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Home My WebLink About2003-Building (sign) e OSHKOSH ON THE WATER Job Address 2059-2087 WITZEL AVE CITY OF OSHKOSH No 104184 BUILDING PERMIT - APPLICATION AND RECORD Owner WITZEL AVE CENTER llC Create Date 09/15/2003 Designer Contractor APPLETON SIGN CO Category 254 - Signs Plan Type 10 Building . Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq.Ft. ~ Sq. Ft. Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 U Projection I Finished/Living Canopies 0 Garage ~ Sq. Ft. Signs 0 Foundation 0 Poured Concrete 0 Floating Slab 0 Concrete Block 0 Post . Pier 0 Treated Wood 0 Other Direct embed pole for Pylon sign Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Strip Mall/ Install one 30' tall pylon with 4'2"x15' and 6'2"x15' ilium sign cabinets. Install one 6'x8'2" illuminated Monument Style sign, install 3 non-illum/ non-signage awnings over entrances of the restaurant 2-40'l, 1-16'l. All 4' tall and 2' pr jection. Use/Nature of Work HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $31,000.00 Plan Approval $0.00 Permit Fee Paid $128.00 Park Dedication $0.00 Issued By: Date 09/15/2003 Final/O.P. 00/00/0000 U Permit Voided I In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Address 2400 HOllY RD Agent/Owner NEENAH WI 54956 - 0000 Telephone Number 734-1601 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. CD .¡. ~ I ~ .1 ~ T .1 ~ N .' 2400 HOLLY RD NEENAH WI 54956 1 -800-79 1 -3344 920-734-1622 FAX JOB NAME JOB NUMBER DRAWN BY DATE: HRS: 5'.10' I r ,4 ¡J. :3° (J' I L [QJ --- ----6'd12 WALLSTEEL PIPE '----1-l/2'STEELMATCH PLATE OS' r6'd15 WALL STEEL PIPE /"sTEELBASEPLATE r""'" EXCAVATED BASE Witzel Center :B,G, 9-8-03 1,0 WP VIEW BASE --, --~ 9/8/2003 1:50 PM LA TERAL BEARING PIER AND CAISSON FOOTINGS Project: Name Descript: DESCRIPTION Rei: Uniform Building Code 1994 (Sec. 1806.7) # Footings= Pass lat soil res, q= 1 200 psi MomenVFooting, M= 152,556 Ib-ft Composite Centroid, h= 23.00 It Equiv Concentrated Load, P= M/h= 6,633 Ib Rectangular Pier -~ Width, W= 5.0 ft, parallel to sign lace Length, L= 8.0 ft, perpendicular to sign lace Depth, D= (N2)(1+ SQR(1 + (4.36h)/A))= 7,3 ft S1= (2)(q)(D/3)= b= Sqrt(W^2 + L ^2)= A=(2.34)(P)/(S1)(b)= 990 9.4 1.7 psi ft Round Caisson Diameter, b= 4.00 It, round augered hole Depth, D= (N2)(1+ SQR(1 + (4.36h)/A))= 10.10 It S1= (q)(2)(D/3)= 1,338 psi A= (2.34 P)/(S1)(b)= 2.90 Foundation Bearing Check Allowable Bearing Pressure= Square Sign Wt= Ib Base Wt= 44,042 Ib Area= 40.0 sq ft qmax= 1,101 psl,soil OK, with depth increase 1,330 psi, 1994 UBC table 18-1-A, at grade Round Sign Wt= ib Base Wt= 19,036 Ib Area= 12.6 sq ft qmax= 1,515 psl,soil OK, with depth increase Concrete Volume Outside Width 01 Coiumn= 16 in Depth 01 Column in Footing= 0 ft Volume 01 Concrete per Footing= 4.7 cubic yards (+-) Total Order Volume of Concrete= 4.7 cubic yards (+-) 9/812003 1:51 PM BASE PLA TE AND ANCHOR BOL TS Project: Name Descript: DESCRIPTION Rei: AISC Steel Design Guide Series 1 (1990), Column Base Plates # of Base Plates= Maximum Column Dimension, OD= Number of Bolts, n= Compressive Strength 01 Concrete, fc= Moment I Base Plate, M= Bolt Line Spacing, L= Base Plate Dimensions: Tension per Bolt Line, T= Maximum Moment on the Plate, Mpl= Plate Thickness wlo Gussets, t= Plate Design 1 16.00 in, perpendicular to sign lace 6 per line Iront and back 2,500 psi at 28 days 152,556 Ib-II 20.00 in, Irom Iront to back N= 30.00 in B= 30.00 in 91,534 Ib, = MIL (simple moment couple) 183,067 Ib-in, = (T)((L-OD)/2) 1.13 in, = Sqrt((6M)i(0.75Fy(4/3) Bell)) Anchor Bolt Design (using A36 threaded rod with embeded end nut) Tension per Anchor, Ta= 15,256 Req. Gross Area 01 Anchor Bolts, Ag= 0.60 Min. Diameter of Anchor Bolts, D= 0.87 Actual Bolt Diameter to be Used= 1 .000 Req Proj Concrete Surface Area, Ap= Req Embeded Bolt Length, L= Min. Spacing to Edge 01 Concrete= Min. Spacing Between Bolts in a Line,s= Actual Spacing Between Bolts in a Line, s= # 01 Overlaps= Revised Ap Based on Overlap= Actual Shear Capacity 01 Concrete Cone= 132 20.00 20.00 40.00 0.00 2 100.00 13,300 ib, = Tin sq in, = Ta\0.33Fu (1/3 inc) in in sq in, = Ta/(2 sqrt(fc)) (1/3 inc) in, = sqrt(Ap/3.14), min 20D in in, = 2L in in^2 ib (1/3 inc) NG Shear stress per bolt, fv= 704 psi, = Va/Ab Allowed Tension Stress with Shear, Ft= 25,456 psi, = 0.43Fu - 1.8fv, max 0.33Fu (1/3 inc) Actual Tension Stress per Bolt, 11= 19,424 psi, = Ta/Ab OK Weld Design (check connection of base column to plate, pipe and square tube only) Shape 01 Column= S (R=round, S=square) Fillet Weld Leg Size, a= in Section Modulus 01 Weid, Sw= 0.00 In3, = 1.34(b^2)(a) Actual Weid Stress, fw= #DIV/O! psi, = M/Sw #DIV/O! 9/8/2003 1:50 PM STEEL COLUMN DESIGN Project: Name Descript: DESCRIPTION Rei: Manual of Steel Construction, AISC 9th Edition Description 1) 2) 3) 4) 5) 6) 7) 8) Areas Subject to Wind Forces Height Width Area (fl (fl) (sqfl) 12.00 16.00 192.00 Centroid fl) 23.0 Wind (pst) 34.5 Calculation of Design Forces at Critical Heights y (It) M (#') @ grade 152,556 V(#) 6,633 y (II) M(#') V(#) Column Support Design Table #of Column Column Length Start End Sleeve Sact fb Cois Type Size Elev Elev Depth (P, TS) (fl) (fl) (fl) (in) (in^3) (ksi) P 16"(.375) N/A 70.30 26.0 FALSE FALSE #DIV/O! FALSE FALSE #DIV/O! FALSE FALSE #DIViO! FALSE FALSE #D!V/O! FALSE FALSE #DIV/O! Allowable Bending Stresses Column Column Criteria Stress increase lactor= 1.33 Type Size P 16"(.375) dlt <3300iFy so... Fb= 0.66Fy= 30.7 ksi FALSE help #N/A so... Fb= #NiA #N/A ksi FALSE heip #N/A so... Fb= #N/A #NiA ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #NiA so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi c:;~ Ilr~3Ô' ~\ ) ~ WITZEL AVENUE --.- --- -~- --- -- --- -- 00°0°0000 §"""" O.;...O@@@O...;'O ~......", \. 0 i '00°... O@@@@@@: ~/~OQ { 0 i -">w<' . ..0. . A@Ae.O..."""<' 00" 0 "'0° ~ """', , 0' ~ ......,l .,..... / 0 ~ '>'-,{: ~,JM'" \~,) ~ ';- ;¡, '" )TAL BUILDING AREA ~~,000 SQ. FT. ¡¡, +- -+ 9'-0'8'-0" 144'-0" " 18 ST LLS 9 0 '<t 18 ST LLS -"'H:C.-SÏGNtpOST-PER .....n--" _n." C WI..D.Q.:r. JW.MINIS:rRA T.lYE RULE TRANS. 200.07 (TYP.) (2) VAN ACCESSIBLE STALLS REQUIRED ACCESSIBLE CURB"CUT~ . SEE DET. 4/A6.4, TYPICAL ,...,. .. -+ ~ ~ .c:.<?~R~.,,~u 11 1122,800 S.F. FOR TENANT SPACE TOTAL: 10,200 S.F. SIDE VIEW FABRICATE AND INSTALL ONE(1) DlF INTERNALLY ILLUMINATED MONUMENT CABINET FABRICATED ALUMINUM COLOR PAINT PMS 497u TO MATCH BRICI< FACE WHITE LEXAN GRAPHICS 1 st SURFACE TRANSLUCENT VINYL COLORS 3M 230-49 BURGUNDY LIGHTING FLUORESCENT LAMPING DECORTV BTTM FABRICATED ALUMINUM COLOR PAINT PMS 497u wI 220.69 DURANODIC STRIPING H~ ~~~ 0 ~ ~U ~ § " 15'°;;; '" &,2 :¡: ¡;¡ Iii 2>J:i§ ¡;-'d::' ô.if " J", Q~' ~~~ Thðill &~'" BJ'!'" "'~ § :::j ill ~ fH "ì§>- ¡~: >- H~ 1:0 h~ ~ r~; ~ ., ~h 6.,f: ~jQ'¡¡ c. CC ~]:it[ < = CIC: ~....- Zæ;: w.b - t.)CI)-t5 .....-0 W~:E N ,::= V) 1-;:0 3: (I) (I) CI) I- "C "C < ... c .!: t.) (") ¡ í ~ í 0 ! '<- -- - 0 CO N N ~ -- CO .. CI) (I) I- c:n > ::I CC CI) Q a.. CIC: = (f C Q) '<- '<- ~I 2:] CO (J) f'-, - (") ~ Q) (; <7> 1 ~ '"0 ;... (")1.. 0 CI) 0 II -- .~ ~ Q ~ 0 cc 2 ;::!:'. ~... .. c:n NCI- C.. ~ ~ '3: ' CI) ö; e .!:' E .~ rä !' j! 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