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Home My WebLink About0102284-Building (sign)OSHKOSH ON THE WATER .lob Address 300 S KOELLER ST Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner LANDMARK LIMITED PARTNERSHIP III Contractor APPLETON SIGN CO Category 254 - Signs No 0102284 Create Date 06/19/2003 Plan Type Building (~ Sign (~ Canopy (~ Fence ~ Raze Zoning Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Poured Concrete Concrete Block Not Required 0 Sq. Ft. 0 Sq. Ft. 0 Sq. Ft. (~ Floating Slab (~ Post Class of Const: Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 (~ Pier (~ Other (~ Treated Wood Flood Plain Height Permit # Dwelling Units 0 # Structures Size ~ Projection I Canopies 0 Signs 0 Use/Nature Mall/Add a 6x20 illuminated sign panel to existing pylon sign (for four tenant spaces.) of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $8,390.00 Plan Approval $0.00 Permit Fee Paid $60.00 Park Dedication $0.00 Date 06/19/2003 Final/O.P. 00/00/0000 Permit Voided In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner NEENAH Address 2400 HOLLY RD WI 54956 - 0000 Telephone Number 734-1601 2400 Holly Road Neenah, WI 54956-1012 TEL 920-734-1 $01 FAX 920-734-1622 www. appletonsign.com June 16, 2003 Mr. Allya Daunhoif Ci~ of Oshkosh Division of Inepection Services 215 Church Avenue P.O. Box 1130 Oshkosh WI 54902-1130 I know it's been sometime, but I believe we have finally gathered all of the information you were requesting in your letter dated April'23 the additional tenant cabinet we would like to install on the existing Sears sign structure. They ere as follows: ' Item #1: Distance from the west property is approx. 35'+ and approx. 100' + from the north property line. Item #2: To determine the information requested, we did an on site survey. We looked at how the poles are connected end we looked at the existing foundation. The poles ere sleeved at each section, they slide into the next size pole approx. 2'. They have a circular bracket at the top of the sleeve and approx. 1'-6" down into the sleeved areas. At the "circular bracket" ereas they are tac welded together, this is very common in the induslxy. This is a two stage pole, so there is one sleeve per pole, but two circuler brackets per pole that ere tac welded.. As fer es the foundation, this is determined with a series of penetrations into the ground determining the length, width end depth of the existing foundation. The dimensions per pole ere: 7' in width x 9' in length x 10'-6" deep. Based on our engineering calculations, this is a sufficient base to handle the wind load required for this sign. If we were to build this sign new, our engineering calls for a 6' wide x 8' long x 10'-3" deep concrete cube per pole. This is based en the total square footage of the sign faces, height and weight. The existing foundation is sufficient for tiffs sign as well as the additional tenant cabinet. Item 0-3: See aaYmched drawing Item g4: We calculated the size of pole that would be needed If we were building this sign new. A 26" diameter pole was called out for the lower or main pole for the sign. The existing pole is 29" in diameter, therefore more than enough to support the sign (obviously, it has been supporting it for some time). The thickness is determined by the diameter of the pole, which is 3/8" thickness. Again, sufficient for this sign. The upper pole diameter is 24", which is a standard diameter to sleeve into the 29" diameter pole below. I~m#5: Same es above: whichis.~Regerdingtbef~undati~n~thisisdetenniuedwithasuries~fponetratiensint~thegr~unddaterminingthe length, width end depth of the existing foundation. The dimensiuns per pole ere 7' in width x 9' in length x 10'-6" deep. Based on our engineering calculations, that is a sufticiunt base to handle the wind load required for this sign. If we were to build this sign new, oar engineering calls for a 6' wide x 8' long x 10'-3" deep concrete cube por pole. This is based un the total square footage of the sign faces, height end weight. The existing foundation is sufficient for tiffs sign as well as the additional tenant cabinet we are requesting. Item g6: I believe I enswered this above. The value of the additional tenant panels is $8,390.00 Once you have review the above, if you have eny questions, please de not hesitate to call me. I hope this information will be suflieient so we can move ahead. We ere confident the existing structure will support the additional sign cabinet. We look forward to receiving the penult from you so we can proceed accordingly. Thank you in advance for all your help in this matter Allyn we de appreciate it. I know my client is looking forward to hopefully proceeding soon. Sales Consult~C/ Appleton Sign Company WITZELAVE. t775 DISCLAIMER 100 0 100 200 300 Feet OSHKOSH City of Oshkosh Community Development N 04-15-2003 Scale: 1" = 200' Source: Cily of Oshkosh GIS LATERAL BEARING PIER AND CAISSON FOOTINGS Project: LANDMARK PLAZA Descript: ADD 6X20 TO DF PYLON Ref: Uniform Building Code ~994 (Sec. ~806.7) 4/2112003 11:04 AM # Footings= 2 MomentJFooting, M= 459,227 Pass lat soil res, q= 200 psf Composite Centroid, h= 34.00 Equiv Concentrated Load, P= M/h= 13,507 ,~.~.,,, ~v- 0 fi parallel to sign face ~eng~h E=~.--8~ ~ft perpendicular to sign face e~t,~[::~= (A72)(1 SQR(1 (4.36h)/A))= 10.3 S1= (2)(q)(D/3)= 1,385 psf b= Sqrt(W^2 + L^2)= 10.0 fi A= (2.34)(P) / (S1)(b)= 2.2 lb-fi ft lb Round Caisson Diameter, b= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= fi, round augered hole fi S1= (q)(2)(D/3)= psf A= (2.34 P)/(Sl)(b)= Foundation Bearing Check Allowable Bearing Pressure= Square Sign Wt= lb BaseWt= 74,223 lb Area= 48.0 sq fi q max= 1,546 psf, soil OK, with depth increase 1,330 psf, 1994 UBC table 18-1-A, at grade Round Sign Wt= lb Base Wt= 0 lb Area= 0.0 sq ft q max= #DIV/0! psf, soil #DIV/0! Concrete Volume Volume of Concrete per Footing= 18.3 cubic yards (+-) Total Order Volume of Concrete= 36.7 cubic yards (+-) NO: d01475 Page: I of 1 Scale: 3t32"= 1'-0' Date: 4/2/03 Representative: Kelli Steffens Designer: MD Hours: ~lt Clienl ~ Address LANDMARK PLAZA Oshkosh, WI FABRICATE AND INSTALL O NE(l) DIF INTERN ALLY ILLUMINATEO CABINET fl EXISTING PYLON FABRICATED ALUMINUr~ - 6'H x 20'W~ WRITE FLEX 2" - 1St SURFACE 0PADUE VINYL SM 220-12 B~CK ] BETWEEN EXISTING pULES AS SHOWN' Approved