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HomeMy WebLinkAbout0100355-Building (wall signs)OSHKOSH ON THE WATER Job .Address 1400 S KOELLER ST Designer Category 254 - Signs Type C) Building CITY OF OSHKOSH No 0100355 BUILDING PERMIT -APPLICATION AND RECORD Owner IHOP DEVELOPMENT Create Date 03/24/2003 Contractor APPLETON SIGN CO Sign (~ Canopy (~ Fence (~) Raze Plan Zoning Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Class of Const: 0 Sq. Ft. Rooms 0 Height 0 Sq. Ft. Bedrooms 0 Stories 0 Sq. Ft. Baths 0 Poured Concrete (~ Floating Slab (~ Pier (~ Other Concrete Block (~ Post (~) Treated Wood Not Required Flood Plain No Not Required # Dwelling Units 0 0 Ft. Size [] Projection Canopies Signs Height Permit Not Required # Structures 0 Use/Nature of Work Signs/Install 4 wall signs per plan, and one 60 ft pylon sign as per site plan approved by conditional use Permit 11112/02. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuatio~,~.O0 Issued By: ,/'~~,~_ Plan Approval $0.00 Permit Fee Paid Permit Voided $125.00 Park Dedication $0.00 Date 03/24/2003 Final/O.P. 00/00/0000 In the perfor~"~of this work I agree to perforr~ll work pursu~a4 to rules governing the described construction. ~ kv- ~ ~ ' Agen~O~er Address 2927 ROEMER RD APPLETON WI 54911 - 8633 Telephone Number 734-1601 ZONING/LAND USE COMPLIANCE CHECKUST PROPERTY OVVNER/CONTRACTOR:,~' CONSTRUCTION DATA: ~ New Construction Addition Alteration ' TYPE OF CONSTRUCTION: COMPLIANCE CHECKLIST (i.e. fence, pool, parking lot, sign, etc.) DEFICIENT Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards BUilding Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval ~--~-Cot~pliance with P.C. or BZA Conditions of Approval ' Signage Standards Drainage Plan COMMENTS REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming an~d~en no change is proposed. APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEVVED BY: ~ DATE: PUBUC (6~^w -.., 175.~ IHOP RESTAURANT GROSS AREA: 4.,161 SF PUBLIC AREA: 1839 SI (24~PB / / ./ pier ,/ / /z ,.,! / / / / / / / / / IHOP RESTAURANT 185.15' HWY 41 &: MENARD OSHKOSH, WISCONSIN PROPOSED SiTE PLAN SCHEME 1 T ~7 2gl~- egO0 F' 84.7 2~$ 6g~.~ I Ja~ Na~ 02-310(; ~eb..l'. 2003 a'29AM No.0'a2 :. 9 BY: ZUOMING GONG DATE: 2- 1 0-0,3 OSHKOSH, Wt IHOP P 200 @60' OAH 9OMPH ASCE SHT 1 OF /d 2940OSHKOSH 8'6 7/52" 13'11 1/4-" 20'4 5'/1 60'0" 18'1" ,-- COL SEE 5ff 19'5 17/52" ELEC--~ ACCESS COVER JCT,_ ~X ~ ~0~'' 12'6"----I 1 1/2" ~eo.i'. 2003 ,4'29,~.N' No.01&2 P. 3 MNT PL 1 ~250" WT(LBS): 140 5-/7? 2 0£/¢ 60'11.78" 13'10.00" 18" .00" PIPE1 16"x. 500" 17'0.00" VVT(LBS): 1408 __',,.~_._..__--- SPLICE ; 1624.50 ~: 157 PIPE2 ~ 24"x.500" 22'0.00" WT(LBS): 2763 SPLICE 2430.50 ): 151 PIPE3 28'11.53" 30"×.500" 28'11.53" WT(LBS): 4567 TOTAL WEIGHT,,(LBS): 9186 :003 &'SgAM No.0142 B I IHOP P-200 MOUNTIN6 PLATE PAGE 3 OF ,/fi- vSI6N DIRECTION \. 18 (~ ....2 15/16 (4- REQ'D) 8 7/8 8 PLATE: 1 8" , x 21 7/8" X I 1/4:"THK WELD ALL AROUND---E7018-32 SEE \ TOP PIPE SEE .'TAIL ~_ ~ __11 ~ SIDE~/ ~/l~V BOSOM PIPE_I~ -- ¢24 UPPER LIMIT NIFORM CLEARENCE TWEEN TOP PiPE & STOP PLATE) ,~ STOP PLATE: TOP PIPE SPLICE #1624.50 ,- TOP PIPE /  ~--~.-t---I/4 UPPER LIMIT ~ ! (CLEARENCE BETWEEN ~ RING PLATES & Z~ /I ~0 PIPES) ~ ~ ~ RIN~ P~TE BOSOM~ PiPE (~P) St°T ~ST~P P~TE ~N~ ., SI DE VIEW A 2 1/,2~, D 3/4" THK I RI/2 SLOT SIZE (10 REQ'D) SLOT. WELD(FIELD WELD) (10 REO'D) DETAIL B COLUMN FABRICATOR MUST SHOP Rf SPLICES TOGETHER AND PLACE ALIGNMENT MARKS ON BOTH SECTIONS FOR FIELD AUGNMENT. BE SURE THE MIDDLE GUSSETS ARE AT FRONT AND REAR SIDE WHEN COLUMNS ARE INSTALLED IN FIELD. WELDING DESIGN,WORKMANSHIP,PROCEDURE AND TECHNIQUE SHALL CONFORM TO ALL PROVISIONS OF THE AMERICAN WELDING SOC ETY STRUCTURE WELDING CODE--- STEEL,AMS D1.1. WELDERS SHALL BE QUALIFIED FOR PROCESS. TYPE AND SIZE OF WELD MUST BE DONE AS SHOWN ON THF DRAWING. CONTRACTOR MUST, SUPPLY, WHEN REQUESRED,CERTIFICATION OF PROCEDURE,QUALIFICATION OF WELOER AND DOCUMENT OF WELDING PROCEDURE. BOTH SHOP & FIELD WELDERS MUST PUNCH THEIR INITIAL & OATE ON STOP PLATE FOR IDENTIFICATION, ALL SHOP WELDS SMAW OR GMAW(EXCEPT SCT)ELETRODES OF 70,000 PSI TENSILE STRENGTH RATED AND APPROPRIATE WIRE DIAMETER SHALL BE USED FOR WELDING IN ALL POSITIONS. ALL FIELD WELDING SHALL BE SMAW(STICK) WELDED USING ELECTRODES W/70,O00 PSI TENSILE STRENOTH RATED FOR WELDING IN ALL POSITIONS AMS A5.1 OR A5.5 E7018-B2 OR APPROVED EQUAL. COLUMN SURFACE NEAR WELDING AREA SHOULD BE OLEAN & DRY WHEN WELDING. SCRATCH S NOT ALLOWABLE ON THE COLUMN SURFACE. L3/8 ~ CLEARENCE 30.00! ~0 O0 TOP PIPE SEE ( /-/7 SEE ~ OETAIL B\ (TOP SIDE~/' ~/~J/'" !I- BOTTOM PIPE j ¢$0' ' SPLICE ~--1/4 UPPER LIMIT (UNIFORM CLEARENCE BETWEEN' .TOP PIPE ~~TOP PLATE) )~ N__ STOP PLATE ~--- TOP PIPE ,- TOP 'PIPE ~--t--1/4 UPPER LIMIT (CLEARENCE BETWEEN  ING PLATES & TWO PIPES) RING PLATE ~ BOTTOM PIPE (TYP) · SEE \\ ~OETAIL B \\ ~$(TOP & BOTTOM)~5 ST. OP PLATE \, ~ THK IL SECTION A-A SIDE VIEW RING PLATE .~, ZB, ~ O,D. ¢2~, 5'~ ID 3/4' THK' ' ~l~_~2 SLOT SIZE ('lO REm'D) SLOT WELD(FIELD WELD) (~ o REO'b). COLUMN FABRICATOR. MUST SHOP FIT SPLfCES TOGETHER AND. PLACE ALIGNMENT MARKS ON BOTH SECT1ONS FOR FIELD ALIGNMENT, BE SURE THE MIDDLE GUSSETS ARE AT FRONT AND REAR SIDE WHEN COLUMNS ARE INSTALLEO IN FIELD, WELDING DESIGN,WORKMANSHIP, PROCEDURE AND TECHNIQUE SHALL CONFORM TO ALL PROVISIONS OF THE AMERICAN WELDING SOCIETY STRUCTURE WELDING CODE--- STEEL,AMS D I.1. WELDERS SHALL BE OUALIFIED-FOR PROCESS, TYPE AND SIZE OF. WELD MUST BE DONE AS SHOWN ON THE DRAWING. CONTRACTOR MUST SUPPLY, --'SLOT : ....... '"': WHEN REQUESREO,CERTIFICATION OF WELD PROCEDURE.QUALIFICATiON OF WELDER AND DOCUMENT OF WELDING PROCEDURE. BOTH SHOP & FIELD WELDERS MUST PUNCH THEIR INITIAL & DATE 'ON STOP PLATE FOR IDENTIFICATION. ALL SHOP-WELDS SMAW OR GNAW(EXCEPT SCT)ELETROOES OF 70,000 PSi TENSILE STRENGTH RATED AND APPROPRIATE WIRE DIAMETER SHALL BE USED FOR WELDING IN ALL POSITIONS. ALL FIELD WELDING SHALL BE SMAW(STICK) WELDED USING ELECTRODES W/70,000 PSi TENSILE STRENGTH RATED FOR WELDING 1N ALL POSITIONS. AMS A5,1 OR A5.5 E7OtB-B2 OR APPROVED EQUAL. COLUMN SURFACE NEAR WELDINO AREA SHOULD BE CLEAN &~ DRY WHEN WELDING. SCRATCH IS NOT ALLOWABLE ON THE COLUMN SURFACE. DETAIL B Feb.~l 2003 &'32AM No,0'42 P. 7 SEE DETAIL A --, \ 11 '0.00" 1/8" 1/2" conduit hall'- coupling ,.f',y? .219"alia (4 req'd) HAND HOLE COVER GASKET 1/8"BLK NEOP GASKET DETAIL A 0 375"alia (4 req'd) HAND HOLE COVER 18 GA SHT meb,], ?003 ~ 3,,'.~M No 0 42 D 8 VERTICAL SL~B LATERAL BEARING PRESSURE: CONCRETE REQ'D: 3000 PSI 28 DAYS 150. 000 PSF/F7 19.8 YDS sign direction / / __J 10'0" / pedestal 4'6"X4'6" / grade_.__._. 12'6' Feb,~'. 2003 ~'32AM No,01~2 P, 9 64'11.78" MNT PL 1.250" 13'10.00" 1 18'1.00" WT(LBS): 140 PIPE1 .16"x. 500" 17'0.00" WT(LBS): 1408 SPLICE 1624.50 CrT(LBS): 157 .~~ PIPE2 24"x. 500" 22'0.00" WT(LBS): 2763 SPLICE 2430.50 WI(LBS): 151 PIPE3 32'11.53" 30"x. 500" 32'11.53" WT(LBS): 5197 TOTAL WEIGHT.(LBS): 9817 Zeo,1~ 2003 4'33AM No 0]z2 P. '0 SEE DETAIL A --.% \ 15'6.00" J 1/8" --'" ~.~ 1/2" conduit hail- coupling -.219"dia (4 req'd) HAND HOLE COVER GASKET 1/8"BLK NEOP GASKET DETAIL A -. 375"dia (4 req'd) HAND HOLE COVER 18 GA SHT -eD. I, ZUUm ¢:~A~ No,U]&2 P. il CAlS$ON lATERAL BEARING PRESSURE' CONCRETE REQ'D: 3000 PSI 28 DAYS !50,000 PSFIFT 10.5 YDS grade I I dl ! t,I [- 14'6" Feb. 2003 4'33AM No 0 &2 P, 12 UPRIGHT SPECIFICATION FOR: IHOP DRAWIN6 UPRIGHT: I'¢tAC-PAC.. 2940OSHKOSH SIGN: P-200 (FLEXIBLE FACES) O.A.H., 60'0.00' WINDLOAD: 90 MPH BLDG CODE: ASCE BY: ZUOMING GONG DATE: 2-10-03 R'BOARD: 0.000 G.C.: 51'5.78' 1 STEEL TUBE COLUMN SHALL CONFORM TO ASTM A-500 G,I:~ADE B(Fy'---46 KSi Fb=30 KSI COMPACT Fb=27.6 KSI NON-COMPACT) 2. STEEL PIPE COLUMN SHALL CONFORM SPECIFICATIONS ON PLASTFLINE DRAWING A27536 3. ALL OTHERS STRUCTURE STEEL SHALL CONFORM TO ASTM ^-36 UNLESS OTHERWISE NOTED. 4. ALL WELDING SHALL CONFORM TO AWS STANDARDS AND SHOULD BE PERFORMED BY RECENTLY CERTIFIED WELDERS, EX7018-B2 OR E7056 .04,5 MIG WELDING WIRE W/ARGoN-- C02 SHALL BE USED UNLESS OTHERVvlSE NOTED. ~. WlNDLOAD: 90 MPH PEI: ASCE 50 YR_ RECURRENCE WHERE ANCHOR BOLTS AND LEVELING NUTS ARE USED, HIGH STRENGTH: NON-SHRINK GROUT SHALL BE USED BENEATH THE BASE PLATE AFTER INSTALLATION. COLUMN PAINT: GAL. -eu.ii. 2003 i:33AM ~o.0142 o ~3 FOUNDA710N SPECAPICATION FOR: fHOP /v~,C..PAC~ 2g~SI. IKOSH LOCAI'ION: OSHKOSH W/ USE OR REUSE OF TNIS DOCUMENT FOR OTHER LOCATION IS STRICTLY PROHIBITED WITHOUT APPROVAL OF ENGINEER, D'WG; UPRIGHT: SIGN; P-200 (FLEXIBLE FACES) B'~OARD; 0,000 O~H. W1NDLOAD: 90 MPH FOUNDATION TYP~ CAiSSON(DB) BY: ~'_UOMING GONG DATE.' 2-10-03 ~ CONTRACTOR SHALL VERIFYALL SITE CONDITIONS AND DIMENSIONS. 2. CONCRETE SHALL ]BE RJ[ADY MI)FED AND DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 3. REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60 WITH DEFORMATION IN CONFORMJNG WITH ASTM A-305. ~[. ROIL CAPACITY: A. A MINIMUM SOIL CAPACITY OF PSF HAS BEEN USED INTHE FOUNDATION DESIGN. ·' B. A LE~EP~L SOIL RESISTANCE OF 150 PSFIFT OF DEPTH HAS BEEN USED IN THE FOUNDAllON DJ~SIG~L 5. SOIL REPORTS: · A. REPORT FURNISHED VVrtl4 ~ APPLICABLE INFOMATION. B. REPORT FURNISHED, BUT LACKING SOME I~IFOMATION, -- C. REPORT NOT FURNISHED--NO PARAMETERS SPECIFIED. TF~ J'-'NGINEER J4AS NOT INSPECTED THE SITF_ IT SHALL BE THE OWNER"$ OR HIS A~$ RESPONSlnlUTY TO AbERT THE ENGINEERING OF POOR SOIl. COND~IONS. OBSTRUCTIONS OR OTHER CONDri']ONS THAT APPlieR TO EFFECT THE STRUCTURAL IN~E(~ITY OF THE INSTALLATION. THE INSTALLER WII. L NOTIFY THE ENGINEER OR OWNER OF ANY POTENTtA/. PROBLEM HE MAY NOTF_ BUT HE IS NOT EMPLOYT:D~ AN ENGINEER OR SOIL EXPERT AND HIS A~ILITY TO NOTE PROSLE. MC MAY BE LIMITED, ANCHOR I~OLTS, ~-IEN USED. SHALL CONFORM TO THE SPECtFICATIO~S SET FORTH ON THE BOLTS BETEL BOLTS SHALL BE SET TO MATCH THE PLACEMENT SHOraN AND SHALL BE SECURED TO PREVENT "FLOATING' DUPJNG FOUNDATION INSI'ALLATIO~ I~OLT~ SHALL PROJECT FROM THE FOUNDATION AS SHOWN AND THREADS SHAll BE -eo.~,. zUU~ 4:34AM No.0i42 P 14 ENGINEER: ZUOM1NG GONG CUSTOMER: IHOP MAC-PAC: 2940OSI"IKOSH DATE 2-10-03 ' WIND LO.~ 44.375 INO. COL. ~ ~ ] FDN: ~ 3 SIGN: P-200 {F.,L~ FACES) IOAi]: le0.e00 ~6C 51'$ 78" LOC.~;flON: OSH. KOSI l, (SEE L4---Lg) IASCE SIIAPE CENTROID rrEM HEIGHT WIDTll FACTOR .H:F,,~GHT AREA lJ~RCE MOMENrl' P-200 8.~ ~ 8 20.3~9 ~.000 4.259 ,J 78.42:3 7.9 33.7 _. P-200 mnt p 0.104 1.500 1.000 0.052 0.156 7.9 34.5 COLI ' 13,833 1.333 0.700 6.917 I 18,440 g.5 148,1 COL2 18.083 2.000 0.700 9.042 J 36. I67 9.6 311.9 ,, COL3 19.461 2.500 0.700 9.731 48.653 ILl 513.9 O.A.I-I. 60.000 V COLUMN STRESSES [ I,wl: ITEM BOLT CAI.CULATIONS ITEM /MOMF. N'T P-206 mnt. lalt[ 34.545 BOLT SPACING 16.000 OLTS, 4.0001 :'-71~ ! BOLT I ~IgEOW. IAI.I.OW. I D[A I smv~s ]TX. SSfON t i..oool '~:ooo I 34.~ss PLATE CALCULATIONS [ITEM ~nOLT .... /4RM IPLAIE [WIDTIt |l}l~l,'rla 1'~ {TIIICK [ SPLICE MIS(:. PF'~I~..~, AL ITEM NO. EMB. LO. MNT PL ~;;q. GROUT AIIIB~E GR. DEDUC. COL :OR VERT stun cox, LO. l,,~Sr^L tTEM NOM.LG PER EACH PER EACH TiU:: LO TRUE LO BI~J~W GRADE COl. FOR CAISSON COL LG. ITEM NOM.LG PER EACH PER EACH 'tRUE LG TI:tilE I.G VE, RTI CAI. SLAB MOMEN'T 513.9 FORCE i 1.l KEFEKENCE UBC 2907 & TABI.E 29-B ASSUME SOIL CI.ASS e.4 .$W. SP.SM,SC,GNL& GC L,~TI':.R_IAL BEARING PRESSURE I-'SF/I.:I'.DEPTH 150 Si- i 1330.0 SLAB DEPTI I (d) ' i0.000 SLAB WIDTI 1 (h) 12.500 FL SI.AB THICKNESS 4.500 ' ~t. FeD,ti. 2003 4'36AM No,0142 P, '5 A = 2.34*FOKCE/(S 1' b) ~ . [ I.~67 C~C. DEFfH 9.637 ~N. 'I'~C~ESS w/o REBAR ' 42.03J SQRT(M' ] 2"6' ] .7' .75/(.. 178* 12*~D~ ACTUAI. TIHCK,~ESS 54.~0 CONCnn~ ~ EXCAVATION . .~t9 CAISSON MOMENT 515.9 t FT.-KIP FORCE 1 I.I t KIP I~d~FEI~:;NCJ5 UBC 2907 ~ TABLE 29-B ' ' ASSUME SOIL CLASS ~4 SW. ~P,SM, SC.GM.& GC LATERTAI, BEARING PKEssIJP, E PSF/FT.DEPTH t 1511 PSF/FT. SI(ALLOWABLE SOIL BEARING PKESSUKE)[ 1599.6 PSF CAISSON D£i-~I'H (d) 14.50 FT, CAISSON DIA_METER (b} 5,50 l--Y. AVERAGE IIEIGI-rF (h} ~ 46.163 Fr. ~ = 2.34*FOKCFd(SI *b) 2.96I ,,. c,~c, DmU-H . ~.?s FT, Mn,~.-rmc~Ess ,~/o ~A~ .... 6~.? CONCRETE ] 0.5 YDS EXCAVATION 12.8 YDS 117 7/8" Internally Illuminated SF Wall Sign 39 1/4" Cabinet: Extruded aluminum, 9" deep, finished IHOP Blue Dupont Imron N5692H Fabricated 11/2" wide alum. retainers. Faces: Pan formed and embossed Clear Lean w/back sprayed decor: Bk~d: Blue TM 3630-167 w/White border IHOP: White letters w/Dark Blue drop. shade TM 7725-37 Red TM 3630-33 with White copy and inset border. 1191/4. I I I Illumination: HO Fluorescent lamps PN 11329400488 Scale: 3/4"= 1'-0" Quantity Req'd: (1) One I W-50 Wall Sign A Division of PlasthLine, Inc. ,~,~. ~ .~ ~ ~t Drawing ~oved by 13489SIove~Bu#dingB, Fontana, Califomia 92337 ~ ~r~o. {or ~.~ ~,~. ~ales Approval to Mfr 9/5/02 ~vey ............ ProductionAppmvaltoMfr ~ ~ Sheet ~ of ~ Note: All elec~ical components are UL approved. 20'-4 Internally Illuminated DF Pylon Sign Cabinet: Fab. aluminum, 30" deep, finished IHOP Blue Dupont Imron N5692H Retainers: 21/2' Extruded Alum., PN30010 Faces: White Panaflex substrate with 3M vinyl overlay graphics: Bkgd: Blue 3630-167 with White border IHOP: White letters with Dark Blue drop shade 7725-37 [~anner: Red 3630-33 with White copy and inset bord~er. Scale: 1/8"= 1'-0" PN: 113294000035 Illumination: HO Fluorescent lamps Pol___~e: Steel pipe, finish Blue TM cabinet. P-200 Pylon Sign ~ ~ ~ ~., .,. ~ ......................... IHOP ~10036 ~1/29/o3 w ~ PLW A~ File No. ................................. Oshkosh, WI ~ 02- 570 A Division of Plasti-Line,~nc. ~s"'u~* [~ ~ ~3 ~t i Drawing Approved by be reprod~d, u~ ~ er .................... I"~"' [ ...... ~ Romo ~ ~ 13489 Slove~ Building B, Fontana, Cafifornia 92337 o~ ~. ~or ~y ~ Sales ~p[oval to Mfr 9/5/02 Ivey (909) 823-1239 Fax: (909) 823-2013 ........ " .......... '~' Production~provaltoMfr Cl[entApprw~ Oa~o~A~rwa~ ~ ~ Sheet ~ of ~ Note: All electrical components are UL approved, 29'-0" 1'-7'_L_ 15 5/ Scale: 3/8"= 1'-0" Internally Illuminated UNI-16-W Unibody Sign: Note: This sign is standard product. See attached CAD drawing for additional construction notes. Bkgd: Fabricated .090 aluminum, 5" deep, finished Blue TM 3630-167 Letters: Rout out copy. Letters are White acrylic with 1" White Jewelite trim cap. Letter returns are 3" deep .050 aluminum painted Blue TM 3630-167. Registration Mark: White vinyl. (Non-Illuminated) Illumination: Internal, HO Fluorescent lamps I Quantity Required: (3) Three I PN: 113294000031 UNI-16-W Unibody Sign PlastJ-LJne~ West .~.... ....... o.oTM^. ....................... Dy^cs '~ ~1/29/05 TT~ PLW A. File No. ........................ o ......... Oshkosh, WI ~ ~ 02= A Division of Plasti-Line, Inc. ~'~' ~ ~ ~"~ ~ Drawing ~prov~ by 13489 Slove~ Building B, Fontana, California 92337 ~ ~ f~ ~ P"~* ~ales Approval to Mfr 9/5/02 Ivey (~00) 823-1239 Fax: (00~) 823-2013 ........... P[oductionApprovaltoMfr ~ ~ Sheet ~ of ~ Note: All electrical components are UL approved. Rear Elevation Scale: 1/8" = 1'-0" Front Elevation Scale: 1/8" = 1'-0" Plasti-Line West ..... ......................... ..................................... plan ............... FAC'TURE WITHOU¥ REQUIRED APPROVAL$~a ........ "'°'~' Oshkosh,IHOP ~10036Wi ~l/aa/o~ ~ ~ PLWA~02. 570 File NO. A Division of Plasti-Line, Inc. ~""~' I~ ~ ~11 ~t Drawing Approved by .............. I Rep. I ...... Y Rome ~ ~ 13489 SIovec Building B, Fontana, California 92337 ~ ~ ,"' ~ P"¢~ ~ales Appeal to Mfr 9/5/02 Ivey (~0~) 823-1230 ~ax: (~0~) 823-2013 ......... ProducfionApprovaltoM~ ~ ~ Sheet 2 of ~ Note: All electrical componen~ are UL approved, Left Elevation Scale: 1/8" = 1'-0" 29'-0" I equal i Right Elevation Scale: 1/8" = 1'-0" ,~ ....... ,,., ........................................ IHOP#10036 A".1/29/o-~ TT .~ A Division of Plasti-Line, Inc. ~.,.u~, ~ ~,~ ~,, ~, Drawing Approved by ~"~ Oshkosh, WI ~ ~ - ................. IRep~ I ..... Y Romo 13489 Slove~ Building B, Fontana, California 92337 ~ ~n ~r ~ ~e Sales Approval to Mfr 9/5/02 Ivey ~ ~ (909) 823-1239 Fax: (909) 823-2013 . .................. Ciient~prov~ ~teofApproval ......... ProductionApprovaltoMfr ~ ~ Sheet 1 of ~ Note: Al~ electrical components are UL approved. Scope of Work Mfr/Install (1) One Wall Sign (1) One Pylon Sign (3) Three Unibodys North Plot Plan (nts) :, 25' setback f,rom Ro,w 15' Setback fromII ' _ ~ sideyard , ' .~":i'~:-~.. ' '? ./' P-200 ~ 60' OAH '-' - ''" '~ ~'" " ' ,' I': .:~ Menard Dr. il ~.,~ = ~, ~,~.~ ........................ IHOP ~10036 ~1/29/o3 A Division of Plas~i-Lino, Inc. "~"~""' ~ ~ ~'" ~ Drawing ~provod ~ r.iti~* Oshkosh, WI 13489 Stove~ Building B, ~ntana, California 92337~h.,.o.~, ............. .,,,out ~,m.. Sales ~provalto Mfr Date 9/5/02 ~ .... Ivey I (909) 823-1239 Fax: (90g) 823-2013 .......... .............. Production Approval to M~ ClientAppr~a Dateo[Apprwa ~ ~ Sheet 6 of 6 Note: Al~ electrical componenta are UL approved. ,U12193 u� 1177 /8 1, 17 7 / 1, N CV 5ca l e: 3/4" = V-0" P N 11329400488 �N 19114" Internally Illuminated SF Wall Sign Ca bi net Extruded aluminum, 9" deep, finished IHOF 81ue Dupont Imron N5692H Fabricated 11/2'' wide alum. retainers. Faces fan formed and embossed Clear Lean wl back Sprayed decor: P kid Blue TM 3630 -167 wlWhite border IH01' White letters w /Dark Plue drop Shade TM 7725 -37 Banner Red TM 3630 -33 with White copy and inset border. Illumination HO Fluorescent lamps Quantity Req'd: (1) One W -50 Wall Sign v 0 W e 0 a 0 0 "o m e 0 a f a1 E a 4 0 f 9 v 0 a 0 a m 0 C E CL a a a 0 0 m a, IL 0 s `o u 4 G 0 m a M I� c c a 0 G 0 0 0 R 'a c m fA a /� nn Q � Plast� Line, West A Division O f Alasii Line I n c. f I de as, indfc dnd on lh?s drawing are copgri9 i�led and owned by Plasti -IJne, Inc. and sh�'I not be reproduced, usad by or ,.,closed to any person, Term or oorporatlon for any purpose hatsoovor without wfitren Permiss ?on of Piasu une, Inc. ar Plasri- Une,Vi'esr. 00 NOT MANUFACTURE WITHOUT REUUIREO APPROVALS ALLpFTHEn %E$nELONr1 $ TB51 ':RALEDA! CNflI;] In:da1S Cite Drawing Approved try _ Proteel IHOP #10036 1 � Q �� Q PLW Art File No, n ��_��� /,� / i i / r \ Sheet of CO Location 0shko511 WI 1 0 ® 13489 SlovBr, Building B, Fontana, California 92337 (909) 823 -1239 Fax: (909) 823 -2013 Sales A rovat to Mtr pA Dale flep. 915102 I vey Drawn 6y Romo 3 d & Production A pp royal tD Mfr ClEent ApprovaS Dale of Approval a s Q Note: All electrical components are UL. approved. 191/4 391/4" 3011 ' H White f anaflex oubotrate with 3M vinyl overlay graphico: Pli 113294000035 21 5/16" Scale: 118" = 1 v 0 .Az /203 H I 'l Internally Illuminated All Ideas, plans orarrangemenls indCared on this clawing ara ca - ted and awned by Inc. and shall not hs reproduced, used by at dis2sed to any person, i for any purpose or car OF Von .11Will en wholsoever wll w Permission of Plasti-i Inc. ar Plastl -Una, Weill Q o DF Pylon Sign TT to PLW Art File No. Al 02 Sheet of [Drawling Approved by o Fill Cabinet /� & a a Fab. aluminum, 30" deep, finlohed 13489 Slover, Building 8, Fontana, California 92337 (909) 823 -1239 Fax: (909) 823 -2013 Fl o IHOF Blue Dupont Imron N5692H Rate 9 ° JIL ° Retainero: 4 C 2 1/2" 'Extruded Alum,, PN30010 � V Facco C 0 a 5 Pkgd Blue 3630 -167 with White border IHOf' White lettero with Dark Blue drop Shade 7725 -37 5anner Ked 3630 -33 with White copy and inoet border. Illumination HO Fluoreocent lampo f ole Steel pipe, finioh blue TM cabinet. P -too Pylon Sign 0 I 0 4 LA C 0 E a 0 ° s 0 u ° c o C U a 0 m 0 0 I. 0 U c C a m plash =L� ne Wes A Division of Plash -Line l Pladillsh .,, a, T I nc. ' - All Ideas, plans orarrangemenls indCared on this clawing ara ca - ted and awned by Inc. and shall not hs reproduced, used by at dis2sed to any person, i for any purpose or car OF Von .11Will en wholsoever wll w Permission of Plasti-i Inc. ar Plastl -Una, Weill DO NOT MANUFACTURE WITHOUT REQUIRED APPROVALS ALL OF THE BOXES aELONRtUSTHEIS nALEDA !10 BATCH PRIOR TORANUFACNa'iG Project i �� l , ��g036 0� /29/03 TT � PLW Art File No. Al 02 Sheet of [Drawling Approved by Initials Oale LoCO[!6o W Oshkosh yy ` , /� & ® 13489 Slover, Building 8, Fontana, California 92337 (909) 823 -1239 Fax: (909) 823 -2013 Sales Approval to Mfr Rate 9 Rep. lVe]/ Drawn by Romo 3 Production Approval to Mfr Client Approval Date of Approval ® © Note: Ail electrical components are UL approved. 02 no i• 1 in: INTER HOUSE OF PANCAKES.1 Scale: 3/6 = V-0" Note: This Sign io standard product. See attached CAD drawing for additional construction notes P N : 113294000031 Internally Illuminated UNI -16 -W Uriibody 5ign: P kg : Fabricated .090 aluminum, 5" deep, finished Blue TM 3630 -167 Letters Rout out copy. Letters are White acrylic with 1" White Jewelite trim cap. Letter returns are 3" deep .050 aluminum painted l lue TM 3630 -167, Registration Mark White vinyl. (Non- Illuminated) Illumination Internal, HO Fluorescent lamps Quantity Required: (3) 'three 3" 5" UNI -1 6 -W Unlbody Sign m i� 0 u 0 rs m 0. 0 0 0 0 r 4 m R 0 a 0 c C 0 a 0 m e m c► 0 d 0 c m 0. v a u L 0 « a o V ; a 0 0 L c C R IL a� H S Past► Line, We In A Division of Alasti -Line I s iepr , s AR ideas, p lans arran ements p 9 Ind'.C3Sed on this drax:n3 are cesti-un o .u' nc. and owned of Iot he reproduced, us and e 9h an not by or d;sc!ased to any poison, firm or `O'perat'e" f or any purpose whalsoover without wrhton Plas 15! ost. Lao, Inc. slan or or stl -uno, esL or Pfa DO NOT MANUFACTURE WITHOUT REOUIRFD APPROVAt_S All OF UEGOAES$EIew MUST OF V M FDKND DATED PrT',O�3 TO AAC.UFACTURNO Project IHOF' #10D36 Q� rr Q PLW Art File Igo. 02 A Sheet of 6 Drawing Approved by Inilial5 D %ate Location �ShitOS�l r WI /� d © 13489 Slaver, Building B, Fontana, California 52337 (909) 823 -1239 Fax: (909) 823 -2013 Sales Approval to Mfr Dale 9/5102 Rep. Ivey Drawn by Romo Produetinn A pp royal to Mfr Client Approval Dale of Approval a s p Note: All electrical components are UL approved. equal` 1' 29' -0 equal 1 117 7/8 1, Rear Elevation Scale: 118' = V-7 �s 0 4 a R tD R a Front Elevation Scale: 118" = V -Ol C 01 N V � � M2721103 A-t m « 0 a 0 r4 m a a a L O m C 0 0 L a 0 m m 0 C 0 n 0 I m E a a +u 0 C 0. u « C 0 0 0 0 L 0 � i D `A � �I�1V I LI��� West A Division of Plasti -Line Inc. j All lnd!ca!r I on s or arrangements Ind:Cd',[�I on SIBS dfdWSn9 are cast-Una, Inc. and ownod by lle a r -floe, I and ll b not h reproduced, u sed 6y or disclosed to any person, Ilan or corpora4on lof any purpose whatsoover w[Ihout wrltton permli [on of PiastT -Una Inc. or Plas -une, lWosl. DO NOT MANUFACTURE WITHOUT REQUIRED APPROVALS A OF THE BOXES BELOW Ma$i 68 lryrrlALEo AtiD o11TEDPRiofl T8 NA1lUFACN-1ryG Project i H O P f 1 gg36 L� 1/29/03 N! T i 7AL HOUSE CAK L PLW Art File No. A}�,,,,��A�rrr��� ���rrr ■ 1' J -57 1 J I Sheet 2 of 6 Drawing Approved by In`tlas Dell Location Oshkosh f WG Q Z 13489 Slover, Building S, Fontana, California 92337 (9(79} 823 -1239 Fax: (909) 823-2013 Sales Approval to Mfr Dale 9/ 51 02 Rap. Vey Drawn by Ro no 0 117 7/8 1, Rear Elevation Scale: 118' = V-7 �s 0 4 a R tD R a Front Elevation Scale: 118" = V -Ol C 01 N V � � M2721103 A-t m « 0 a 0 r4 m a a a L O m C 0 0 L a 0 m m 0 C 0 n 0 I m E a a +u 0 C 0. u « C 0 0 0 0 L 0 � i D `A � �I�1V I LI��� West A Division of Plasti -Line Inc. j All lnd!ca!r I on s or arrangements Ind:Cd',[�I on SIBS dfdWSn9 are cast-Una, Inc. and ownod by lle a r -floe, I and ll b not h reproduced, u sed 6y or disclosed to any person, Ilan or corpora4on lof any purpose whatsoover w[Ihout wrltton permli [on of PiastT -Una Inc. or Plas -une, lWosl. DO NOT MANUFACTURE WITHOUT REQUIRED APPROVALS A OF THE BOXES BELOW Ma$i 68 lryrrlALEo AtiD o11TEDPRiofl T8 NA1lUFACN-1ryG Project i H O P f 1 gg36 L� 1/29/03 YT L PLW Art File No. A}�,,,,��A�rrr��� ���rrr ■ 1' J -57 1 J I Sheet 2 of 6 Drawing Approved by In`tlas Dell Location Oshkosh f WG Q Z 13489 Slover, Building S, Fontana, California 92337 (9(79} 823 -1239 Fax: (909) 823-2013 Sales Approval to Mfr Dale 9/ 51 02 Rap. Vey Drawn by Ro no 0 Production Approval to Mfr pp Client Appraual Date of Approval ,r & & Note: All electrical components are UL approved. O 1 C L 4 equal 1 29' -0 1 equal Left Elevation Scale: 1/811 ^ 1' - 0" U2120 o � � sn in a to C C b 0 0 0 ? o D 0 o � L L d o a o r. b a S m a c E a 4 m 3 0 C b Ip o a Q 0 C 0 D 0 i 0 0 L D IL M N �I���I �� ��� A Division of Plasti Erne I , All i' p °ansoravangamols and awned by Ind :,tcJ on this drawing are eo ,l,I ns, I be I i' C ce and d b not b rol�roduced, used by or dlsclnsed to any person, Firm or corpuraeon for any purpo5o whalsoevar wlthout wrlllan permission of Plasti -Dne, Inc. or Plasu-uns, West. Do NOFRSANUFACIURE VIII LOUT REQUIRED APPROVALS AlLOF1aF.g0,•- BEE+:+` .'45TBI'.ird +i= o. +'.DOAlE0rnl0a U +Ji'NFr +:lu,ly Pro)ecl H O P #'1003 Ld 1/29/D3 7T d PL File Na. v' ) G o f /�� = Sheet of 6 Drawing Approved by Inillals t):ife _ — — Location O sI1k OSI1 WI F a � 13489 Slover, Building B, Fontana, Cafilornia 92337 (909) 823 -1239 Fa (909) 823-2073 Sales Approval to Mfr Dale 915 /02 Rep. Ivey Drawn 6y Romo O ProduciionA royal to Mfr pp CHantApproval Dale of Approval ® ® Note: All electrical components are UL approved. Right Elevation Scale: 118" = 1' -0" JM2 M 25` oetback from POW 15' Setback from — _ � .:' - •�"�— •_ � _;::. � - — — Side and y I P -200 @ I North i Plot Plan Unibody (nts) F WWII 5i�n Unibody o y U n i body Scope of Work I I MfOnstall (1) One Wall Sign I - (1) One Pylon Sign (3) Three Unibody i Menard Dr. m R a C Q A m CL 0 0 a C Q a to 0 t C IL a Q C Q a a d m a m 0 3 0 4 �C m w m a u 5 m m a o C m a s m a 0 L m a C a c m H + t PlaV tI L,ne, es ADivision ofPlasfi- Lure, Inc. Al Ideas, ansorarranements P� g Indicated on l dfawi::J are copyrighted and own+ by Plast,dJna, Inc. and sh.,l net be reproduced, used by or disclosed to any person. firm or corporal for any pull a 5vhalsne+!er without mitlen a'Masssl-Li e, a} N5511 Inc. or Plahun West, 00 NOT MANUFACTURE WITHOUTREQUIH�I ]APPROVALS ALLOFTHE ae %ES BELOW I.SUST BEItn'[L4LED AND DATED Pa'on TD RUrrUFACTII,i!,'ID Project I�O�{0!l*]6` I � f' 1 00 �3 � � • . 1129/03 TT Q PLW Art File No. 02 -570 ` 1 sheet 6 of 6 Drawing Approved by mills Date Location Oshkosh WI 1 n 13489 Slover, Building 8, Fontana, California 92337 (909) 823 -1239 .Fax: (909) 823 -2013 sales Approval to Mtr Data 9/5/02 Rep. Ivey Drawn by Romo /� A Production A Mfr pp fOV01 to Client Approval Date al Approval ® ® Note: All electrical components are UL approved. ZONING/LAND USE COMPLIANCE CHECKLIST JOB LOCATION: / / O K or / /et-- ZONING C�Z rO PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: New Construction Addition Alteration • TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) k We> c.eiA6r ///901 COMPLIANCE CHECKLIST DEFICIENT COMMENTS Use L1 Y rY`A- ' ft `L R - y 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 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 and when no change is proposed. APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: DATE: 1 —0? / E.! 1 1 EXISTING TREE MING 1REE / ---- :::: 41111111.111.14r--41W• 5 - ,SAMb f A --- . .__ , ......... . ... ... .... ... .. ... \ .111111111.11111■,- AIIIIIMIMME 1 7 _ __ ArAZIIIIIIIIIIIII _ _ Lt:k cws , to 4, 11 1 VA ti l i - - . V. D3S11NG TREE 0 "o• / (* I t All (*ORNAMENTAL <= COWER. ! WCONIFERCUS irr 4 . V I .-- 1 • 1 . (1 MENTAL 0 ir 1 PS if , 'A Ati. , ■ff• 1X SIGN ,-11,„ ,., cf A . 1 :0), L I , t' r ,ff 11 '-- Ai/ I 1111 (3) (5) SPAW d 1 =1, (*ORNAMENTAL SPAW N F4 °. " 1,4 4 . r=> 6 C> H-: WSPAW (24)HCRI3 (5)SPAW 2 (*CONIFEROUS (56)HEAR (18)HEAR Ne°1.4- (14)HOPB 41 1_ i Li, , ; ' i (74)HEAR ! i , gm 17 r 037: aig / ;rt , 0 • ( Agile, ,/, (6)spAw lg. 4. 1 1 IHOP Ca .,, 11.....,-.1 0 0 Jo, '741pr 0 i , RESTAURANT 1--- / . DECORATIVE /,' ,O, ° 4k, vik io g s 1., 1 01 4 , 'PAVEMENT , i ' GROSS 7 / M rIlf , trig 1 DUSTING 401 „. (*ORNAMENT \-4 Ili i • a TREE • AREA: —41... (20)HEBR LJ 1 Zik I 1 . . . NI 1 LANDSCAPE EDGING i tfgtEgaifiREERNES 1 4,161 SF I TRASH 1 oopAcu i _i ..1 el ii 1 * ::::::::. . PUBLIC (5)spAw (') oil ' tiW , / 01 AREA: P e 0 El ! i (‘ 0 If A 0 1839 SF rirtl, o lig Air • 1 (4)spAw le O . , ...11■ 11:40 ) 1 1 I (76)HEAR • V . • .., - / 1 I 1 . - - ' *ORNAMENTAL Ar ::::•; ` ///4A," PROPOSE i I PUBLIC W 0 vor 4: i V, (*ORNAMENTAL (*CONIFEROUS L li ‘ c %VI (82)HEAR (22)HEAR 1 ' 1 (3)SPA (12)HEHR I 1 1 t 1 ..._ .. m 185.15' P I I EASING TREE ' ' I 1 I i II . l ' ) ' MST. TREES TO REMAIN — II ! 7 1--------'"----„,---''-- TO CONkill vERI ON & JOE GO 1 , il _ ..._ _ 11 I 1 SI TE 1 I , 1 II , _:_!.. i_o i i \ 1: , • 1 1 --ix HOP RESTAURANT Drown By Checked By I IHO • HWY 41 & MENARD OSHKOSH, WISCONSIN - -,, Et*Yea"..VetWsifeAt04*-ti.414 Scale vg.--4-11trn,AIN-A'510-4,-,e. ,inrc %tit Altit ‘4 11 - NTS 10-18-02 46 : 44 . ' :'''' - .- Perel1 j N ARCHITECTS PROPOSED 02— 310C 400111211Mtp* ED SITE PLAN 1550 NORTH NORTHWEST NEWSWAY PARK RIDGE, ILLINOIS 580E8-1483 T 847 zga MO F 047 295 5965 Sheet No. SCHEME 1 ht// 5 n3E (fl 1 i 4 ry € I 1, ':-..;. "::. g 0) ,,° ..., TS cr) I d I ce -13 -* (D ,..< L , so 0 : a a — — 0 ..0.1 SI_ Cc) 7 1 I o< n c.i 0 i If x -13 1 P .._,:::,r :15•', .i7i1:- i __., (7 - 0 , 7 • Koeller St. • • ... • . . -r P tit 1 y i) , - i . , 1 I. 00 , ( .• „ . ,( 1., ; I , c 1 I c I I 7 1 QL I 0 91_ a 1 I . , • . . . . , I , , . 1 I I . • . , . _ --. co OQ : -8 . I r ■,.. i' r• ,': ; . 1 I 11 0 11:1 4 7, 4 Division Development Mgr Date Replotted Director of Operations Date ;., ■gi - . _ i.. _ e Director of Development Date VI oe President of Development Dote Cli 17 Reel Estate Director Dote 1 Sign Plan .4