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HomeMy WebLinkAbout0099134-Building (sign)OSHKOSH ON THE WATER ,lob Address 1585 W 20TH AVE Designer CIf~i.~ oF'OSH KOSH BUILDING PERMIT - APPLICATION AND RECORD Owner WARA INVESTMENTS LLC Contractor PLASTI-LINE, INC. Category 254 - Signs Type (~) Building Sign (~) Canopy (~) Fence (~ Raze No 0099134 Create Date 08/27/2002 Plan Zoning M-3 Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Class of Const: 0 Sq. Ft. Rooms 0 Height 0 Sq. Fto Bedrooms 0 Stories 0 Sq. Ft. Baths 0 O Poured Concrete C) Floating Slab C) Pier C) Other C) Concrete Block C) Post C) 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 / Replace Amoco signs with BP signs as per plans - NO INCREASE IN SIZE - Same LOCATIONS - New poles being installed on .~xisting foundation per engineering provided. THIS PERMIT DOES NOT INCLUDE ANY ELECTRICAL WORK - Wiring and electrical )ermit req HVAC Contractor Electric Contractor Fees: Valuation ~ Issued By: Plumbing Contractor Plan Approval $0.00 Permit Fee Paid [] Permit Voided j $89.00 Park Dedication $0.00 Date 12/19/2002 Final/OoP. 00/00/0000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner KNOXVILLE Address PO BOX 59043 TN 37950 - 9043 Telephone Number 865-938-1511 EXT 6 Job Address 1585 W 20TH AVE Owner WARA INVESTMENTS LLC category 254-Signs Type (~ Building O Sign Zoning Unfinished/Basement Rooms 0 Stories Foundation Class of Const: 0Sq. Ft, Bedrooms O Poured Concrete C) Concrete Block Building Permit Work C~rd ' Permit Number 0000000 Contractor PLASTI-LINE, iNC. Create Date 8/27/02 Canopy C) Fence C) Raze J Plan ~E~/ Size Value~ I'~/(~ $0.00 Finished/Living 0 Sq. Ft. Garage 0 Sq. Ft. 0 Baths 0 [] Projection Height 0 Ft. Canopies 0 Signs C) Floating Slab (~ Pier (~ Other ~ Post ~ Treated Wood 3ccupanyPermit Not Required Park Dedication Not Required Flood Plain No Height Permit Not Required # Dwelling Units 0 #Structures 0 Use/Nature of Work SIGNS / Replace Amoco signs with BP signs as per plans - NO INCREASE IN SIZE - Same LOCATIONS HVAC Contr Electric Contr Plumbing Contr Inspections: Date 00/00/0000 : Type Inspector Date/Time requested: Access: [ ;111100 : Notice Type: Phone Number: Ready Date/Time: 1/1/00 : Requested By: (~ Reinspect Fee ~) Fee Waived [] Reinspect Fee Paid Noe, Brian From: Sent: To: Subject: Young, David [DYoung@plasti-line.com] Thursday, December 05, 2002 9:22 AM 'bnoe@ci.oshkosh.wi.us' Site 7784838, 3700 Jackson Dr, Oshkosh, WI Brian, Could you issue the permits for this site? It is the one that does not get the pole changed on the ground sign. Here are all the UL #s for this site. Ground Sign Head DA108375 Canopy Logos CY005680 CY005379 CY005673 CY005670 This should be all we need for this site. If you will let me know the fees for the permits I will send the check immediately. Hopefully, the engineer will have the other sites worked out before long. I've sort of lost track of where they are now. David G Young Global AIliance Partner 800-444-7446, ext. 693 865-947-8533(Fax) dyoung@plasti-line.com 1 Noe, Brian From: Sent: To: Subject: Noe, Brian Friday, November 22, 2002 8:39 AM 'Young, David' RE: Engineer's Letter for BP signs. Have the engineer send fax or emaii me the calculations for the signs - I can not accept just a letter. ..... Original Message ..... From: Young, David [mailto:DYoung@plasti-line.com] Sent: Wednesday, November 20, 2002 7:37 AM To: 'bnoe@ci.oshkosh.wi.us' Cc: Young, David Subject: Engineer's Letter for BP signs. Brian, I have the engineer's statement back and have attached it to this email. Also, I have attached the photos of the existing foundation and the engineer was very familiar with it. Hopefully this will put us a little closer to obtaining the permits. If this is all you need could you let me know about the costs of the permits so that I can forward a check to you. If this is not all could you issue the permit for the Jackson Ave site and let me know what else I need to do for the others. If I need anything else for the other 3 I may need to have the engineer call you since this portion is a little above my head. Thanks for your help. <<Oshkosh Letter.jpg>> <<Site #7774508 -- Foundation pictures.zip>> David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com Noe, Brian From: Sent: To: Cc: Subject: Young, David [DYoung@plasti-line.com] Wednesday, November 20, 2002 7:37 AM 'bnoe@ci.oshkosh.wi.us' Young, David Engineer's Letter for BP signs. Oshkosh Letter.jpg Site #7774508 -- Foundation pi... Brian, I have the engineer's statement back and have attached it to this email. Also, I have attached the photos of the existing foundation and the engineer was very familiar with it. Hopefully this will put us a little closer to obtaining the permits. If this is all you need could you let me know about the costs of the permits so that I can forward a check to you. If this is not all could you issue the permit for the Jackson Ave site and let me know what else I need to do for the others. If I need anything else for the other 3 I may need to have the engineer call you since this portion is a little above my head. Thanks for your help. <<Oshkosh Letter.jpg>> <<Site #7774508 -- Foundation pictures.zip>> David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com ~FIC~ No~emb~,20( 2002 Di~i$~o.n Regardsi Noe, Brian From: Sent: To: Subject: Noe, Brian Monday, November 18, 2002 9:37 AM 'Young, David' RE: Amoco Station Permits. As per our discussion - it is my understanding that 3700 Jackson will NOT have a new ground sign. I have sent you plans for the existing sings at 708 Murdock, and 1585 W 20th. To date I have not been able to locate plans for the existing sign at 1759 w 9th. As far as work being done on the four sites you have applied for permits, I have no problem with allowing work to begin prior to the permits being issued, as long as that work does not include the ground signs that are being replace, and need the revised engineering. ..... Original Message ..... From: Young, David [mailto:DYoung@plasti-line.com] Sent: Friday, November 15, 2002 1:27 PM To: 'bnoe@ci.osh kosh.wi.us' Subject: Amoco Station Permits. Brian, I have a crew in that area that needs to start as soon as possible on the station at 708 Murdock. Since this is the site that is not getting a new ground sign could we go ahead with the reimage? The UL #s are on the signs that are at the site and those that are in transit. We can give them to you as soon as they are uncrated. My project managers are reluctant to start without something in writing even if it is an email authorizing our proposal. Also, have you been able to find a copy of the foundation for the ground sign at 3700 Jackson Dr? The engineer is holding me up because he wants to do all 3 sites at one time. I can send checks immediately for the permits as soon as you know the amounts. I don't mean to be a pest but I am really catching heat over my Osh Kosh sites because our installers are near that area and I'm catching the blame for not being ready. If there is anything else I need to do besides the UL #s and the engineers drawings please let me know. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com Noe, Brian From: Sent: To: Subject: Young, David [DYoung@plasti-line.com] Friday, November 15, 2002 1:27 PM 'bnoe@ci.oshkosh.wi.us' Amoco Station Permits. Brian, I have a crew in that area that needs to start as soon as possible on the station at 708 Murdock. Since this is the site that is not getting a new ground sign could we go ahead with the reimage? The UL #s are on the signs that are at the site and those that are in transit. We can give them to you as soon as they are uncrated. My project managers are reluctant to start without something in writing even if it is an email authorizing our proposal. Also, have you been able to find a copy of the foundation for the ground sign at 3700 Jackson Dr? The engineer is holding me up because he wants to do all 3 sites at one time. I can send checks immediately for the permits as soon as you know the amounts. I don't mean to be a pest but I am really catching heat over my Osh Kosh sites because our installers are near that area and I'm catching the blame for not being ready. If there is anything else I need to do besides the UL #s and the engineers drawings please let me know. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com Noe, Brian From: Sent: To: Subject: Young, David [DYoung@plasti-line.com] Monday, November 11, 2002 8:51 AM 'bnoe@ci.oshkosh.wi.us' 7774615 Foundation drawings Brian, I am working on getting the information on the 2 sites we had discussed and was wondering if you had found the drawings for the existing foundation at 708 W. Murdock Ave. If you can send them I will be able to get the information pretty soon. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com Noe, Brian From: Sent: To: Subject: Noe, Brian Friday, November 08, 2002 9:43 AM 'Young, David' RE: Osh Kosh Amocos Sign Permits BrianAmoco.jpg Brian 708 W Murdock Ave.jpg The following attachments are copies of the plans on file for the existing signs. The 20th street project show a sign height of 25 feet, the existing sign was only 20 feet, and the foundation was not per the new plans. The Murdock Ave sign also has a different type of foundation. Please have the engineer review these issues and certify that the existing foundations will be adequate for the new signs. You may need to enlarge these scanned drawing to see all the detail. If you or your engineer have any questions let me know. ..... Original Message ..... From: Young, David [mailto:DYoung@plasti-line.com] Sent: Monday, November 04, 2002 1:26 PM To: 'bnoe@ci.oshkosh.wi.us' Subject: Osh Kosh Amocos Sign Permits Brian, I think I have finally gotten all the information together for you except for the UL # s that you said we could submit once the signs are delivered to the sites and before they are installed. I sent you the engineer's drawings by Fed Ex on 10-25-02 and sent you an email telling you that Team Services from Appleton would be the licensed electricians. The costs of the site work were sent earlier. The only thing I know I haven't sent you is a check for the permits. As soon as you know the amount of each permit please let me know and I can send a check out immediately. If there is anything else I need to submit please let me know. Thanks for your help. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com Nlid~rade Silver CarWash Free 1,4.~.£,~h ,i..~oo b,~ g}.[ A Il Noe, Brian From: Sent: To: Subject: Young, David [DYoung@plasti-line.com] Monday, November 04, 2002 1:26 PM 'bnoe@ci.oshkosh.wi.us' ©sh Kosh Amocos Sign Permits Brian, I think I have finally gotten all the information together for you except for the UL # s that you said we could submit once the signs are delivered to the sites and before they are installed. I sent you the engineer's drawings by Fed Ex on 10-25-02 and sent you an email telling you that Team Services from Appleton would be the licensed electricians. The costs of the site work were sent earlier. The only thing I know I haven't sent you is a check for the permits. As soon as you know the amount of each permit please let me know and I can send a check out immediately. If there is anything else I need to submit please let me know. Thanks for your help. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line.com lPlasti. Line, Inc. 623 East Emory Road · Powell, Tennessee 37849 · Ph 423-93&1511 October 25, 2002 Reference Number: Site 7713316 Site 7774508 Site 7784838 Site 7774615 City of Osh Kosh Attn: Brian Noe, Inspection Services Division 215 Church Ave. P.O. Box 1130 Osh Kosh, WI 54903-1130 aI~varian' , finally received the engineer s drawings for the 2 sites where the new goalpost ground signs are o be installed. These locations are 1585 W 20th Ave and the other is 1759 W 9th Ave. The other ocations are not receiving new poles and are scheduled to be refaced only so no drawings are ilable~ I have already sent you the information you requested about the costs per site and the name of the company doing the wiring of the signs for all 4 sites. Now, With the drawings, I think the only thing I need is a list of all the UL #s for the signs which you said I could provide once the signs are delivered to the sites. These will be provided before they are installed. Since the other two sites didn't have to have the drawings could you issue these permits? Again, I will provide the UL #s when the signs are delivered. It takes many week to arrange for the work to be done and I cannot schedule any of the work until I have permits in hand. I ask that you please review the attached drawings which I am submitting for your approval and let me know if any permit fees will be required prior to us beginning the re-imaging process. I will forward all fees immediately upon hearing from you. I appreciate your help and look forward to working in your fine city. Sincerely, David G. Young Field Activities Manager Plasti-Line, Inc. Phone: 800-444-7446 ext. 693 Fax: 865-947-8533 dyoung @ Plasti-Line.com Noe, Brian From: Sent: To: Subject: Brian, Young, David [DYoung@plasti-line.com] Wednesday, October 02, 2002 12:20 PM 'bnoe@ci.osh kosh.wi.us' Amoco Stations Here is some of the information you requested. I am still trying to get UL #s for these signs. I ccan get the manufacturer's UL File # but the individual sign #s are a problem because most have not bee manufactured yet. Could I possibly give you the numbers once the signs are shipped to their specific site? Please let me know what I can do. 1585 W 20th Ave. (Station # 7713316)(Goalpost) Wired by Jones Signs, Mike Bjorklund, 711 Hinkle St, Green bay, WI 54303. UL #s: Cost of job is approximately $18,000. Will get new pole sign. Will provide engineering drawings. 1759 W 9th Ave (Station # 7774508)( Wired by Jones Signs, Mike Bjorklund, 711 Hinkle St, Green bay, WI 54303. UL #s: Cost of job is approximately $18,000. Will get new pole sign. Will provide engineering drawings. ........ 3700 Jackson Drive (Station # 7774838)(Goalpost) Wired by Jones Signs, Mike Bjorklund, 711 Hinkle St, Green bay, WI 54303. UL #s: Cost of job is approximately $16,000. Will not get new pole sign. Existing pole(s) will be used. 708 W. Murdock Ave. (Station # 7774615)(Goalpost) Wired by Jones Signs, Mike Bjorklund, 711 Hinkle St, Green bay, WI 54303. UL #s: Cost of job is approximately $16,000. Will not get new pole sign. Existing pole(s) will be used. David G Young Global Alliance Partner 800-444-7446, ext. 693 865-947-8533 (Fax) dyoung@plasti-line,com Noe, Brian From: Sent: To: Subject: Capen, Mary Thursday, September 12, 2002 9:36 AM Noe, Brian FW: Sign Permit Applications ..... Original Message ..... From: Young, David [mailto:DYoung@plasti-line.com] Sent: Thursday, September 12, 2002 9:13 AM To: 'Capen, Mary' Subject: RE: Sign Permit Applications Brian, In answer to the four questions below the wiring will be performed by a licensed electrician that will be chosen by the local sign erector in your area. I am in the process of getting the UL #s. The approximate cost for each site will be $20,000. I didn't know what was meant by the columns/posts be changed. The post on the pole sign will be changed because the entire sign will be replaced with a new sign that is smaller using the same foundation. The columns on the canopy will not be replaced only painted. Could you let me know what else I need to do. BP had scheduled the construction to start sometime in September so I need to tell them whether or not this is still realistic. Thanks for your help. ..... Original Message ..... From: Capen, Mary [mailto:mcapen@ci.oshkosh.wi.us] Sent: Tuesday, August 27, 2002 10:29 AM To: 'dyoung@plasti-line.com' Subject: Sign Permit Applications We tried to fax the following to you at the number listed on your business card (865-947-8533) but received a message that this number is no longer in service. Please let us know the correct fax number, or open the attachment below. If you have difficulty opening this attachment you can contact me at 920-236-5050. Mary Capen, Office Assistant City of Oshkosh Inspection Services Division 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 > ..... Original Message ..... > From:Noe, Brian > Sent: Tuesday, August 27, 2002 9:27 AM > To: Capen, Mary > Subject: fax to email > > <<plasti-line.dot>> O.J"HK.Q./'H ON THE WATER City of Oshkosh Inspection Services Division 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 Fa]( To: David Young Plasti-Line, Inc From: Brian Noe (920) 236-5051 bnoe@ci.oshkosh.wi.us Office Hours 7:30 to 8:30 and 12:20 to 1:30 Fax: 865-947-8533 Pages: 1 Phone: Date: 08/27/02 Re: Sign Permit Applications CC: [] Urgent [] For Review [] Please Comment [] Please Reply [] Please Recycle The permits for sign replacements at the following address are currently pending, until we receive additional information 1585 W 20th Ave. 1759 W 9th Ave 3700 Jackson Dr 708 W Murdock'Ave We need the following information 1. Who will be wiring the new signs 2. We need the UL listing numbers for any new signs ( where more than just sign lenses are being changed) 3. We need to know the cost (value) of the work being done for each location 4. Are any of the columns / posts being replaced? If so provide structural plans. Any questions please give me a call. ZONI NG/LAND USE COMPLIANCE CHECKLIST JOb LOCATION: ZONING PROPERTY OWNER/CONTRACTOR: .CONSTRU,CTION DATA; TYPE OF CONSTRUCTION: COMPLIANCE CHECKLIST New Construction (i.e. fence, pool, parking lot, sign, Addition ! Alteration DEFICIENT COMMENTS 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 REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, 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 ,.~ DATE: CITY OF OSHKOSH Ne.32936 PERMIT- APPLICATION AND RECORD TYPE: BLDG [] HTG [] ELEC [] PLBG [] SIGN'~---ZONING FLOOD PLAIN HEIGHT ADDRESS /'~;~'-~ ~1~, ~. ~tc~ ./~, PLAN NO. OWNER DESIGNER USE/NATURE OF WORK HEATING CONTRACTOR // # Rooms / / # Stories Height ~---~/'~) /' Class of Const. Occupancy Permit ,,~_~ Heat [] A/C [] Vent [] Fuel/System Heat Loss BTU'S ELECTRIC CONTRACTOR Electric Serv. New [] Change [] Temp [] Type Volts Amps Fixtures Switches Receptacles Circuits PLUMBING CONTRACTOR BT WH Disp WSoft CBasin Lev Sh DW DF' San. Sewer WC FDr SP Ur Storm Sewer Sink LTub Eject . SS Water Other ? ? FEES: Valuation~$ ¢~'-'- ,DPerm[t F~,ee Paid $ ~.~¢!~ ~ ~/ ~/~/~.~ Park Dedications ISSUED BY ~,.~_~/Z~4~ ~'/~.~/,.¢¢~ Date . Final/O.P. . // In the perf~t,~nce of t~his work I_agree ~o perform all work pursuant to rules governing the described construction. SIGNATURE/ ~ ~~~ ' ,/~ TELEPHONE # JOB LOCATION: OWNER/CON CTOR: ZONING/LAND USE COMPLIANCE CHECXLIST zoNING: CONSTRUCTION DATA: NEW CONSTRUCI~ ADDITION ALTERATION PARKING LOT TYPE OF PROPOS[D CONSTRUCTION: (i.e. fence, pool, sign, ~ck,' etc.) COMPLIANCE CNEC~LIST (Check oniy those COMPLIES OE~ICi~iT DEFICI~-NCY/COMMENTS Use Lot Width Lot-Area Flood:lain Front Yard . Side Street (frc~y~) Rear Yard Side Yard (R) Side Yard (L) Parking Spaces Building Area Lot Area Per Fmai.ly Corner Lot Landscaping T~sitionai Yard O~St~t Loading Vision Clearance Height REVIEW AUTHORITY: The Director of Community Development, or designee., must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no cha~ge in use is pro'Deed. (2) Maintenance items,, e.g. siding, windows, etc., when the use is conforming .and when no change is proposed. Instances where work com~Iies with the above criteria, the permit can be reviewed by the Building Inspector withou~l~refe~ai to the Disc%or of ¢O~nity Development, or de~ign~_. DENIED Plan Commission Action Requirsd ~Variance(s) Required ~ ~ ~ CITY HALL 215 Church Avenue P. O. Box 1130 Oshkosh, Wisconsin 54902-1130 OJ'HKOJ'H City of Oshkosh BOARD OF ZONING APPEALS AGENDA WEDNESDAY, MARCH 3, 1993 3:30 P.M. TO WHOM IT MAY CONCERN: PLEASE NOTE that the Board of Zoning Appeals of the City of OshkOsh will meet on WEDNESDAY, MARCH 3, 1993 at 3:30 P.M. in Room 404 of the Oshkosh City Hall to consider the following agenda which may be of interest to you. 'ROLL CALL APPROVAL OF MINUTES I: 1585 WEST 20TH AVENUR - Joan Parada._ owner; Shefond Oil Inc., applicant ~ff~ OO )~.~ ~ The applicant is requesting a variance to construct a ground sign with a 20 ft. front yard setback; whereas Section 30-26(D) (1)(b) of the City of Oshkosh Zoning Ordinance requires a 30 ft. minimum front yard setback for ground signs in an M-2 Industrial zoning district. II. OTHER BUSINESS III. ADJOURNMENT IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT TRISH AT THE PLANNING DIVISION AT (414) 236-5059. Dated: 2/25/93 336' II I 50' ~ C~opy 38D' --~ Wes~ 20~h Bovis Lend Lease. Inc 801 WaiTenville Road, Suite 6000 Lisle, IL 60532 SITE PLAN KEY (~) MID (~) Helios COMMENTS APPROVED [] APPROVED AS NOTED [] REJECTED, RESUBMIT AS NOTED [] DATE I ~ I?"~tmentLeeel B Oshkosh, WI54g01 . SITE PLAN I 0.01 -: Pantone: 3MVinyl: Paint: ACM: Plastic: BP. yellOW PMS 109C 3M- VQ9693 Yellow Translucent Akzo Nobel Coatings Orip-Oard" 0IL-546 Under Inspection O'Neil Color and Compounding: : 3M- VT9773 Trans. (Match VQ9693 w/o GPS) "BP 109 Yellow" 40383 Yellow ~: 3M- VCC9726 Yellow Opaque PMS 368C 3M- VQ9694 Translucent Akzo Nobel Coatings Grip-Gard' OIL-539 N/A N/A 3M- VT9774 Trans. (Match VQ9694 w/o GPS) "BP light green" C'03 ~' :' I Pantone: 3M Vinyl: Paint: ACM: Plastic: N/A AkzO,,Bp beige"N°bel Coatings Grip-Gard" 0IL-544 N/A N/A I, Pantone: 3M Vinyl: Paint: ACM: Plastic:  3M- VQ9935 Translucent N/A N/A N/A 3M- VT9775 Trans. (Match VQ9935 w/o GPS) 3M- VCC10105 Opaque ~ Pantone: 3M Vinyl: ' : ACM: Plastic: c.05 BP pear~ 3M- VCCB9399 Opaque Mitsubishi N/A "BP pearlescent" 3M Vinyl: Paint: ACM: Plastic: I ,~ PMS 348C 3M- VS1494 Opaque Akzo Nobel Coatings Grip-Gard" 0IL-540 Mitsubishi O'Neil Color and Compoundin9: 3M- VCC9901 Opaque "BP green" "BP green" 2137 Prime Green 3M Vinyl: Paint: ACM: Plastic: i,~ ~ "~':~! ~!~./~;, A N/A N/A N/A N/A I I Pantone: 3M Vinyl: Paint: ACM: Plastic: c.08 whitei N/A 3M- 3630-20 Translucent NcsBSRAL48000500N901600E55 N/A N/A 0,09 I Pantone: 3M Vinyh Paint: ACM: Plastic: IBP pearl '~ {i~ii Under Under Lilly Futurac Acrylic Urethane- N/A N/A I ~ i ' review review BP Pearl/ Semi-gloss E10788 C'!0I Pantone: 3M Vinyl: Paint: ACM: Plastic: ~p dark p:ei~r~ i Under Under Lilly Futurac Acrylic Urethane- review review BP Dark Pearl/ Semi-gloss E10787 Pantone: 3M Vinyl: Paint: ! i~;t2 ~i~:~i~;i;~i;:t ~;!!~Pantone: 3M Vinyl: Paint: ACM: Plastic: i ?~} Wa~ .g~J~'e~,~ ~ti',© ~ PMS Warts N/A Under inspection ~.. ~,. ~w.~. .,--w ~" """'"" ...~p "~'~ BP Amoco Re-Imaging Program .ov,.Ls.d.ease,,n~ = ..... ..,,.,o..o. F/~Plasti. Line. Inc CotorChartO i~..o.~ 771=16 ^,,Amoco 801 Warrenville Road, Suite 6000 ,-8oo-444-7446 · 1585 W. 20th St. Lisle, IL 60532 ~/~.~lasti-I/ae.¢om ~'~tn'~m t~,el B Oshkosh, WI 54901 Bovis Lend Lease, Inc 801 Warrenville Road, Suite 6000 I.lsle, IL 60532 F~Plasti. Line, Inc. I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Remove existing "Food Shop" signs and stripes on the front and sides of the building and replace with new green fascia panels, gradient decal, and non-illuminated "Shop" signs on th~ front and sides. DISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. BUILDING BP Amoco Re-Imaging Program 7713316 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Standard B level treatment: pearl white ACM around the entire canopy with Bullnose, LED and 3 helios (one on the front and one on each end - the backside of the canopy facing the building should not receive a helios). Paint canopy per visual standards. DISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site, There is no guarantee implied that Permits will be issued based on this recommendation, The permit application must be submitted to and I rev ewed by the oca govern ng author ty who w determ ne what is allowed at this site, Bovis Lend Lease, Inc 801 Warmnville Rea(J, Suite 6000 Lisle, IL 60532 F/~plasti. Line, /nc. BP Amoco Re-Imaging Program CANOPY ~m~ ~.uo~ 7713316 Air Amoco · 1585 W. 20th St. ~ Tr ~lme~. L~vela Oshkosh. W; 54901 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Standard treatment including decal package for gasoline. Misc. painting of light poles, curbs, bollards, vent pipes, etc. Provide new graphics on site amenities. Bovls Lend Lease, Inc 801 Warrenville Road, Suite 6000 Lisle, IL 60532 F~Plasti. Line, Inc. IDISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits~ will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. DISPENSER bOP ~,~ DR VE &YARD ~' BP Amoco Re-Imaging Program 7713316 . Air Amoco 1585 W. 20th St. B Oshkosh. Wi 54901 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Remove existing goapost pylon and install new goalpost design with 7 panels which read: Shop, Rp, SP, UP, Amoco Fuels, and reader panel (double). Bovis Lend Lease, Ine 801 Warrenville Road, Suite 6000 Lisle, IL 60532 DISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site, There is no guarantee implied that Permits will be issued based on this recommendation, The permit application must be submitted to and reviewed by the local governing authority who will determine what s a owed at th s site, ~plasti-Line, Inc. Existing Sign Height: 24' Note: Square Footage: 116.18' Proposed Sign Height: 24' Note: Square Footage: 124.31 Approvals: Date Originally Submitted for Permit: Date Revised Submit for Permit: BP Bovis Owner/Jobber · Date: Date: Date: 801 Warrenville Road, Suite 6000z.8oo.444.7446 Usle, IL 60532 www.pltstl-llne.com F~plasti. Line, Inc. DISCLAIMER: Tho recommendations herein are an interpretation of the BP Re-Image Visual J Standards in relation to the sign ordinances for this site, There is no guarantee implied that Permits J will be issued based on this recommendation, The permit application must be submitted to and rev ewed by the ocal governing authority who will determ ne what is allowed at this site, BP Amoco Re-lmagln! MID ~ 7713316 Air Amoco RE-IMAGING ' 1585 W. 20th St. B Oshkosh, WI 84~01 'I 'r 50' rc.~opy Bovis Lend Lease, In¢ 801 Warrenville Road, Suite 6000 Lisle, IL 60532 SITE PLAN KEY (~) MID Q Helios COMMENTS APPROVED [] APPROVED AS NOTED [] REJECTED, RESUBMIT AS NOTED -- [] DATE ,.~t~ ..... i Si~,T~E~. PLAN 1585 w. 2~h St. Pantene: 3M Vinyl: Paint: ACM: Plastic: PMS 109C 3M- VQ9693 Yellow Translucent Ak=o Nobel Coatings Grip-Gard# 0IL-546 Under Inspection O'Neil Color and Compounding: Pantone: 3M3M-vinyI:VCCg?2 6 Yellow Opaque Paint: ACM: Plastic: PMS 368C 3M- VQ9694 Translucent Akzo Nobel Coatings Grip-Gard" OIL-539 N/A N/A 3M- VT9774 Trans. (Match VQ9694 w/o GPS) "BP light green" 3.- vcc9727 O~a~ue Pantone: 3M Vinyl: Paint: ACM: Plastic: N/A Akzo Nobel Coatings Grip-Gard" 01L-544 N/A N/A PMS 7534C "BP beige" -aM Vinyl: Paint: ACM: Plastic: 3M- VT9775 Trans. (Match VQ9935 w/o GPS) 3M- VCCl0105 Opaque [ P~ntone: aM Vinyl: ' : ACM: Plastic: [ BP Dearlescent [ N/A 3M-VCCB9399 Opaque Mitsubishi N/A "BP pearleacent" ~M Vinyl: Paint: A~M: Plastic: ~ PMS 348C 3M~ VS1494 Opaque Akzo Nobel Coatings Grip-Gard" 0IL-540 Mitsubishi O'Neil Color and Compounding: 3M- VCC9901 Opaque "BP green" "BP green" 2137 Prime Green [~/N/A~T'~:?~:: ~l~{ :~ , N/A N/A N/A N/A Pantene: 3M Vinyl: Paint: ACM: Plastic: N/A 3M- 3630-20 Tranelucen~ NCS~B$ 48000500N901600955 N/A N/A Pantene: 3M Vinyl: Paint: ACM: Under Under ~illy ~turac Acrylic Ure~hane- N/A N/A review review BP Pearl/ Semi-gloss E10788 Pa.tone: 3M Vinyl: Paint ACM: Plastic: Under Under Lilly ~turac Ac~lic Urethane- N/A N/A review review BP Dark Pearl/ Semi-~loss E10787 Pantone: 3M Vinyl: Paint: AC~: Plastic: PMS 375C 3M- VCC9821 Opa~e N/A N/A N/A Paint: ACM: Plastic: PMS Warm N/A Under inspection N/A N/A Gray 8 ~o eo= ~.o~ BP Amoco Re-Imaging Program 801 Warren~lie Road, Suite 6~0 x-Boo-444-7446 1585 W. 2~h St. Lisle, IL ~532 w~.pl~d-Bae.¢o~ ~ Oshkosh, WI 54901 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Remove existing "Food Shop" signs and stripes on the front and sides of the building and replace with new green fascia panels, gradient decal, and non-illuminated "Shop" signs on the front and sides. DISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits[ will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. BP Amoco Re-Imaging Program BUILDINGbp ,,.q~a 7713316 Aild~aoco 1585 W. 20th St. I ~ ]T. ai~er~l~v~ B Oshkosh. WI54901 Boy,s,end Leass..no FAPlasti. Line, Inc. 801 Warrenville Read, Suite 6000 , Ustc. IL 60532 E~ovis Lend Lease, Inc 801 Warrenville Road, Suite 6000 Lisle, IL 60532 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Standard B level treatment: pearl white ACM around the entire canopy with Bullnose, LED and 3 helios (one on the front and one on each end - the backside of the canopy facing the building should not receive a helios). Paint canopy per visual standards. IDISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. F/Aplasti. Line, Inc. BP Amoco Re-Imaging Program CANOPY ~ ~ ~1~16 NrA~o ~ ~e~ Le~ ~ Oshkosh, WI 54901 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Standard treatment including decal package for gasoline. Misc. painting of light poles, curbs, bollards, vent pipes, etc. Provide new graphics on site amenities. Bovis Lend Lease, Inc 801 Warrenville Road, Suite 6000 Lisle, IL 60532 PO BOZ 59043 z=8o0-444-7446 DISCLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. BP Amoco Re-Imaging Program DISPENSER ~.,~,,~ DRIVE & YARD FAPlasti. Line, Inc. 17713316 Airls~SW.~Oth st.Am°c° R Oshkosh, WI 54901 Bovis Lend Lease, Inc 801 Warrenville Road, Suite 6000 [.isle, IL ~0532 I NO EXISTING ITEM UNIT QTY RECOMMENDATIONS Remove existing goapost pylon and install new goalpost design with 7 panels which read: Shop, Rp, SP, UP, Amoco Fuels, and reader panel (double). DISCLAIMER: The recommendations heroin are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permits will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. F/APlasti. Line, Inc. ~ ""~'~ BP Amoco Re-Imaging Program 7713316 Air Amoco 1585 W. 20th St. ~ 'r..~,,~L~ a Oshkosh. WI 54901 Existing Sign Height: 24' Note: Approvals: Date Originally Submitted for Permit: Date Revised Submit for Permit: BP Bovis Owner/Jobber 801 Warrenville Road, Suite 6000 x-8o0-444-744~ Lisle, IL 60532 www.pla, ti.lJn~.¢om Square Footage: 116.18' Date: Date: Date: F/~Plasti-Line, Inc. 1 Proposed Sign Height: 24' Note: Square Footage: 124.31 IDISOLAIMER: The recommendations herein are an interpretation of the BP Re-Image Visual Standards in relation to the sign ordinances for this site. There is no guarantee implied that Permils will be issued based on this recommendation. The permit application must be submitted to and reviewed by the local governing authority who will determine what is allowed at this site. D~ ~ ^~., ~8~.v~. ~ bp IP"'~ BP Amoco Re-Imaging Program MID O ~ 771 &316 Nr Amoco RE-IMAGING 1585 W. 20th St. IIFunk. F_org,ng q~ompany THE POLE MANUFACTURER ff msml~lon i~ not com~, plm ~ (708) 757-7421. 10-23~02 BI' 25' OAH - 80-3/4" 7 Mod Twin ?o1~ System using ~e Ame~:o 20' G/P Spread Footings~ Bolt ?atte~ns~ C~rliaes and Anuhor Bolts File: BPOlblAIllnexO22.mcd D~g~ Wiadload: (PSF) WL ',= 30.0 Modol~ I-Icigh!: (ft.) ModHt := I 1.47 Pole H~,ht: (fl.) Pole, Fh := 6.49 Tube: ASTM A-S00 Gr. B Fy = 4~,(! ksL; ~ -- 40.38 ksi. Plat~: AS'fMA-36 Fy=36.0~L; Fb=31.6Oksi. ( Cobalt .~'tions ) Sbt. 1 of 6 Summation 9~Mom~nt at Ihe Ba._~.ofH~ad S~gn: IDS :: (6.88-6.73-WL).(?).12 IDS =$7340,,92 in.lbs. Mti = 57340.892 in. lbs. M~I Ml =28670.446 in.lb~ 2 Sx ;=-M1 Sx =0.71 in.3 40380 Tube: TS 4" x 2" x 0.I87 wall - 2.35 in.3 OK Mouniin~ B.01tS; Load per Bolt: ( lb~. ) T :- T = 1943.759 (2.7.375) Bolt Diameter: ( in. ) D :=0300 Sh~ssArea: (in.2) ( Bas~i aa no~;n-~ Dimn~r l~r AISC 4-3 ) Al" ~.D2 4 A =0.196 Aflowablc Tension: (lbs. fm.2 ) AT :--44000.1.33-A ( Based. on ASTM A325 Specifications) T Unity Chw. k: UC :--- UC --- 0.169 < 1.00 AT AT = 11490 OK XYd 6g:~X IR:I I~23~2 BP Sht. 2 of 6 Module Si~: Sumro~ion of Momont at the Buc o£Module Siren: Mame~: Mt2 :=IDS,ModS Mt2 = 407905.637 in. lbs. Mt2 Moment per Pole: M:z := 2 M2 = 203952.818 in_lbs. Req,~drcd Section Modalas: Sx := ....... ( Compact Sectioa ) 40380 Sx = 5.051 Tuba: TS 5" x 5' x 0.250 wall - 6.78 (x.x,*~) IDS = 248532.762 in.lbs. Mods = 159372.8?41Mbs. OK Load per Bolt: ( lbs. ) T := ~.~.2,_ (2.7.375) T = 13827.31 Bolt Diameter: (ia.) D :=0.75 · n.D2 Su~ Aw.a: (in.2) A .... ( Based oa ao~ni,~s,! Diametnn inn. AISC 4-3 ) 4 Allowablo T~msion: ( lbs./ia.2 ) AT :=,M000,1,33.A ( Based on ASTM,6325 $1mifratioas ) A =0.442 AT --25553 T Unity Check: UC: ..... UC =0.535 < 1.00 AT OK Smnmatio=,ofMommt at thc Ra.~ of Poles: L \12! IDS =356713.69 ia. lbs. Mods -~339726.S38 in. lbs. P = 12162.179 iMb.n. Moment: Mt3: = 1DS -~ Mods + P Mt3 = 708602.702 in.lbs. 10-23-02 BP Sbt. 3 of 6 Moment pe~ Pole: Ma ::Mt3 2 M.~ = 354301,351 in.lbs. Roquirod S~ion Modal~s: Sx:.. M3 ( Compact Se, orion ) 40380 tt.774 Tubo: TS 8" x 6" x 0.187 wall - 11.7 in.s OK _Cl~tr~k ofExisiing Anc~ Bolts: Load por Iloh: (lbs.) (:~-~4) I' -- 12653.62 Anclmr Bolt Diamcgt: ( in. ) D :=1.25 S~,~,ss Area: {in.2) A:= ~'-D.,2- ( Basod on nominal .dinmel~ per AISC 4-3 ) 4 A = 1.227 Allowablg T~sion: ( lbs. ) AT :-' 21500-1 ( Based on AASitTO spgifi~ation M314 - 90 ) Al' =35091 OK Allowable Bo~d Stress: ( lbs~ i~.2 ) U = 105.163 D~dopement ~: ( in. ) T Ld'- hi = 30.64 U.~.D Without roth~tion for book Existing: (8) 1-1/4"Dia. x48'*+6"An&orBolts OK Load per Bol~: (lbs,) Plaic Sp~iroe~: ( in. ) Dcsi~ of Base Phtcs: T = 12653.62 PI.,S := 14.46875 Minimttm llticimess ~q. ima: ( in. ) n~.- ~L (" J Nambcr ofBolls: Plate Wid&: (in,) Thk = 1.798 1-1/2" thick x 20" x 21.5" baso pla~ with ~ ( 2 ) 1/2" x 12" x 12" Oassots. No ;=2 PI.W :=21.5 OK XYd 68:~I I~& 10/~/IT 10~3~2 BP Sht. 4 of 6 C.b~.- ~fExis~ sr, m~t Foo~lls: Ovo~arning Momc~: ( fi, lbs. ) Mil :- 12 Mn = 29~25.113 Shoat: ( lbs. ) V~ :... 2 Va = 2008.598 AllowabJ,,e&; Lateral passivo p~,.~ i~;ains~ foundation: ( Ibs,/sq.fl, pot fOOt ) Static soil pross~: ( Ib,~'.~i.ft. ) Dymm~ ~oil pm~we: ( Ibs~sq:lt. ) PP: = 250 $SP := 2000 I'~P := 2660 .Fo..~m~..dation parnmotc~s: L%'pth of' footing below grado: ( ft. ) I-Iei~h~ orfooe,~: (ft) Width offooti,~: (P,_) lamgth offimfing: ( ft. ) ( Wind dimotioa ) Doplh of wator labl¢ b~low grad,: ( 11. ) Z(D,DWT) :=if(D - DWT'_cO,O,D - DWT) Hoighr of fooling abow grMo: ( ~. ) I-/t :.-, HF - D Total p~ssiv~ pros,suro on footiag: (lb~Jsq. tt. ) Tpp ::PP-HFz-WF 2 D :=5,0 HF WF := 3.0 I,F :=7,0 DWT :.-8.5 Ht =0 Tpp =9375 Weigh~ o£sm~cmre_md foundation: L~i~ wo.i~ht of~: (~s.~-) S~(s) w~: (m~) Po~c w~t: ( lbs. ) F~g w~t: (lbs,) ~y~ ~c~ ofw~: ( lbs. ) N~I w~ight ~a~: ( lb~ ) FTWT- = I-IF-WF.LF. CWT BOUY :. Z(D, DWT)-LF-WF,62.4 CWT := 155 SWT := 350 PW'I' ;= 1850 FTWT -- 16275 BOUY = 0 NETWT = 184.75 }tv,:[ 6~l:gI IH~ 10-23-4)2 Far, or of Snfety: Check F.~ctor of Sef~_: Overtumlng mmnmt about ~elpoint ott'oanaatio~: ( ft. lbs.) Mo :=¥a. HF + Me Resisting mom~t shout thc heel poim: ( It.lbs. ) Mr := (NE'f'WT). (~)~-'rpp.--~ FS: ..... F'S = 2.029 Mo > 1.5 Mo = 3956~.103 Mr OK ~atio soil pm.sam: ( lbs./sq~. ) NETWT gBP :.-.~ $BP = 879.762 LF-~F ·: ..... ~ = !.296 q.:=[ 2'N.E..T.W. T c = 1.296 > < SSP -- 2000 qg = 1862.752 < DSP =2660 OK 2 / 2 Mp = i 1409.356 Sw := 12-~I'IF' 12)2 Sw = 7200 6 Ft := ].6.Jfc. 1.33 Ft ', 116.555 fl = I9.016 < Fi -- ! 16.555 RERAR NOT REQUIRED FOR STI~S$ XVd 00:~I I~ I0/ig/TT BP ShL 6 of 6 For katgt~ of footing: Asl := 0.0009-HF*WF. 144 A~! = 1.944 Rebar siz~: Numb:x := 6 Area = 0.44 =4.4 U~ fiw ( 5 ) 06 R~bar x 6'-0" LO. top and bottom.( T,m( lO ) total requimt.) For width of foot~g: Rcbar ~: Aaw := 0.0009-HI:-LF- 144 Asw = 4.536 Ar~:-. ~' a / 4 ~ = 101267 Ate. a Us~ ~ix ( 6 ) i/~ Keber x l'-O" LG. top ~mi bottom. ( Tw~tv~ ( 12 ) total re, quir~ ) ~__~q..nt~ ofc~ct~: ( ~u. yds. ) Cy:_(LF'WF"..I'~') 27 Cy = 3.859 ~ BP .~0' OAH *-80.3/4" 7 Mod Twitt Pol~ S~ Using existing Unocal qfwin Polo Fooling, Bolt P&lterns, Omterlines ~ad Anchor Bolts Fil~; BPGlblAili~ce021.me~l Design Windload: ( PSF ) WI. := 30.0 Modulo H~igbt: (t~) ModHt := 11.47 Pol~Hci~ht: (ft,) PolcHt:=ll.49 Tuim: ASTM A-S00 C-r. B Fy = 46.0 ksi.; Plate: ASTM A-36 Fy = 36.0 ksi.; Fb = 4o.38 k.~i. ( Compae, t s~do~s ) Yb = 31.60 ksi. Sht, 1 of 6 Si~: Momem: :=(6.88.6.73,WL).f~},12 IDS =57340.892 in. lbs. IDS Mtl = 57340.$92in,lbs. Mtl Mommt per PoI~: M~ :- 2 28670.446 in. lbs, R,,quired ,e~tionModulus: Sx :- M~ ( Comp~ S~on ) 40380 Sx --- 0.71 in.a Tub~: TS 4" x 2" x 0,187 wall - 2.35 ia.~ OK Moun~ Losd l~'r Bolt: (lbs.) T:.- M1 (2-7.375) T = 1943.759 Bolt Dim~-r: ( in. ) D ;-- 0.500 Stress A~- ( .in.2 ) A :- ?'D2 ( Rased on nomin,l Diamet~ per AISC 4-3 ) 4 A --- 0.196 Allowable Tmmiou: ( lbs./ism.2 ) AT :=44000-1.33,A ( Based m ^STM A325 Sl~ifioa~oU$) T Unity Check: UC := AT 1JC = O. 169 < 1.00 AT =11490 OK 900~ XVA O0:~l IH~ 10-23-02 BP $ht. 2 of 6 Itead Sign: 7 Modulo Sign: IDS -- 248532.762 ia.lbs, Mods = 159372.g74ia.lbs. Momenl: Mt2 := IDS + Mods Mt2 ~ 407905.637 i~lbs. MI2 Mom~t per Pole: M2 :- 2 M2 =203952.815 ia.lbs. Required Sex:ti~ Modules: Ix:- M~ ( Compaa ~ ) 403S0 Sx =$.0~1 Tabe: TS 5" x 5" x 0.250 wall - 6.78 OK Mounting Bolts: M~ l.oadpet Bolt: (lbs.) T>"- T-- I382731 (2-7.375) Bolt Diam~r: (ia.) D :=0.75 $~r~ss ,aura: (ia.2) ( Based on noml-~l Diameter p~r AISC 4-3 ) _ wD2 4 Allowable Teltsion: (lbs. fm.~ ) AT ;= 44000.1,33-A ( Baseai on ASTM A325 Sp~cifienlions ) A =0.442 AT =258~3 U~ty Cta~k - UC :- 'r_ uc --0.f~ AT < 1,00 Sumtriati0e of Momc~t at the Baso of Poi ,es,: -[2 po~-~t/~.~2s\ wL] 'Iai-/' /t-TV" IDS = 4400~g.01 ia,lbs. Mods =479674.413 in,lbs. P ~ 38120.s04 ia.lbs. Moment: Miff :;, IDS~- MOdS ~- P MI3 = 956853.227 imlbs. XVA 00:0I IH:l 10/ll/IT 10=23-02 BP Sbt. 3 of 6 Mt3 Mommat per Pole: M.~ :- 2 ~ compa~ s~.tio~ ) SX :- =478426,613 ia. lbs. · % = 'l 1.848 Tube: TS 8# x 6"x0.250 wall - 15.0 in2 OK Che~k ofExbfing An~O,C Bglts: Load per Bolt: (lbs.) T:- M3 (2-12) And~or Bolt Diameter: ( ~. ) D := 1.00 SttesaA~a: (ia.2) A: ( Basad on no.'mai diameter In:r AISC 4-3 ) 4 T = 19934,442 A =0.785 Allowabl~ Tonsion: ( lbs. ) AT := 21500.1.33-A ( Bsc, ml on AASHTO spec. ifioa~n M314 - 90 ) 2\ o / Embedme~t Redtw~iontor Standatd/-Iook: (:lbs.) IlK :',' 10000-A ( Based em I0.,000 lbs.£m.2 equivakac~ ) IX~lOl~'m~nt Ling&.: ( in. ) T- IIK Ld:- U.n-D Ld = 29.252 Existing: (8) l"DianSl'+6'A~horBolts AT = 22458 U= 131.453 HK=7853.982 OK OK Design ofBas~ Plnt~s: Bas~ Pla~e Caloalntion with ASTM A.36 material withom gusse~ Load per Bolt: ( lbs. ) T = 19934.44 Plato Spa'(mca: ( ia. ) PLS := 5-9375 ~inlml]l~ 'l'hioklle1.~.~ ReqnLmd: ( in. ) Thk ::. Ii' T'N~FL5'6 ] 4[ (PLW.31600) J Number of Bolts: Plaa: Width: ( ia. ) Thk = 1.58 1-1/2" flfivkx 16" x 18" bas~ plato with two ( 2 ) !/2" x 8" x 10" C~saets. H.W := lg.0 OTO~] YVA O0:CI II:l,t gO/gg/TT !~23-~2 BP Ovcum-uing Momeat: (fLlbs.) 12 Ma=79737.769 Shear: (lbs.) Va: =(6.88-6.73.WL) ~- (ModHt-6.73. WL)-t 2-Pol '~/-i~?)· WL Va ~= 4257.82 ! A~ks: Latet~ pa.,us-ire prezsore n§a~t tbua~tioa: ( tb~./sq,fL lint ~ool ) soll pr~-~.m~tc: ( lbsgs~lL ) PP := 250 SSP := 2000 D~P := 2660 D IIF := 4.5 WF =?3 LF :- 10.0 DWI' ;=8.5 Hr=0 · fpp= 18984.375 FI'WT :-- []]v,WF.LF.CWT BOUY:: Z(D, DWI')-LF- WF. 62.4 CWT .= 155 SWT ::. 700 PWT: = 3700 FTWT = 52312.5 BOUY =0 NETWT =56712.5 Sbt. 4 of 6 TTOI~ gVd TO:CT Illcl gO/~'~/TT 1~2~02 BP Sbt. 5 of 6 Che~k Factor of Sa~ .ty,: Or. turning moment sbtmt Imcl poiat offoondation: ( fl,ll~. ) Mo := Va-HF ~- Ma Rc,,~[.~ting m~ ~bo'u! 11~¢ ~eel poln!: ( ILibs. ) Factor of Saf.~y: FS :=--- FS = 3.155 Mo --98897.965 Mr = 312039.063 > I.$ OK Che~ ~ bearing pms,qn~: $~ soil pr~ssm'o: ( IbsJ. q~. ) NETWT SBP :'=' .~ LF-WF Dynamic soil pressnm: ( Ibsdsq.fl. ) NEI'~ SBP = 756.167 .242 c = 1,242 ~NF. TW~ < SSP = 2000 OK qa = 1319.538 < DSP =2660 OK Cl~k.tensil~ slr~s of c_oac:t~t~ at pole := {LF/2 qa Ov~-rturning moment at polo: (fl.lbsJfl.) lVlp ~'~-/ .-~.,. Se~tionmod. lus offooting - Per fool ofwkith: (~n.~) Sw :=- 12,(HF'I2)~ 6 Allowablc m~s m com~to: (psi.) fo ;= 3000 Ft := 1.6.~o-1.33 Mp = 16494.224 Sw -- 5832 Ft = I16.555 Tensile. stress in c. ono~.e: ( psi. ) 12 fl :'-' Mp--- fl = 33.939 Sw < Ft = 116.555 RERAR NOT RE~ FOR STRESS X:VcI TO:~! IRA ~O/g~/TT Sbt. 6 of 6 Yar l~gth of foatinfl: Design of t~. peratnrc & slu/nk~e steel: Asl: = 0.0009.1-IF. WF- 144 ~/--"=---~/[Number\2 Rehar sJz~: Number :=? Ar~a :-,.'\ 1~ / 4 Number mquirvd: --~A?!. - 7.274 Area ~ 0.6 U~ eight ( 8 ) ~7'Rcbar x 6'-6' LG. top and bosom. ( Sixtv,~n ( 16 ) total ~quimd. ) For widr~ ol' lbofiug: Rebar ,izo: A~w = 0.0009-HF-LF- 1'4~ A~v ~ :5.832 Numb~ :~ 7 Area =0.6 Aflw Umte~ (10) W/Rcbar x 9'-0" LG. lop ami bottX~u, ( Twmty ( 20 ) total nal~ired- ) Qt~. jit~ ofcoacrc~: ( cu. yd~'. ) Lhd :- (LF-WF.I-IF) 27 Cy=12.5 XVd I0:CI Iit.4 g01~g/II 6'-5 7/8" -/ Projection---- DESIGN WINDLOAD' 50.0 PSF Based on the Basic National Building Code published by BOCA using table Exposure b and 110 mph winds. NOTES Footings an(~ ~nc-ho~ bolts existing ifrom ~moco Goalpost Sign System. Electrical Note' Total ,Amperage: 15.76 amps. (I) 2G-amp. circuit required. One d A tO--223/~-~;2]Releosed 'flor permitting. ReV,l Dote1 / Description , Appr'd IREVIS1ON RECORD 1633 Fiifth Avenue Chicage Heights, Illinois 60411-3797 Telephone: (708) 757-7421 FAX: (708) 758-6629 ,,, ,,, , i ,,,,,,, ,,,,,, ,, ,,, : ,,, Title 25 ft. Twin Pole Support for the 80 5/4" BP 7-module Sign on Existing Footings for the Amoco 20, ft~ Ooolpost Support Sheet:t of 2~Sheet Size: ANSI B (Londscope) ...... /4 29/32"-'- i --i- (4) Dia. , Bolt Holes ~- x 2" x 3/16' W.T. St,eel Tube Top Plate for SM-S1 Head Frame. 2 5/8" Material: 1" thick A36 Steel Plate. Scale: I 1/2" = t'-0" 3 11/16" 3/4"- 10 Holes, $" x 6"' x 5/16" _ W.T. Steel Tube _ Top Plot;e for Upright. ~4"~ Material: I" thick A56 Steel Plate. Scale' I I/2" = 1' 0". Existing Anchor Bolt Detail. - Eight (8) required. Scale' 1" = 1'-0". _ Fh--[~__~?~ ~____z/,--1 1/4" Dia. Steel Rod L6" of Thread 4-8" (4) s/a" Bolt Holes 4" x 2" x 3/16" W.T. Steel Tube- 5" x 5" x t~4" W.T~ Steel Tube-~- Top Plate for 7-Module Frame. __ Material: 1" thick A56 Steel Plote~ Scale: I I/2" = I'--0". 2 15/16"-~4 _~ ~ 2 t5/16" with ,3/8" R. on corners Baseptate Detail - (2) required. Material: 1 1/2" thick A36 Steel Plate. Scale: 1" = 1' 0". il,/16" (4) 1" Dia. Bolt Holes ~ 4" x 2" x 5/16" W.T. Steel Tube-- 5~ x 5" x 1/4"-% Steel Tube~- Foot Plate for 7-Module Frame, Material: 1" thick A56 Steel Plate. Scale: 1 t/2" = 1'-0". /? REVISION RECORD Funk Forging Company 1633 IFifth Avenue Chicago Heights, illinois 6041 t-3797 Teleplhone: (708) 757~7421 FAX: {708) 758-6629 ............. :"'""" ..... ~ ~' ' {he 8o 5/4" Title:25 ft. ]win Fate c, upport for BP 7-module Sign on Existing Footings for the Amoco 2'0 ft. Ooatpost (Plate Details)