Loading...
HomeMy WebLinkAbout1984-Building (new canopy) L E i CD C -L T U 0 CA nsr , 1 � v c 0 Q CD cy L() M •1 C o 0 o c -p + CO I. \ • d O `. r o c a' O t 6 ' al C \ N • .3 0 Z Z \," � o L 1 m o u> 11k 'd 'O E 1 0 O cn m = (C; O L ■ o fn . o LL d \� / 1 C , t c a) a) m C, . � .o \ ` \ \ L p� O t $ 7 i 0 ��. U f= ' 1 i I N N N 0 rJ — ■j 7 a' 1 O c a) r c= 3 c a' c N U a c? • E c • C Al .„.) rn c Q) o 8 Z 2 U < . LL w (n it N o_ . .a a) c a) U U O a' O_ 4 Jo 43daQ \( � j c d 7 ■ (n 1— \YY 2 2 3 1 ? -'/ °'m o Ca C ......I'' C co U m U �, a) 1 a' Fs •2 a' O 3 r g, c., ct 0 CD • CL , ..4 i Nn L4,;41/ 5.- o >. c . -a 1 o 11 ' a VV ^ 1 ll1 s Hot, U ` N Fc 73 » W p O > Z N c - ° $ _ a) rn 1 a) 0 1, Z V W , m U L � � 1 cn O d 0 0 0' p -p N 1 O Z U O -p 5 c g W O� G ` , " :E , O w c a� c " U a) ♦ Q a) �C 1 J C O c 4) O) 1- 1 o o L N c L 0) a - o N m 0 cc l L7 2 W 1- o w m c O U < m < O c O • c o ❑ 3 - > c p, u) a co v) N NI . w c ) Q m 14 Q ' 1 u_ m v D a_ O 1 ` ca o O O a) v) W 1 \ t i o g 0 N ' CO c CC -2 ❑ , c c �a) -6 ❑ is •m Q E c a) H p a' m m o a) EC U Z ` Q o C m a o a CC m U Q 1 ■ ❑ 1 \ � � c cn � U C ❑ U (n v' ► c o� p W J v \ D (/)UVimO ❑ st a' a + c>s a c a) a) d� r `. v° Ill c) c as I El � \ 7 7 = d N co 1— _ Y 2 \ k m y , _ U ❑ U a' U . \ o O c 5 t U co N klopo O N a) ❑ C I L L I w > L W Q (n O. U U o c 0 O ttS as -s) 1.1-1 m C: c , ` U u 0 D J co O❑ (2 -c c V Q V LL 2 cn Q 3 C m \ ,� ° 2 0 ❑ J H Z 'a 1 0 Q ) A , U 3 m a) Z '- a' O ❑ Q a.) al Es) V C us N �� ? a) _0 0 o m CO as (5 Cl/ •c >, a) ¢ m o a) = n. o-4 m e (n zmO c 2 c Z o a' H Q c o in in 8 m v) m 3 cu E F- .. '73 E CD -5 E U v c-° _ J 7 7 5 ti as c0 = 0 C= W 7 0 > r as J a) a) X Q N o Z C� o.mm �CO Y (nd ILLU(ODU w < 1 ZONINVLAND USE COMPLIANCE CHECKLIST I. GENERAL ' Building Permit # 5 .ning Conforming Non-Conforming Job Location /0'3+1/// Lot Dimension Property Owner Lot Area II. CONSTRUCTION DATA Describe Work: NEW CONSTRUCTION ADDITION ALTERATION Accessory Building Pool Single Family Fence Deck/Patio TWo-Family Boathouse Sign Multi-Family Utility Structure Porch Commercial Other (specify) Manufacturing III. COMPLIANCE CHECKS Complies Deficient Deficiencv/Comments Use Lot Width Lot Area Floodplain Front Yard Cr A 6.5 i„.0. Rear Yard (R) Side Yard (L) Parking Building Area Lot Area per Family Corner Lot — Other (specify) IV. REVIEW AUTHORITY The Planning Director, or appropriate designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change of use is proposed. (2) Maintenance items, e.g., siding, windows, etc., when the use is conforming and when no change of use is proposed. Instances where work complies with the above criteria, the permit can be reviewed by the Building Inspector without referral to the Planning Director. APPROVED NOT APPROVED Plan Commission Action Required 1—variance (s) Required / _mule 1 1 4 .441 s , " , X 1A2 4 0p " - amer■ E9 f - . COUNCIL- MANAGER ADMINISTRATION CITY' YY OF OSHKOSH NOV27 4 November 26, 1984 Mr. Robert Borgeson P.O. Box 446 Butler, Wisconsin 53007 RE: 103 & 111 N. Sawyer Street Oshkosh, WI Dear Mr. Borgeson: On November 21, 1984 , the City of Oshkosh Board of Zoning Appeals, approved the following variance(s) for the above referenced ply: An 8' front yard setback from Witzel Avenue for the construction of a canopy over an existing gasoline pump island with the condition that no signage is allowed on the canopy. Section 30.25(B), Duration of Board Orders, Building Permit, of the City of Oshkosh Zoning Ordinance, states that your variance(s) shall expire within six (6) months from the date of approval, "unless a building permit for such erection or alteration is obtained within such period and such erection or alteration is started and proceeds to completion in accordance with the terns of such permit" Therefore, please be advised that your variance shall expire on May 21, 1985 Building permits may be obtained from the Building Inspector, between the hours of 8:00 A.M. - 9:00 A.M. and 1:00 P.M. - 2:00 P.M., Monday thru Friday, in Roan 205 of City Hail, or call (414) 236 -5050. If you have any questions with regard to this matter, please oontact ne at (414) 236 -5057. Sincerely, cm' OF CSBROSH MMEa • PAUL W. EBPFURZ'H Planning Director /dn cc: Joseph Langkau 123 N. Sawyer Street J & L Oil Inc. 103 N. Sawyer Street CITY HALL • 215 CHURCH AVENUE • P. 0. BOX 1130 • OSHKOSH, WISCONSIN 54902 t- Z6Re er- Lew s l:Ipeo /03 N s4 STRUCTURAL CALCULATION FOR 2 x 4 (2 ! 1'' CANOPY ,Manu ( c-tuit.cd b 1 �.AvNc� Cetga STEEL KING CONSTRUCTION CO. a d.iv.i.5-i.on of King M(g. Cukp 1 100 Sou.f h (Oa tehtoton S.tne.(' Waupun, (1).bs -61 53963 Ab2; THO1a.y, J ,v: C, /03 A i-vy47: — l"'.s.i /. 1 fb/ J'/•tr; , • GOVERNING COVES _Tr4TE eye w st, - /n» /o.,,.,,, D Z.L. N.R. U.B.C. • AISC - Seventh Ed.i.tion MBMA - Meta2 & iCdi.ng Manu {actukc,c', A6AocLatLon Light Gauge Cod Fowled Ste et Vez-tgn 1fanuat - 1977 Edition (AISC) ALLOWABLE STRESSES Cotd Fo'tmed Membeuus "C" G'cade - 36, 000 PSI Y.ceed 22,000 PSI De.64'gn Hot Rotted StAuc-tuitat Shape.. A36 Gnade - 36,000 PSI Y.i.e.ed Co.Q.wnn.3 - ASTM A500 -68 46 KSI Y.Lc,ed PLej. and Footing Concne..te 3, 000 PSI M.Ln.unwn Stn. ength a.t 28 darl DESIGN LOADS 40 PSF LL + Appf c.abee. DL 20 PSF Wind Load .SO PSF- al.i nd dY ...DrVA DATE /( .1 -'Y- SUBJECT .. .. -. . SHEET NO / OF. CHKD. . D A T E BY TE JOB NO... A/ /.5.;ZZ .f a r.•. AL ,_'AI_ . ;' //f /1 r,D;vS \l .f /IAC L 1 L Ai /7 >! • ° IG L /A/E Oi .3(D" ,41.04), frAJ6Gc (,4u /,c,ec.a/3 vs7,8Lt Mref) N I !;72x /4- . -,. - - - -\- .- ,[ ---(- - - - -I I I �, - ' / , . ; \ O � G I / \ ` '' kti i +�' � ti / '4 \ l/ b V1 r I \/g (4:/ . 'q v: r 3 r te/ \( — —t N - ) - C� i 7YP /I AL)i / \ % • / \ N cif ■ / CV I /' t' \ %1 / s lil 1 • / /0,0' I 20. 1 /0. 40.0 ' ■ FEAMi/`/G fi A ki DES /on/ IDADf Iivow = 40.0 Psr CHE 1.3100 &Oz. De c/ L 4 ' 3(o0 Dta . 2.14t Psr `y= 3(0 fl,, 22 ... .Ix -0. 86 14 y 1 ;i, r 7/3 wmio /em, r 20,0 PsF O,b,e4f / :- 13n.33) :_52fi P g(1,-Y3): /0.&4/` 30.0 ?sP - I 1 1 [ 1TT t 1 TT 17 - r - FT 4795' 1 /J 75' ¢,715' /3..-478 ,')', /,78 __m_ . 516( 2 Z .n5) a- /D. L4(4.71,= — 70 t 14 e (7334.6 )(2 4- x4.775 ) _ (O.o4 -)(2 x ¢.795) /ft . P ] : f- (n¢�(43 7004 (n) -16 ` 0, ¢ H - / M r.v 22,000 ,/, a. . ihhF ' �� 360 P,oei /' ebv( C. • Jr DATE SUBJECT SHEET NO 2 ... OF 7 • CHKD. BY...... DATE .... JOB NO L3M. dm, y W /2x/4 A 9(0'/ W= 4 3 #-/4 = 523.S ex, r A!n)• v+� -lam' /¢, 9 f O, 9S �6s 5Co ".�or -4-1l9 ' J rTr 1:1 - r - rJT1 - rrz - r 2 /,03KS/ . 9,107' 200' l 9. (07' I /, 530 000 ! _ • 5238/9,fo7) t .096. (9.6,7)= - Z5,. ;Ce t / t' t (0.10/ )(39.3¢ x '47) - (n4ee)(.2 9.67) B 2 -fD. -77'� /)5E W/2 x /¢ ix.// 8 132 IC61 / SCv" T ;Zy AV /ix Jx= 42.n •,f =/ -44 gZ.s -7 ----- (�c ', /' _ 7¢,0 • 64875' !0.975 _1 4, 72.2/la) — _ 26 2¢.d,, % -92 20, BCC + - 0. ¢./ 8=2/.2/ --� /4 w /0.4 fl 7 S) ¢- 03 (4'4175)7-e ,,� - 72 2 / . . /ISe I/1/ y _.) • 1Mr. ..3 0fi 5 64. ' 1/ # l /A r_ /i - ('vrhi L //O 0 21,21 P q P- q • -) f'- (24/2)(4r/2.2(40,,,,,- '7leon �-rrr > . P }{ - 1132' (2.fi3)(7 ea 1. /132 .0/7 (4.e) 2 � �" MMAh. = 2 f- / /32(I.75> /8.(z 220. g n r- 0 - - 1( . 1'') r? J . = /, x ( f /f t 75.9 x- /, L) = 9 / /.S ,,14 m, 9 ,/ in /( _3. • /ry 4/G, /r1/ d i g ` ()(/¢.a)� /z) 1 J72s ,� _ , - 1i 2/ ..2,2o5 • 9•c,z r- t • fa -t /7..28 o•/z / , _ I// :jo,08 / - 16AT /x 271 ,!',/ /6 • % lot/ A . t 4.3 3 O ./2A' f X , t L2/6 1.333 . S C7� TI l0 �/l 1 • A JHi. / n,L'. d ' 12" /o'' 1 12' lz, 11.5 (is) P3 .� / I 0. liallit tot 1 I "7" /,F /c' g m.mtt 3, r t 4 . (8 gta \ . 4106,..„ - ...\ ,... 1 1:1,_ _ evz,- min HIM no .[,- . MY - - LA TE - DES /64) ,�. .. . (4,gF; )/./25/5) = z.75 d � - -��> �',ricv ✓o� j1 f/l = 2/.6 4, 5 J f- 6,6..F.6, - 2,75 % %2.873) e 0 . _ 112 5 ri / /5: 23.2 9 °' ii//6 ..k /riEt,VcRf - �iE 23 // fr�� 1I +,y / ��1�o s {f + 20 is/.1/ f •1./25 ,�F4 fps/ _ 0 1 6 r 2 7 XI/ 4' //)/./z5 f' 0. 0-3.9 '/') . f/� L 2.2Z 2 /27 , 674,02) 27 - d, H9 K,/ = /¢,5 (/ /IS 3,345)` �,6E� / " D, 9 f ifi=E/Vti f • jI : /4,L - 1,643/3 - /2873 '' -- -- • the /L & x x / = / /'' `V% �Ti ci_ it _ ./ D t�t/,( i ,4 j ,sok ./c .436' ,e7 :3.rr/ /"9 , rC ° n � gl //3t . .'G�.(' !� i ��L- TEL 2.lc e ; 2 ,/, x ,, ,t /{ M = 1083. ce --- /lam , i _ 7,4,%. -/ ' /' • / '/4, - il " 45. 9S 4 /3 lac if - / /1 < 2 0,0 (A.e- (6 .) ///s/) //36, 45e1./r /./) 2.4 //_..,... /4/ ' 7// '''' . I2/7 41 5 ex 5 6xiC? j1 /0r/4/6 /ft. i i.1 _j /t r . f.t 416 , 7,0 PI,- rfLLlf L a Nit" J/// / _/t CT/l_A /,vr" • 250 1 Y 6 fDvv. fy - /; /z / 4)7( love, rti .2 ,. /9 &Nem rb korZ. & rr. - - lo; /z° / /5,0 - 3795' r X ._// -6 -5 ("-) 2 - ¢ l_ _ ;; 2/,09 -A s -9z, =5 /3 P.r/z- L .30,00/°sue D// iX - 7;'F( /9,o) /577 d -i_5,7? /'sue , w 7 6 3 f / 7 = 2 Pr .-- _g FDOl /ti /G nit/ V ew Od0 �ie D� *1 Ole fDOr/Az ii,4/ 3// irk . I.v. Di. - 2,[e!S DV/777Z//I/t/ /We&>5/Vr, .3.79R ( /9.D ) • 72. /le ...1 /L. / 2 /A/ G / W0 til E i J T : (2.10 )( 6-.5- ) - / -- 1.5){6.,5X o ¢.IV, /5027420-E-.5-it S — 1 7 1 .5xG�Sx. /So -- d CI y '01. fen! E'. 7 ! . D.PIVc" 3 1- A 2 5),/ 33) ° 8. IS f 8239 / 30, 90 f 4,32 ,. /210, olio /6 ' l➢ x`.96 7�� or- _ f ,eLr/ zio,i/A/fr D T�//A)6 - ,. A 3,Z5 - - /2 6, o� O/ (0.5' ® 1,--.33 72. /cam = /, 75 > / 6Ge a -- C g - 2 250) 4.50) = 3,25 th i .BEEP 7.4vr .. , CD �/�, 6 J4// �) �5,6 v,./-f, t (i0 6,vr.. / 19# 4///z. 77ry 1 ' '' C HE - GX_ 30, 0 PS,' 144,v0 aP2 her ''wives 1 • 121)(10)(30,0 I9P) c 2A, Al'r0' . . CAN, D. L. out. y ; / U.L. EA. Lac. = 2!000 4/ x 2 r 2 00 41 ' D.L. foor'GI• /0 .5, 4. x /51# Z ' ' 50, 700 `_7 nr, D.C. , , 70 "'/ 2f h'r 41 / I // LJPc /!rr' ' ' No . , , ,.. - . . . ... .. .... . _ - I ---- ." • 4 0 o , 01 .101 1 j r•—• 1 - ,... . N, fl ! , 0 x 101------ — 1 — Ie1 — . V5 If i . . . t 36 i i , ep6z5 4 1--- ar . 03 / 5 ,...,-, vti '. - /, 2 - 7 7 - =-• /28 1 • . • 0 4", - • -- i . _:......! . 13..b-t eett,Ti ‘', .4..."1,.. re e:• tS.;. olr . "io. L' = ( r, G37 I 1.. 4 t/ , A 0- ,-fx/s As 4/e2.-- :-1 • i . 4 . Z Y : .1 A.' .67/7 4 Fie04-1 % (y) z (72 . /1/4=' • (//,./. ) ..ei f/re- _ 7. ) • I 2x c r ,4.9cc -= 4. 6 50 7,o23 -.'. 0 -4x o. I2R :.—_- . 5 / 2 e..1r I I5// .3 Z k O. go ., / 62.0 - • 1 S / -4. 2 :70 , / ._. S.4 D 5 15.6 , -- 15. ; o a a,oI9 .30 • i Ce 2< 0./25. 1-- 0 . 256) r. o42 , a 13 — i 1 ! .....51 7...4). . - 4 -:.': ,-•:.i ... 7 Le .. ,-- -- ,45 : ! 7/3 .. ' • ! 1 ... I 2 :'.- 7 ' 4. " :4f. w :4.76 >< . 36 = ‘-''. -/4 //r , z//r•-e 1.5 5 ',."" C. ..f ..s- , .-1,,- 7 77--rii< G /XI.; : .1 I ‘ I 1 Z -I 1 f X 'l i 6 41141) O. 1 , a. ,..._ 3. :,-, 51 1 21 • = 7 _ 5 c :x_ (z,715) ,.... -1 - 3, 3 I / ......)„......,., f . S C. ( j r . ) T je ...e- iYj • Z ( ,,. „' . . g. , , ') y : : i .., 7 c ( 3 r — 1 • r ; "- g ; , . ■ ... , ,:-..•: i;-. r \ - A zrf. 54-9 _ ____, i A ,..4 1: 7 ( a 2e7,55 _4) . .... ....... L...... . ,...., ...., ....,.._ r.,. •,-, • • - - LY,_ , ,....-T •• 11 . 2 •'.• 'F . ; e . t ;• • .. / i .2 Jr 2 • 1 / • • 1 ' •• ' '••• ' i . KLINI: INSPECTION SERVICE mo.1'1 North Santa ■loniun 131v:1. • Milwoolcca, \\'ivcnnain :113217 'I !col • :I�i2- 11771-1 October 20, 1982 King Manufacturing Co. 1100 South Watertown Street Waupin, Wisconsin 53963 Attention: Mr Dave W. Fe119.n Dear Sir; Below listed are the results of the Drive Clips submitted by you for retest on October 15th, 1982. Twelve cilps were tested in a new fixture made by our personnel. A sketch of this fixture is enclosed. The new fixture is ridgitl and more properly subjects the specimen to actual loading. _ Spec# Yield Load Ultimate Load Failure Pt. 1 1485# 2820# Angle 2 1520# 3050# it 3 1560# 3220# " 4 1620 3200# " 5 1560# 3140# " 6 2080# 3700' bar 7 1650# 3220# Angle 8 1580# 2880# " e 1640# 3160# " 10 1610# 3000# II ` 11 2180# 3400# tar 12 1780# 3120# Angle The Fixture was formed of a welded set of boxes with a purl tab (1/2"x2 1/2" bar) overthe center of the notch,thereby locating the load directly over the opening and abtaining a more accurate loading. One of the clips attached to the fixture and all of the clips will be returned to you. You will note the angle flattened to approx. 1/2 of its length, rather than the toes only as was found on the first test. The fixture for the first test loaded more toward the end of the angle and bar, caused ng an uneven loading , that started at the toe of the specimen. Respectfully submitted, ‘, g_, 7: / \ F. Kline line Inspection Service 'I'l l'(; -- INSI'1: ) 'I'ION . . • ' ty 3 4 , FL, 22 • . ..----"--.` -A---- ..--.. , -.7-- - .._ , rs nf,4 /cm If 1... ., - 1 . . .'. - . ' ' i '■kro..,,N.„ '9..1 ,...; CONCRETE WORK : r . ( The concrete work shall Consiet of necessary escavating recOlifed:tewtricellie _ 2 the new foundation of the canopy. The concrete shall meet the,tequiremdmrs of the latest edition of the "Guide Specifications for the ReidyAkined COnki-1 IN crete." The concrete shall attain a minimum compressive strength of 3000,PST'i at 28 days. Slump 'shall not exceed (4) inches,' ' '' - ' '''' • 't '' 1 , ,..2 The contractor shall set all anchor bolts required. Bolts shali bekttb4 . it.se, --- as shown or required and shall be set with the use of a teMOlatep: 1 '! .. .. :;• ta,. ---- - : ‘:ti.: ' •Tt The contractor shall fuTnish and place all reinforcing steeli steel shall be intermediate grade, defamed, flaw billet steel amw.).i.r, ASTNA,15. Bend bars at least 2"-0" around corners. Splicreq:.sh04i' 0.1 at least tWentrrfoUr bat diameteri, All shall be securelf ...._ ._, _ STRUCTURAL STOEL ,;. ,. k ,, it .::,, ' ... , • • : All structural eei required shall be equal to A-36. Deakgn 46a Vibe:46M. Voi ) ' the latest A/SC specifications. Tube columns are to be grade:ilk-100E6 •'; '. 'ir.:' l'.!,:.:'- i( 1 , C. itie 1 .7 .. citivevy 1.)Eic, A) Lobs /.1Vt . 40 15f be. fu.: (0140 .. AFFI.NOLE • OA L 1..ohL - b.1!NL ti 11117 , 301)1F _ . _ . ___... AL Cif - i0/1 . }9./1121190 (PRFSur41 0) • 30o0 P --- 1ive. son. Relp4sto L" ) • zso Psfikr_ cci t I - - 7 i Cit, .., . - .I.V1 . . . . „ , „ ..,. ; ; i , it ., .,j,;; ', ', !•,” ', t''''''''.. '•' .!. - ; : ,4 e;1 1 1' ''.1" A ■,'" / . ,^e. ' ... ' , 4 ",:' "I';' . t'e . i:,. 1 ' 1 :::,, 1 : :. ,, •''tw . • ,, , ;, ....,, i ' *t.': .. ' ' ',7i '...1 .. !.'..,... :' ' • 't)4 ' . ' . . ' ' ; ' ,. . 1 • • ' • ' ,. 4rt.... ,I 44 ' ii *-4!! • , !4 114 t.-.('/ i.1 11%1'4:4 4 i;,i t., $4 1 '.• S P '' ' , i 4 , , ,. i. '.': ., . A r r, 4 4, • ', ,t i 1 , 4 z • t N .. 1 r e ei i ,,,, , , *1 4 4 , sip ! t ,' •< ,,,,, , , r ,,, 3 : ;•• ' itditt,H;' i...1 - !t• , % .k.i.; • , , i! . . ; I, • : „4 41;1, !ti - t „,, it : .. . ', • `.- .. ,1- . t lj .. ...""•::!'"'„4" ,•• 4' • • ' "t'r ltll'i'''' •••• , . ,'";;# 1 ” t., •• :;•',,,,,'-, ,14; IbF ',. 3 r: ' '‘, 1/ ' I• - 't ' t.s.T9'• •',- •-•—.; , 'iitE - 7, 5 e &a' ' . ' ' • '. . . V. -1 -, A • : . • • .• • • . : , . oaf. • , . . ..... ,.' ' . „ , i, 1 , - ■ i. IC Ai i . i • '. . 1 k i l .. ',, 1.4 0 . ti., . -1,, ,:fii. t y -.44! i 1 - . •...7 , .:,,•f I. t 2,--,-4.,t,i ,1.- .-: ,-.. .:, " 'A - . ;i: IT -,:i '. tr , .3,' : , „ .., ..,... , , - , .. 7:. a Jo i , .0.) ;,.. , "4Wr.::"' ' --'• . 1 • . - • ' '. ''' ': '''' :fet ' t'l 3 `4": ' 't'i9 1 tiil t.''..."'It"..; ' ...1', :, "•:' ; - • • .., 4 • ' y , •'•• 441.1 • ., , 1 • i'.. 1 . . .■ :'-' ." 1 "'. '',.,' q - t'-:!..• ''.;• ' ,, ' : i ' ,,' 1 '', , t•,' l'' .,!,,i,, ...• • ..;1„ •.... t ' ' :, • i s ' • • Itt:. =-.., $ • • ..l..;;;ii t ; rttit.4. . • ,1 • • • ••.s.' • 1.1 0. • • it tt, rAti * 0 .' t kqti'' 'I' . " ' `I , . 1 .., . , ., r ..... • ... , , ' • . ''.1 1 .:, • t' •'• . . ' . . ' .... 1.4+, ,•.t.c. .1 , , ,‘‘,.... g .. .fl.„4, 4 ....,.,1.,......1,11,1„1„...„....„„•„4,1„.:1,,...,i......i.,,,:q . .. • ,, .. .,. . . • . ' • Kt. ;I:. ' L ' .1 , ••■ 1: '' 1. : . i i , IF ,,, , ;4 1, . . ,,., 4 f 4 4i,/ , ,. , • i ) 1.4.. ', , C..i g • ` .- ..! ' ' '..,'.1 111k,„.t. '.••,- ,:.•'. ••:., . . . , .• -, - 17..31,;42A.&;■••;,111°.V...:7 tr, 4. ,L ::3•,:4'5 - 7 't.,'• ,.'. . . L.,:i'' ' ' '. 0 ' `• - 74' ' ' .i , ...f . .1' -.. , • . • .... , v. • .4. t„ ..,t4..\! •,': i . • .'", =r .,.: , t t ; '' 1 , 62'' .'""1.) I '-' " ':t-5,- .---- ---- '' - , : t 4' ki. * , • • • ' . ',,',.. ''':,"; ', 4- ;"a -: 1 i ,,' 4.. 4' '` ' -;" ''' ....e* • ` ii - ..N -4 ! ii,trtl :,.::•,,., : .. ..... ., .. .:,,,,, ..T.1• , , . • ,.,,.. - ...., ql■ ' 4r • 4 1:,.`• • 1 i ii -. 44' . . ' - • . . ■ , ,,' • .. v . •I 0 i,..i., . ., •,,,,. .s: ..'' .! '' ',,,, . 1,0 •,....,i , ..? , . .: '', ,..-.' . ',' ,.:.;: I " ,... .16 ..- -.: :,,,, .. i.i . ...4, 1., i ' " i ' . ';''' : . YR. : 1 ‘ • e 'ii .f.: ,,is. %..4 : relt ii50 ' ' ..; .. ' , .r.i,.. 1.. . , .. . : , " ' ' . ... .4 v it,". %n .r.. ; p : 4,• 1: -{.) t) .4 z., !, c 4,-rc., 1, ••...... , ....:‘,( - ... ,,. g , . , i; . k . - ' ' : • - , !•!.4 %Atliii. i . .4 ,7 ' . . ;# i . • 4 ..- i ; -,)t,. -,e. A` = 'ti% Flitirioi•P6A-,kt 1'0" .4.. ' , ',,, „ ,..', , . ._...*, .. t; ,... .0. , . ; . 4 ,., ,:-..,; rr ,, 1 !"4:,;1444 :k v .ot • .:.....', t . I f - - 4.!...' 4 .- 1'' • 4;'•.•`:!.. M -:,.! ',:". kJ:. t 7 ,.),;.: ... $.■.-., , , _-,.., - (3 .4 ••• c..1 ' ' - 1 l 't ----;>. ><7- ----- o i --. . I " I , N "4- I I X I -., . -... ,-- ( - \ --i ••< , 0 \ , / \3 1- ,, . 9411 2ci ,Jr 411 Sli.y(7/:".. 1.Y0 0-L „ ra _..-Ido ig 0 -4--- - ' . tot* c 29E* T • .1. 1 , ......■. (,.) ... / „ • , , 0 II. - . 4 .. , t ) 1 . 4.+ \ en -1 Ca - 0 -- -1 ' / -61.(- ••• \ 5 I. st ---- 1, < ' I I U. 2 • •.1 C " / I , ... u ,..11 s % ..../ 44 t-- - t 1 „ 0... K) ....... 1 I ''', C? X fr/At ggi ..I VI ‘ •-' 1 rg ,.. .../".- I ci '• ot''_, c,2. - -. . -,....., ....--"- 0 -- -.."--......„,„--• o -., .., \ ' I 41 ..e / / • ■C i.. • / - g 6 - E7 , •.�U M o x a i 1-114! u . F 4 0 a• . 0 N a r w O € N �: M o nl i a000U, : V 4i •+ ao w° ` i ll WAN • a ° 0 0 4� ° E�V p CH 0aV NN H a F ri , 'a f ° • a' �a ao U. v � �u A A 0 R i� 'H '� b+N E E V o gUAHO HA 404A VA o V H R 44 1 4 0 U w-4 V H vo Wr"1 N a , i q W aw a u EG a m .-•1W HE .1 ) x0A0E, 4A APLe4 .4.1 el 0 um o 4 o oo m...-1,0;„ 4,1M. 3 . a 0 • 4 ) 0 +1 41 • °4 0 (41.4 u 4(4) (4 ., .1 0 w . ro d (4 Y pp 1• A.,;43 �p : - `, r� ,-, o 3 o V t: 3 O N .1 m ►f a+ a i r i L UO J. }gym U. U.d O U m -. ■ �+ r Y v a 2 3 . F w w d; G In 0 1. , in .+ � , v • o ° 1: u E 4 o O RS 4-1 IV F a µ' ro VI q' 4' • J _t9 . 4 - L1 R U w s 0 v 9 c W • U ., w ` -) J al u i . y `� m J W ? V 81 5 Y) U . - = 0 N r ."1/ i. W I.' .� ,/,,, 0,, z • N. .0 . • s 1 \ . fV �., i 1 -: _ ' II — II_ f I W U ii: ,... . " 24 7 ' . ........ ;3 71 7 . . • : - a, e ■::"*: :11 . / / : , UJ' 1 • N C5 w k 1 J0_/ 2- I If Q • a_ 1, 2U Q ,' Q s' & 1 _ ) — 0 ca J W n i • , A l ( 111 . _.I ._... - 0 1 - - _ ( A la • V , ..J ` W YE - - ------1 - I r . . l 1 - _ _�:- _ r I .. i �5T c 1 e O- . I- A /'VI 1 1 W c r� �'- --....�.._.._...__- -__..- -. _ .. y — _...._r V tk \ b. O I 4 II v — - 1 11* �___ _ �► �= c - -;1 I� ti -j j I I d ° dM pii. 1 s 1 • _ i..; a }� I II O ; ( 1 tW 144 , J 41 I ch � � . Qi Il i - l - - - 1 �� I i 14" L___J 0 — _ 1 • 1 • H — / es' . — .___. . _ ______ . . 4 . NO r nil I N et) 1 0 • piol- P/,4 1U 1 t tii rt z,', Tr L. se S 0' \ \ \ \ \ \ \ \ 1 \ i . . '1- l i \\ \ ..‘, r • `, \ • \ \ \ , • 1 , ._ % 4 \ \ \ 1 .oq 4. N. eN hi CA...7 0 9V . ! _ _M 1 0 , ct VC." I .1 i I , go" — 10/1/MO _.--------- , T , , . 1 'cie 1 o 9 D v c wizi-'1 4, Iti _ _ _ • — 1 c l ?.,6 , , WIf2EL . -....„ ,...„ '--.....,.... -••,,_ , "*••• . •-•••... 57' -- _______._....... +_.... BUILDING - NJ . EiY C; i . i', \ \ . 1 \ \ • . . 1...E ;11 i:IL....•.1:... t .i Si t Goi'•4 \ \ ‘ , , ) „....... I \ 1 -.4 IV ,,.. NI . N \ a . • s "of --- -- N . ----.b1 15-.1 ........) C I ' .1) \ ■ ! . Z . VI S I .... / 4-1 i \ . \.. . .1 .. 4/ e% 7 1 0 1 ci " 9 Dt ___--... . .4.....__ , . . G ' • • 3: 1t ' H 0 (11 1 • , 1. 11 1 [11 1 1' 1,1 P: u g A IR oz. (..).0 4 ()tip ) 0 ti . •••' e 4 (0 cl) .-I 0 c I Z V 11) 111 0) 0) 11) - .g ri 0) , 0 .0 A 1 1-1 04 4- .C .0 4-I 0)) .0) E-I .--4 .0 • • 0 %. U E-1 4.) 0 II 03 El 01 E-. In ot III 0 00 4- . . A 1 1 .? - -.. , :II • .7) - 41 c • 1 0 ,, I 1 r 0 "4 „, , . 1 i 1 i ?:!, .), £ 1: Z! 1 I Ii . s i (- ‘44 I 1 -,- - - •1„, I 1 ii . „, , • ./ .„7, ) l ...,,...„, 0 - ! i ) I 1 / .I // .....1 i 1 : , I I i k... 11-11 -- - — - ---- - ....h1 ,.... I \ . r , I •-• 1-- . 1 . , .. . ...,-;., r.i • / I I :;', 1 ■ I i , .., I : 0 ■ t', `,1: C. . I ii ,.., ‹...t LAJ ” :$ 7 c.! (3 ..,) S = -.,. 0" 1..Li :....) ;-....,-. I !I,' ''''' s 1 1 1 1 ' " :„ 1 .: 1 1 1 i• . • , .1 •••• ;.1 ! v. . tv 1 i I 1 1 r. ki •• • • , .. ce :r.: ..-: ... 7 9 g '-) ".. 1 ,.. ''' •C 4 ' 9 , 11 1 0- VI (11 . NI , ,' . , .. : v) .. •, - 1 ...._. 0 't 01 :•` 1 I 4 , , 1 c c 0 II ci . cy .. • vg i .,. . _.. ___I 9' . • A_ , ., tv •2 ,) '.: ' 2 ,'• e 1.2 ,..:.: „ .;....., .5. t■ ,.■ ''',..- I . “ 1 -...- 04 t't .-tt • I ' .4 . ■ I .-' -■ 4 * t ‘1 4 i -. ■ ' 1'4 ; 0 an • t■I . • -- -- . . 1 / 1 A& 2d/ea l000 v 1 1 f 1 1 / I 1 1 / i ,. I ' I I 41 a , %.„, • sz ,... ‘ ' . I . , •i ..?.- t 'l 1 ,. • .c... _ •—•, in ■`• . 1 v. s.• .4-- - — ....... _, _ _ k- ,, , , _, • ,. D; r` 7.fYbdVa7,7 _�"/ - I . i .i I ii r LI 1 �I La : / I .) �� L. I2 I ` 1 ° Q N ' •9Z . q. ,--, .,, m av o R ^ 4 c 2 J � � — — — — — — — -- — M? M3 Q 1 '> ( , • 1 3t T V s k , a r_ ni ,!i r 1W u arc +. at „za asks P . ' --------------------- 1 ---------1 "-.. • : it II- ° _..1__.1 A -y-- ' , /2\ 1 I Zit I ,\ I 2� 4 • i ', F ° F I \ I (‘-• 1 vi . ; 0 I O £ X6 /M �2 I I -- � _ I — r� . � I I . ,,� __ 0 O U i I _— — — .._. — — — — — — J-. - -___L • • CITY OF /161S GSh WISCONSIN • MI AP vi 4 • Nov, 30, 1984 DEC -4 !RA King Manufacturing Corp. 1100 S. Watertown St. Waupun, WI 53963 Attn: Mr. David W. Fellin Dear Mr. Fellin: New pump island canopy 103 N. Sawyer St. Louis Thoma, Owner File #84- 10 -3 -B Building, Illumination plans have been reviewed by this office for compliance with important code requirements. The drawings are stamped "Construction may proceed ". All items that are required to be changed by this letter must be corrected before commencing that part of the work. This approval is not a Building Permit. Necessary city permits must be secured before commencing work. You are hereby advised that the owner, as defined in Chapter 101.01(i) of the Wisconsin State Statutes, is responsible for all code requirements not specifically cited herein. Code requirements are set forth in Chapters 50 through 64 of the rules of the Department of Industry, Labor and Human Relations. The building will be inspected during construction and a final inspection will be made after completion to insure complete compliance with city and state codes. The architect, professional engineer, builder or owner shall keep at the building, as evidence of approval, one set of plans bearing the stamp of approval. The Board of Zoning Appeals granted a variance on Nov. 21, 1984 to allow the canopy to extend to within 8' of the Witzel Ave. property line. A condition of that approval was that no signage could be placed on the canopy. The variance will be void if work has not commenced by May 20, 1985. Si rely, EDWARD REI R Chief Buil.ing Inspector cc: Uni Pump,Inc. Louis Thoma • Auth CITY HALL • 215 CHURCH AVENUE • P. 0. BOX 1130 • OSHKOSH, WISCONSIN 54902 W Q a \ _ r o i IL_ ■- p, Z 8 • I t J 6 m O U a a W Z = 3 W S N Z ua G4 Z W O 6 == 6 W U y J O W g Z N LL N Q Q O > W Z I a O O g �W O m Q Z O W Q a p V 2 • w��"'r11 \ \ a tl g . ° g " X e-. 0 r,N C ,r ,in LL YI mo W W g Z Q Toi / ! < W i _ J N < Q zz K J IL cc o I Q ��z v�< �Ii�IIIIl'�1i1 ■ •�.._.,•. 3 g W 1- ilt u g d= ;Aga ° : a rc¢u ���_ H i 1 o o \ / S = _ J <_� € $ E9is cr cr ��� b S 2u IgW e 4 F- "' Zf C � ibgia Q Q : 5 u S v) i = 3 2 U Cr S a °� CO =z W m cc Y I <f m m Oz 0 K WPh J IW ZQW 1; : G l •:115. I g u Sty W�• < ! yy aE w O ¢ E ;N kJ _ J Q. W • a € 0 = O SW Q m— �� m— ~a � � rci cc W O m.. O: O. J VOW 1 OOLL < 2 Q •1 / m < V N / Om.-. ' // ' / N tr f. 2 4-.. i O i C F \ ` 4'2=' -- O z1 i 1 ® ® ? ;a1 m mr 4 Y LL V O VI wog ZZ oou _r iki \ 6LL \ \ \ om �tY z LI • r§ _ \ 3 / 4 § {/ | ® 9 | § CL "rsi ; 2 . hl ; � K � 6 \ | ' a' _ - - - IL F 1 C r. § § K E [ v■ ■ { & j gll . ■ F / 2 }} � ■|s - e a m } . . 2 § 2 \� ° ) \¢ \- /._ 4.11111111.11.r sr \ |. E / \ k , % ■ f '� ' , / \ , / , / / i // it §ig \ h \ z ill h / ,n / § 2 q . hi ta z . k [ . � � §| a § � � / � §1- azi � ON ` a } 2 N2 � 4� ■ \ � NI � z §cc q§m B !$ � KB �q 72 _ | | ,! s -; � � �! ) ) ) � ( / 04 / / � |2 � k • ■k ' / 1- Ye X p 9 2 | fn / � w ! mo _ �- / « , ,. [ . § / - ,x , -. � _o / » \ 2| | VW ti i i . - - -• ii !! k §[d §| _ ] ■ nL� &tea �` „, �� » �` © $ a t §§ 6 - l illi / w | :22,1 i - , ��� b ,21 ,,,21, &\ k�s, i el ----_ ,' a 1 " ~ K X g § § \§J 1- ' .a " I . Q 2 F= . � k § § g g s a j W ` W N l ° W i : Y i 5 { L o ut _�� � �S • ¢ °a 1 > g g \ i W €O ¢ 44 Q 1 Z J=2 �+ \ 4. 1 o LL a 1 � s� ,-'o i /, �Q ° 3 g f Y - <So u W W il \ 0 sii Z i us as C Y .. p c i / \ 0 W =�4W O g ti rcaa S OE 111 1 „ b o F /II 1 1 i{ey ( 4 W NJ W Z c 1 1 1 1 ^ S . .W ha 4 " g i I- 5 • \ S >> s n4 g> >! i c o l I WQ 0 !J2 1 1 I bN33 2 1;0 $ 3 P= $ 1 ; 1 �• 3 .PoZ o g e I 1 1 Q N�NLL Q 2 m u In !! ■�� : O a baba , 1 �W yE£�sW l nlNFG f t X ' q 3 ;ill // , g i iii --..........- -....„-__ g .4 1 1 1 1111 111111.111.1.11111.1111M 1 U J J ]! L b i i \ • \ . S Y b 1 f 1. 'g -• V 50 ! Fy N 2 \ w g2 Ni A _� 1 ///,, I 1 ii Tag! 5 ii W- it N .1 a, n ¢ m '.0,1 M a" W ai_F 13 5 1 4 af� � T fi -� YS l 1^ V W,W = > ¢¢' yo�c vu ,•• Y. rC - Z 1-iii- - N nn F , 1 W 7 F oT o o Y tp a p� m0 _ ®_ YF H J Ji�3[ o . i 4 i Q W y 4