Alteration TYPE OF CONSTRUCTION: (i.e. fence, ool, parking P g i ot, sign, etc.) 1-Q--w S`b ,. C.44 .1A-01 _____V_ -, .3062 COMPLIANCE CHECKLIST • DEFICIENT COMMENTS Use _____ Lot Wcdth ____ Lot Area ___ Lot Area Per Family Floodpiain 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 REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, 1 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 and when no change is proposed. \ _ APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: �- DATE: 9 `i g' O a w "bs 0 1 .rte. tk q Q k \ .. 1 - IL i pct' q. l< ti) 4 ( i k a T ck N 2 h 5 q t i - k Page 1 of 1 i r e, ,,,, , 1, ,- 4 --` IMAM ,..,: , . ,...„..,. 1 ... ,„, __-_„,*_ -,. - , --, _ . .,tc--? raki,_ le-,i41:,,: , _„:„. . . .� i 1 ..r F.,,iF,i,..-.1'::!.... '.!4:1' ■LIkl.. ' V3 C k V k v) cl N. c til >- cii N 11 /08/2001 file: / /A: \MVC- 003F.JPG 09/20/2002 08:31 6366396258 FAGE 01 GROUND SIGN ENGINEERING JOB NAME: Mark ADDRESS: 920- 788 -3120 QUOTE # Oshkosh, WI • maarimmimimazimmamoimmmienrimuminsi HEIGH 5.00 — -- _ ._. — . ' ' 1 , LENGTH r __ . ... 7.00 - _._ —.._ .... � ��z� HEIGHT TO BOTTOM; 10,00 , 'r' Pf; .'i a M r.: ?4AraiN l h ; -m ' .A „ r' l i'rti, A pl'oi1l 1l1aAi I£ nd. +h 1 ( @ 1 { 1{:Rl 'n' sils `� 11-: 1I; ((<<+�1;r i�, t ,' i it t,it: tl i i i�. � $l' .. i .�i „7uI.A t,ivik �:It s. �t POLE SPECIFICATIONS POLE RES111:TS lit) frey c ells) NUMBER OF POLES 1 POLE STAG # 1 2 3 STUB i.___ —_� (TOP)[ NUMER OF POLE STAGES 1 POLE HEIGHT - Or _ �� SIGN MOUNT end - 4 B ___... SLEEVE LENGTH 2 21 POLE SHAPE pipe YEILD STRENGTH 31,600 31,60 31,600 31,600 POLE WI NDLOAD ... .. 1 �Ie i � � - n yr � �� i tl'`l s g 1 : I `' ` � , i , f :� a "1 :iii • r �i ol 4 li "I'if1+' n � r � i t o ; NUMBER OF ANCHORS _ —__ ' , ... L „ ,1;, h ; ` f1 1 10 ;04111,. l'' bi ° ,A; ,0 4 f t .- a . + i t . ,:1i I,.. ..1h .' GIL T !,', ' _ ,i,;>u BASE SPECIFICATIONS BASE RESULTS SASE SHAPE CAISSONIDRILLED FOUNDATION PtN , ^9I1 i � 1 s ' r + l +i BASE WINDLOAD 4Q�PSF 1 t;� �, r, t 2 4 "` E sr, SOIL CONDITION POOR ,, 1 � r vhr m — SOF CLAY, SANDY,VVE N l a `1 I1 t .: . �� 'koli,:4 + , 1. LATERAL SOIL PRESSURE! 200PSF i . ' 1! s+tol,la� 1 110 1 ', I dt ! H U� I h' A t i 9 S 1 RE -BAR ' �" �, ti i 1.�' � �, i I,� `�i�I � ' t (,i° : s r AUGER DIAMETER 2IFEET VII' 0 � 1 to- € E g; ;g fi i' E s �1 i ;iii + � Ii 1k, Safety factors nay it ,i S . wr 44 , r r P�ni x4...A1.... e.tu, iko t!. 6__ t �∎1k, ll Y y be adjusted by increasing or decreasing windloads for poles end bases SEC TION MODULUS CALCULA I IONS FOR P01 1 WIND PRESSURE Pn = HEIGHT X LENGTH X HEIGHT TO CENTRE X W!NOLOAD = 17,500POUNDS (FOR EACH SIGN ELEMENT) or 17.5 iKIPS SECTION MODULUS SM = (Pn X 12) / YE4,p STRENGTH = 6.65 , 0.00, 0.00, 0.00 NUMBER OF POLES FOR POLE STAGES 1, 2, 3, STUB YEILD STRENGTH = ALLOWABLE WORKING STRENGTH OF STEEL i.e,(38,000 PSI X 88% = 31,600 PER ASIC) BASE CALCULATIONS CAISSON BASE: OVERTURNING MOMENT i LATERAL SOIL PRESSURE RESISTANCE Pa X (HEIGHT TO CENTER 4 BASE DEPTH X .34) / (BASE DEPTH X .50) <= SP X BASE DEPTH (BASE DEPTH X .32 X AUGER DIAMETER) X NUMBER OF BASES AREA WIND PRESSURE Par HEIGHT X LENGTH X WINDLOAD / 1000 (TO CONVERT TO KIPS) SOIL PRESSURE SP= ALLOWABLE LATERAL SOIL PRESSURE IN KIPS o Q © 7 r 0 0 0 I t a' t 41 t •