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Home My WebLink About0120252-Building (awning) e OSHKOSH ON THE WATER Job Address 175 W FERNAU AVE CITY OF OSHKOSH No 120252 BUILDING PERMIT - APPLICATION AND RECORD Owner B & P ORDER OF ELKS INC Create Date 06/26/2006 Contractor OSHKOSH TENT & AWNING CO INC Designer Category 255 - Awnings/Canopies Plan Type . Building o Sign o Canopy o Fence o Raze Class of Const: Size Rooms Height Ft. D Projection I Bedrooms Stories Canopies Baths Signs Zoning Unfinished/Basement Sq.Ft. Sq.Ft. Finished/Living Garage Sq.Ft. Foundation o Poured Concrete 0 Floating Slab o Pier . Other o Concrete Block o Post o Treated Wood Occupancy Permit Not Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature Assembly Hall / Install a 6.5'x18' awning at entrance to South Assembly Hall. of Work Plumbing Contractor HV AC Contractor Electric Contractor F..., va,uab Issued By: $1,863.00 Plan Approval $0.00 Permit Fee Paid $26.00 Park Dedication $0.00 Date 06/26/2006 Final/O.P. 00/00/0000 D Permit Voided I Parcelld # 1519602400 In the performance of this work I agree to perform all work pursuant to rules goveming 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 appli . n within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secu e a ne ssary approv start' uch activity. Signature Date &c).h~tJt Address 110 E FERNAU AVE OSHKOSH WI 54901 - 0000 Telephone Number 235-3170 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. /' ~sh Tent & Awning Co., Inc. J?1i~U Ave . Oshkosh, WI 54901 .~i -9341 ,,-35-3170 ;tb-235-7100 fax / \.al'-''-' · Sold To: ELKS CLUB A TIN: JACK TRUYMAN 175 W.FERMAU AVE OSHKOSH, WI 54901 Ship To: ELKS CLUB 175 W FERNAU AVE OSHKOSH, WI 54901 · . ,. 235-1550 Quote Date: 02107106 Lead Time: 3-4 weeks Description Ship: INSTALL Qty 1 6' 6" W X 24" H X 18' PROJECT10N ALUMINUM STAPLE FRAME CANOPY COMPLETE VALANCE: 6" RIGID FOR TOTAL HEIGHT OF 30" STYLE: DOME MATCH EXISTING STYLE USE STAPLE FRAME FABRIC: SUNBRELLA COLOR: TOAST # 4628 BINDING: NONE PVC TRIM: BEIGE #06 2" ALUMINUM LEGS WITH FLUSH MOUNT BRACKET AT CONCRETE LEGS 8' OIC FROM BUILDING CANTILEVER THE TOP HOLD LEGS OVER SIDEWALK TO MOUNT LEGS OPEN UNDERCARRIAGE LIKE EXISTING FRAME Afo NO GRAPHICS INSTALLATION . . ~ #" 9- 47Z V . Gj-:3.?~ ~\ ~ 19 . l) V QUOTE VALID FOR 60 DAYS .?, Please sign quote and return it with a 50% Deposit to place your order All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the quote. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are 1.'It. fully covered by Worker's Compensation Insurance. Please sign below in acceptance of this quote. To enable work to be started please send down payment with signed quote. ~~Q~ z.... (tr-o(p $2,880.00 $75.00 $370.00 Sub Total 5. % T AX - .\ \ ?::i.o 0~ Unit Price $2,880.00 $300.00 $370.00 1!,. Total $3,550.00 $177.50 $3,727.50 ~-/.- c"C- Date HALBERG ENGINEERING 15621 Railtoad Street Hayward, WI 54843 aaton@halbetgengineering.com Ph: 715-934-2355 Fax: 715-934-2111 Cell: 715-296-9256 May 31 st, 2006 Structural Design Report and Calculations Conunercial Canopy structure for: Oshkosh Tent & Awning Incorporated Contents: 1. Structural Design Information 2. Snow Design Load Informacion 3. Wind Design Load Information 4. Graphical Summary of !\ luminum Modeled in Visual ^ nalysis software 5. Design calculations of 1"x1"x1/8" tubing (modeled conservatively as 1"x1"xO.083") 6. Design calculations of2"x2"x1/8" tubing (modeled conser~ratively as 2"x2"xO.120") Page: 2 3 4- 5 6-9 1 0-11 . Total = 11 pages Based on data provided by dle client, d1e 6063- T5 aluminum shapes were modeled for allowable stress limits of 11ksi (11,000 psi) for compression & tension and 22ksi (22,000 psi) for bending. Signed and Sealed this 31 st day of May, 2006 Aaron J. Halberg, P .E. Cc: Halberg File 2006-504 Oshkosh Tent & Awning Inc. jJLL/IfJULE c--H U~Ct/ Cl1tUOjJ/ " t-- OJ;/' ft/V./ 1-- )4i(.Jf//)~ I FA.>cED JUN 1 <1 2006 By_ -- Page 1 6NGIN,EERING Structural Design Information and Design Loads ' Required on Construction Documents according to Section 1603 of the International Building Code: Pro' ect Number: 2006-504 Pro'ect Name: Oshkosh Tent Date: Tuesda , Ma 30, 2006 Munici ali City of Oshkosh Winnebago, WI Roof Snow Load: Ground Snow Load (P;) = Snow Exposure Factor (CJ = Snow Loa(l Importance Factor (Is) = Thermal Factor (CJ = Flat Roof Snow Load (Pr) = 0.7 x Ce x Is X Ct x Pg Sloped Roof Factor (Cs) = Balanced Roof Snow Load (P s) = Cs x P r Unbalanced Roof Snow Load = 35 psf 1.0 1.0 1.2 29 psf 1.00 29 psf Not Required Wind Load: Basic Wind Speed (3-sec gust) 90 mph Wind importance factor (Iw) 1.00 Wind Exposure C Building Enclosure Type Open Internal Pressure Coefficient i: 0 Design Pressure for Components & Cladding +15, -16.5 psf (for portions of structure not specified by Design Professional) Seismic Information: Seismic Importance Factor (Ce) = Site Class - D Spectral coefficients: 1 Seismic Design Category - B S_ds = 0.128 S_d1 = 0.088 Concrete Requirements: C,ompressive Strength . .. 3000 psi minimum at 28 days Page 2 ENGINEERING Building Design Snow Loads Snow Load Code Used: ASeE 7-02 Project Information Project Number: Project Description: Location Form completed by: Aaron J. Halbere, P.E. Date: I May 30, 2006 2006-504 Oshkosh Tent City of Oshkosh, County of Win neb ago, WI Aaron J. Halberg, P.E. Roof Snow Loads to be used in Load Combinations for T mss and Buildin Balanced Snow Load (P s) psf Is the Unbalanced Snow Load Analysis required for this project? No Unbalanced Snow Load Analysis Not Windward Roof Not psf II Required due to 0 < 150 Leeward Roof Req'd psf I Top Chord / Bottom Chord Project Information to determine snow loads listed above: Dead Loads: Building Size and Description Tmss Style and Description Roof Pitch (inches per foot) Roof Surface Ground Snow Load, P g Snow Load Importance Factor, Is Snow Exposure Factor, Ce Thermal Condition Factor, Ct Flat Roof Snow Load, P f Roof Slope Factor, Cs (for balanced only) Overhang - Sidewalls Overhang - Endwalls Half Roof Width (Ridge to Eave), W: Building Length, L: Snow Density, y 3/1 Ipsf Awning 6'-6" wide x 8' o/c support legs with rafters at 24" a/c. Arched rafters with 24" rise over 6'.6" span made of 1 "xl "xl/8" aluminum 6063-T5 0 '" ...'0 ;:;,'0 Slippery rt> ,.., >-<,g C 35 S ~ 8. ~ n 8 ~ 1.0 _1 0 <: 0 0. rt> ~ rt> ,.., 1.0 '" ~ ,,"",,0 co o 0 1.2 0.0 0 '"" 29.4 psf 1. 000 0 ft 2 ft 3.3 ft 18.0 ft 18.6 pef Do you need to calculate a snow drift for this project?INo . /_. Page 3 ENGINEERING Building Design Wind Loads Based upon ASCE 7-02, Analytical Approach (Method 2) for Low-rise buildings per Section 6.5 Least Horizontal Dimension: Eave Height: Edge Strip Width: End Zone Width: ~ft []}QJft 3.00 ft 6.00 ft Project #: 2006-504 Name: Oshkosh Tent Description (opt.): Date: Tuesday, May 30, 2006 Velocity Pressure (Low Profile uses qh throughout) - Low-rise, rigid building assumptions Exposure (B / C) = C Velocity V = 90 mph I<z = 0.85 Mean roof height (h) = 8.50 ft qh = 15.0 psf Wind Importance (Iw) = 1 Building Slope = 0 /12 Sidewall Column Spacing = 2 ft Any Overhang? No External Pressure Coefficients by Zone 1 2 3 4 5 6 lE 2E 3E 4E GCpf 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 qh · GCpf (psf) 6.0 -10.3 -5.5 -4.3 -6.7 -6.7 9.1 -16.0 -7.9 -6.4 External Frame load (plf) 12.0 -20.6 -11.1 -8.7 -13.5 -13.5 18.3 -32.0 -15.9 -12.9 qh · (GCpf + GCpU(psf) 6.0 -10.3 -5.5 -4.3 -6.7 -6.7 9.1 -16.0 -7.9 -6.4 Comb. Frame load (plf) 12.0 -20.6 -11.1 -8.7 -13.5 -13.5 18.3 -32.0 -15.9 -12.9 Internal Pressure Coefficient: IBuilding Enclosure lopen . GCpi (::t) . o qh GCpi (::t) Per Post frame (::t) 0.0 psf 0.0 plf Overhan nderneath Windward Eave): Cp 0 G assumed) 0.85 d CI ddin Force qhCpG Per ost-frame 0.0 psf 0.0 If C omponents an a 19: Zone (Fig 1609.6.2) 1 2 3 4 5 Overhang Factors for Components and Claddin!2 +GCp 0.5 0.5 0.5 1 1 -2.2 -GC -0.9 -2.1 -2.1 -1.1 -1.4 -3.7 '. p Q€sign Pressure Values for Components and Cladding qh(GCp + (+GCpU) 7.5 . 7.5 7.5 15.0 15.0 -32.9 qh(-GCp + (-GCpU) -13.5 -31.4 -31.4 -16.5 -20.9 -55.4 psf psf Page 4 ? oj-t>PJ vJ / /','~ ,,/.1 \~ ~J1 ,.; y~ I r; ~oM II I. goZ. i. I... I ~J \ I (:) l;i I , ~j' j ; I. 'I 1. I I I' I ! 1.1 I. ) ! /1' I Cf ~.J ~! I 1/ i U if ;. . , /.', ., \ -I. l // i >/1 1 '.1/ kl ''-.; , t-- (/tJ / J I o( fA ri~ I! z-.. LJ - ~ /8 X 3 "rJ G .0 jC'J S. \;. i"'\ /;) // 1"xl"xO.083" 6063-T5 Aluminum tubing frames at 24" on center tJ~EJ) FE\< Lj ,4J0C~ORS fLATE 6 ft. 6 in. P-l(' 1-' ~ ''''' \ J J+trL B ("R ~ If 3h f$oL J TH~D\J6 !f L E 6. 'r f' f:itf~\ ~ W IT~ vU fIr$/JelS> 2" x 2" X 0.120" tubing modeled at 8' spacing for snow and wind loads. ~ L- Maximum Reactions for support legs are 313 lbs uplift (shown), 40 Ibs shear (shown), and 863 Ibs of down force (from dead + snow, not shown) ~ t-g :? ,0 ~.). 28.5 Ksi to. tn "vli';;-; 11':.1... . "<ifOu:.. ;' I' J. 21,0 Ksi ~;:} ;:: !;"-! ; t" }j 13,4 Ksi t~;' ~ ,/ 5.33 Ksi L Y , -',;" L "t...-::: '.'J ~ } .,. t l - US Ksi .' ! ),-, x ;;.