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HomeMy WebLinkAboutWA-16-12Zack Wallace From: Zack Wallace Sent: Wednesday, August 31, 2016 8:35 AM To: Haibach, Nicole Subject: RE: Board of Adjustment hearing - August 25 Good morning, I will withdraw your case for the Triad property (7885 W. 48th Avenue). There is no need to submit any additional paperwork or signatures, I will simply attach this email chain to the case file when I close everything out. Thanks, Zack Wallace Planning Technician Phone: 303-235-2849 www.ci.wheatridge.co.us City of WheatRi m Comma ITy DEVELOPMENT From: Haibach, Nicole[mailto:nicole.haibachCaaoutfrontmedia.com] Sent: Tuesday, August 30, 2016 7:36 PM To: Zack Wallace Subject: Re: Board of Adjustment hearing - August 25 Good evening, Zack. Thank you for double checking. We would like to withdraw our variance application for the Triad property. Please let me know if there is anything else you need from me. (To sign a form to withdraw, etc.) Sincerely, Nicole Sent from my iPhone On Aug 30, 2016, at 5:28 PM, Zack Wallace<zwaIla ceCcpci.wheat ridge.co.us> wrote: Hi Nicole, I was wondering if you had any updates regarding the variance request submitted for the billboard at 7881 W. 48th Avenue (Triad Real Estate property). After the Board of Adjustment hearing last Thursday you said you may withdraw the application. If you would still like to move the case forward to the September Board of Adjustment hearing I will need to prepare the publication by this Friday, September 2. Thanks, Zack Wallace Planning Technician Phone: 303-235-2849 www.ci.wheatridae.co.us <image001.png> I From: Haibach, Nicole [maiIto: nicole. haibach(ftutfrontmedia.com) Sent: Monday, August 22, 2016 8:12 AM To: Zack Wallace Subject: RE: Board of Adjustment hearing - August 25 Thank you, Zack. I appreciate this information and look forward to Thursday. Sincerely, Nicole Haibach • Real Estate Manager Direct 303-316-5809 • Office 303-316.5800 • Fax 303-322-6520 4647 Leyden Street • Denver • CO • 80216 OUTFRONT Media <image002.png> From: Zack Wallace [mailto:zwaIlace@ci.wheatridse.co.us] Sent: Friday, August 19, 2016 4:51 PM To: Haibach, Nicole <nicole.haibachPoutfrontmedia.com> Subject: Board of Adjustment hearing - August 25 Hi Nicole, The Board of Adjustment agenda packet, with the staff report for your 8105 W. 48`h Ave. case, is available online. Heads up, Staff is recommending denial of the variance request. The Board of Adjustment meeting is a public hearing, so you will have an opportunity to make your case to the Board and answer any questions they may have. There will also be testimony from any members of the public who wish to speak on this request. If the Board does approve your variance, please note that the billboard is located in the floodplain, and you will need to obtain a floodplain permit in order to construct. We can follow up more on that process and information if the variance is approved next Thursday. Thanks, Zack Wallace Planning Technician Phone: 303-235-2849 www.ci.wheatridse.co.us <image001. png> --- f v r-� 7f --".p r7" !-4w!l 51- 1 CBS OUTDOOR SITE PLAN 7881 WEST 48TH AVENUE PART OF THE SW 1/4 OF SECTION 14, T. 3 S., R. 69 W., 6TH P.M. CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I ' 9T I �5lyvrw I I I I I RECEPION NO 94068782 PARCEL B I ob I; Rla r IN al§ I I I I/ i I / / / I / I /Na i t I/ I / / / q SOUTHWEST CORNER OF THE SE 1/4 OF THE SW 1/4 OF SECTION 14 INTERSTATE 70 # 7881 RECEPION NO. 94068782 PARCEL A TIMBERLINE MAPPING & SURVEYING LLC urrla<iou'. Lr0o1in1'ulno°r'xlel wFror aim � o uno :vavrrinc I vl-wx LEGEND 0 O FENCE LINE D LIGHT POLE CONCRETE �ASPHALT GRAPHIC SCALE ( IN FMT ) 1 Inch . 20 M EXISTING SIGN POST LEGAL DESCRIPTION PER RECEPION NO. 94068782 PARCEL A A TRACT OF LAND IN THE SE IM OF THE SW iM OF SEC 1M 14, TOWNSHIP 3 SOUTH RANGE 0 WEST OF THE STH P.M.. DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF THE SE 114 OF THE SW 114 OF SAID SECTION 14; THENCE NORTH 00'1090 EAST ALONG THE WEST LINE OF THE SE 114 OF SAID SW 114 A DISTANCE OF 218.01 FEET; THENCE NORTH 75'4868' EAST, A DISTANCE OF 216.39 FEET TO A POINT ON Tiff SOUTHERLY RIGHT OF WAY LINE OF INTERSTATE -SEVENTY AND 0 2.60 FEET EAST OF THE WEST UNE OF SAID SE 1/4 OF THE SW IM, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 82-35W EAST ALONG THE SOUTHERLY RIGHT OF WAY Luff OF SAID INTERSTATE -SEVENTY, A DISTANCE OF 83.25 FEET TO THE SOUTH RIGHT OF WAY LINE OF A PREVIOUSLY DEDICATED STREET AS DESCRIBED IN BOOK 587 AT PAGE 481; THENCE SOUTH 89'58'00 EAST ALONG SND SOUTH MG,.,,OF WAY OF PREVIOUSLY DEDICATED STREET. A DISTANCE OF 22010 FEET TO THE NOTHWESTERLY RIGHT OF WAY UNE OF WEST 48TH AVENUE; THENCE SOUTH 5r3rW WEST KONG THE NOUTHWESTERLY RIGHT OF WAY LINE OF SAID WEST 48TH AVENUE, A DISTANCE OF 319.52 FEET TO A PONT OF CURVATURE; THENCE WESTERLY ALONG THE NORTHWESTERLY RIGHT OF WAY UNE OF SAID WEST 48TH AVENUE AND KONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRA. ANGLE OF 051411', A RADIUS OF 393.98 FEET. AN ARC LENGTH OF 30.05 FEET. WHOSE CHORD BEARS SOUTH 55.14' W WEST. A DISTANCE OF 38.03 FEET TO A POINT THAT IS 209.80 FEET EAST OF THE WEST UNE OF SAID SE 1M OF THE SW 114; THENCE NORTH 00'1000 EAST 209.80 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF SND SE 1/4 OF THE SW 114. A DISTANCE OF 218.48 FEET TO THE TRUE POM OF BEGINNING. CBS OUTDOOR SITE PLAN 7881 WEST 48TH AVENUE MS MB DATE: 07-01-13 SHEET 1 OF 1 RECISED 7-26-13 RECISED 8-21-13 13049 O p., Q xo z o U Qw�o W C w V J W W �W O�CXDy O O v U O F W z �x Q 0U D O �¢ f) � � mZZ0 0 U E E- a U MI Z g a W 0 mLLJ , Z �w CO \ \ 5 d N O a0 Ex 4 O t` co n 1 It � 1 \ U o 1 \ � MI , m \ \ \ 5 4 1 � � 1 \ 1 \ � ------------- ------ ------------- -- for an even longer period of time. By raising it to 50', we will eliminate the both of these visibility problems. E. The irregularly shaped property and disparity in height from the grade of the road were two hardships created by CDOT when they annexed land for and constructed 1-70. CDOT has no interest in this property. F. There is already an existing sign on the property, so raising it would remain consistent with the current nature of the neighborhood. It is in an industrial area, with no close residential zoning, and the sign will be located fully on the property, so it will not increase street congestion. Whenever we build a sign, we use engineers to ensure we are constructing the most safe, secure structure possible. A taller, more visible sign will actually increase the property's value, not diminish it. G. The entire area bordered between 1-70 and W. 48th Ave is lower than the grade of the interstate. The sound wall runs along this same stretch of land, creating the need for taller signs than in other, flatter areas. The area is fairly narrow as well, and only gets narrower as you move further east on W. 48th Ave. The property our sign is located on is the furthest east parcel, making it the thinnest. H. There are currently no elements of our structure that would inhibit a person with disabilities' access to the property, and the rebuilt structure will maintain these same standards. I. According to the Architectural and Site Design Manual, the property on which our sign sits falls under the Suburban Overlay designation. Thusly, there are no additional setback requirements than those in the Municipal Code, and a variance may be requested. As we are not building a building, we referred to the signage requirements of the manual. In section 5.2, it states that pole signs are discouraged unless the sign is highway oriented, which ours is. Section 5.3 addresses the lighting of the signs. Our lights shine only on the sign, and are turned off at night, minimizing light pollution. Responses to Variance Criteria 7881 W. 481h Avenue, Wheat Ridge, CO 80033 7/14/2016 A. As our current board sits on the property, it is almost invisible to eastbound traffic on I- 70, its primary audience. Our entire business is driven by visibility, and a hidden board does not inform the drivers or appeal to businesses or organizations that are trying to communicate with those driving by. We are requesting a variance to the height requirement regulation. If the variance is not approved, this board will stay hidden and there will be no opportunity to reach those driving by. B. The area in question is currently zoned industrially, and has been for at least 40 years. There is no residential zoning in the vicinity, so the sign is not an eyesore for people living in the neighborhood. There are other large signs in the area, both on and off premise, so altering our sign would not take away from or alter the existing character of the area. C. OUTFRONT Media is willing to invest a significant amount of money into this project because of the anticipated value of this sign once it has been moved and raised. Investing close to $200,000 into this rebuild is only viable if we can assure our corporate office that the improvements will significantly increase the board's attraction. Proximity to the road and length of read effect our business substantially, especially considering the fact that you can barely see the current sign, if at all. D. The property on which the board currently sits, parcel 39-143-00-101, is an irregularly shaped property. The variance specific to the hardship surrounding its physical characteristics which we would like to address is as follows: HEIGHT (section 26-711): The current board is 30' feet tall, and is nearly invisible from 1-70 heading eastbound. The property sits lower than the grade of 1-70, so we are disadvantaged by abiding to the allowable height. Additionally, there is a sound wall running along the south side of 1-70 leading up to our sign, blocking it July 22, 2013 To whom it may concern, 1 am writing to authorize Brett Kelley of CBS Outdoor to proceed with the variance application to raise the billboard with CBS has on our property at 7881 W. 48th Ave in Wheat Ridge. Sincerely, Ted Redling 7881 W. 48'11 Ave, Wheal Pidge, CO 80033 303-424-0268 I70 * d 10101 WARRANTY DEED THIS DEED, Made this day of December 7, 1992, between RICHARD R. DEARING of the County of JEFFERSON and State of COLORADO, grantor, and TRIAD MACHINE TOOL COZVANX, A COLORADO CORPORATION whose address is �l/�l�t1 ���/nom CY of the County of JEFFERSON and State of COLORADO , grantee: WITNESSETH, that the grantor, for and in consideration of the sum of 1270,000.00 DOLLARS, the receipt and sufficiency of which Is hereby acknowledged, has granted. bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee. ITS heirs and assigns forever, all tho real property, together with Improvements, if any, situate, lying and being in the County of JEFFERSON and State of COLORADO, described as ,0170x1: SEE ATTACHED EXHIDIT ^A^ COLORADO NATIONAL TITLE Hereby certifi.es this to be a true cod} f he or�lgl al. 9y /` also known as Street and number 7881 AND 7901 WEST 48TH AVE. WHEAT RIDGE, CO, 80033 TOGETHER with all and singular the hereditaments and appurtenances thereunto balon,2ing. or to anywise appertaining and the reversion and reversions, remainder and remainders. rents, issues and profits thereof, and all the estate. right, title, interest, claim and demand whatsoever of the said grantor, either in law or equity, of. In and to the above bargained premises. with the hereditaments and appurtenances. TO HAVE AND TO HOLO the said premises above bargained and described. with the appurtenances, unto the said grantee. ITS heirs and assigns forrver. And the said grantor, for themself. HIS heirs, and personal representatives, does covenant, grant, bargain and agree to and with the grantee. ITS heirs and assigns. that at the time of the ensealing and delivery of these presents, is well seized of the premises above conveyed, has good, sure, perfect. absolute and Indefeasible estate of inheritance, in law, In fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same In manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes. assessments, encumbrances and restrictions of whatever kind or nature soever. EXCEPT FOR TAXES FOR THE CURRENT YEAR. A LIEN BUT NOT YET DUE OR PAYABLE, EASEMENTS, RESTRICTIONS, COVENANTS AND RIGHTS -OF -HAY OF RECORD. IF ANY. The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee ITS heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the sijqular, ;nd the use of any gender shall be applicable to all genders. v i I 19 WITNESS, WHEREOF. the grantor has executed this deed on the date se --f abor�. ,0 CHAD R. DEARIN ' STATE OF COLORADO } )SS. COUNTY OF JEFFERSON I The foregoing instrument Inas acknowledged before me this day of December 7, 1992 by RICHARD R. DEARING Hy Commission expires: 091296 ry Public OUrFROW- -•. media 185 US Highway 46 Fairfield, NJ 07004 973-575-6900 www.outfrontmedia.com CITY OF WHEAT RIDGE 7500 W 29TH AVE WHEAT RIDGE, CO 80033 PAYMENT SUMMARY Page 1 of 1 Check Date: July 14, 2016 Vendor Name: CITY OF WHEAT RIDGE Check Number: 01220297 Vendor Number: 101555 Invoice No. Invoice Dt Description Voucher Net Amount 10785491 13-JUL-16 WHEAT RIDGE VARIANCE APPLICATION FEE 10785491 200.00 Tf1TAI • o)nn nn OVTFRONT." media 185 US Highway 46 Fairfield, NJ 07004 973-575-6900 www.outfrontmedia.com CITY OF WHEAT RIDGE 7500 W 29TH AVE WHEAT RIDGE, CO 80033 Page 1 of 1 PAYMENT SUMMARY Check Date: July 22, 2016 Vendor Name: CITY OF WHEAT RIDGE Check Number: 01220542 Vendor Number: 101555 Invoice No. Invoice Dt Description Voucher Net Amount 10788848 20-JUL-16 WHEAT RIDGE VARIANCE 10788848 220.00 TOTAI • 99n nn 6 A , City of _]�qr'Wheatp,j,dge COMMUNITY DEVELOPMENT Submittal Checklist: Variance Project Name: Height Variance Request Billboard @ Triad Project Location: 7881 W 48th Avenue, Wheat Ridge Rev. 5/2014 Application Contents: A variance provides relief from the strict application of zoning standards in instances where a unique physical hardship is present. The following items represent a complete variance application: x 1. Completed, nota led land use application form / x 2. Application fee x 3. Signed submittal checklist (this document) x 4. Proof of ownership—e.g. deed x 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) X 6. Written request and description of the proposal X Include a response to the variance review criteria—these are found in Section / 26-115 of the municipal code X Include an explanation as to why alternate designs that may comply with the zoning standards are not feasible X Include an explanation of the unique physical hardship that ne,�essitates relief x 7. Survey or Improvement Location Certificate (ILC) of the property ✓✓ x 8. To -scale site plan indicating existing and proposed building footprints and setbacks x 9. Proposed building elevations indicating proposed heights, materials, and color scheme " As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2"d) full review, I will be subject to the applicable resubmittal fee. Signature: C" i Date: 7/13.16 Name (please print): Nicole K. Haibach Phone: 303.316.5909 Community Development Department • (303) 235-2846 - www.ci.wheatridge.co.us ♦ 1, A Isubmitted BY AI _� V, City of planner. Incomp Wheat i%e be accepted—ref LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 291h Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Triad Real Estate Phone 303.424.0268 Email tredling@triadmt.com Address, City, State, Zip 7885 W 48th Avenue, Wheat Ridge, CO 80033 Owner Triad Real Estate Phone 303.424.0268 Email tredlingtctcDtriadmt.com Address, City, State, Zip 7885 W 48th Avenue, Wheat Ridge, CO 80033 Contact Nicole Haibach Phone 303.316.5809 Email nicole.haibach@outfrontmedia.com Address, City, State, Zip 4647 Leyden Street, Denver, CO 80216 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 7881 W. 48th Avenue, Wheat Ridge, CO 80033 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Special Use Permit O Subdivision — specify type: O Planned Development (ODP, SDP) O Conditional Use Permit O Administrative (up to 3 lots) O Planned Building Group O Site Plan O Minor (4 or 5 lots) O Temporary Use, Building, Sign O Concept Plan O Major (6 or more lots) D Variance/Waiver (from Section 26-__115 J O Right of Way Vacation O Other: Detailed description of request: Raise the height of our existing billboard from 30' tall to 50' tall. A CDOT sign and trees currently block the sign. I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, 1 am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his behalf. Notarized Signature of Applicant State of Color County of10 U24} ss by Public To be filled out by staff: Date received -I, N y 15 20/6 Comp Plan Design. Related Case No. Assessor's Parcel No. 11-1443-00-101 Size (acres or sgft) N92 9�% was acknowledged by me this /- day of , 20Y(V-- My commission expires /1—Z/20_V7 Fee $ Receipt No. Pre -App Mtg. Date Apr.- ( 2 1. ?etL Current Zoning —� Proposed Zoning Case No Quarter Section Map S W 1L1 Case Manager W J jr e t Current Use Proposed Use Effective Engiheering-Sojutions,- Ltd. 61 White Water Ct. --- .New Lenox, IL 60451 815-485-1470 (Fax) 81'5-485-0603 cleverenzC comcast.net CLIENT:�r DRAWT. N0. c j'_/' R. DATE: SIGN LOCATION 7J'J 14/ �J ",4.i/&ENGINEER: 'L SIZE OF SIGN: %�� � ��� APRON: OVER-ALL 1-1 EIGHT: SOIL PRESSURE: WIND LOAD: 110 6 CODE: [_ STRUCTURE DESIGN CENTERMOUNT PARTIAL FLAG (COL. Loc.) FULL FLAG (COL. Loc.) EXTENDED FLAG (COL. Loc,) OFFSET V -BUILD FEET OR ANGLE BACI{ TO BACK OR SINGLE FACE MISCELLANEOUS FOUNDATION DESIGN BACK-l0ED/ DESIGN FOR: AUGURED% DES'tGN FOR: v Ste'' SPREAD/ DESIGN FOR: SPECIAL CONDITIONS: l xj ��" �c�n le�lyj EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Stringers/Uprights/Spreaders (1 of 2) ED Sign face measuerments: Sh 7=—i Sign face height (ft.) Sign face width (ft.) Shc := 2. Sign face deadload (lbs/ft2) Stringer measurements: Strgn : Number of stringers Strgll := Stringer long leg (in) Strgwt = 5.8 Weight of stringer (lbs/ft) = 1 (in3) sYY = 0.599 (in3) Misc. measurements: Windload (psf) fb := 3 (ksi) sti Allowable stress increase Dist. from top of face to spreader CL (ft) esl)� ( U1( "2 2 p2:_ P p1 if p1 P2 P2 otherwise Upright meeasurements: Un := Number of uprights Udl := 3. Deadload/upright (kps) Ucl := Upright center lines End span length (ft.) Spreader measurements: IV, := 2 "V" size (ft.) bµ := 6. Flange width (in) P1 = 8 P2 = 6.4 p=8 Depth of spreader (in) Connection details: Dist. of outer bolts to spreader CL (in) Dist. of inner bolts to spreader CL (in) [Cont:_ "Plate"I Connection type (clips/plate) Dist. of outer bolts to tor. pipe CL (in) zi := Dist. of inner bolts to tor. pipe CL (in) P:= 3 Dist. across tor. pipe for saddle (in) P1 = 8 P2 = 6.4 p=8 Stringers/Uprights/Spreaders (2 or 2) Sh•w Strgn • sti EFFECTIVE ENGINEERING SOLUTIONS k = 126 Ibs/ft2 Sh' Shc q := Str+ Strg� gn q = 14.55 Ibs/ft2 IC := _11E± + 12•p -q sxx syy svm• Ste, • w pll 1000• Un p ll' svm mll :_ 2 12 -mi, sureq '= fb stl V1 Vlhalf '= 2 IC = 14427,886 psi pll = 4.032 kips mll = 28.224 ft. kips sureq = 11.29 in3 Vlhalf = 10 ft mdl := Vlhalf'Udl mdl = 35 ft. -kips mll 1 — + mdl sti svreq . f b svreq = 25.29 in3 JN = 5 Upright to Spreader Connection Iu2s := 4•x2 if Cont = "clips" 4•(x2 + y2) if Cont = "plate" 12.x -mi, Ptu2s :_ Iu2s Ptu2s au2s•= 44 fwu2s := 12 -mil if Cont = "clips" bd•(6 + b,,) if Cont = "plate" bd•(3.bw + bd) Swu2s <— 3 12• mll Swu2s fwu2s Wu2s := 14.84 EFFECTIVE ENGINEERING SOLUTIONS in4 Iu2s = 405 Ptu2s — — 7.526 kip int au2s = 0.171 fwu2s = 2.688 ksi wu2s = 0.181 in JN = 5 3/)j Spreader to Torsion Pipe Connection is2s := 4(zo2 + Zi 2) 12•zo•(mll + mdi) Ps2s is2s Ps2s as2s '= 44 P•(3•bw + P) Sws2s '= 3 EFFECTIVE ENGINEERING SOLUTIONS is2s = 832 in4 Ps2s = 10.943 ksi as2s = 0.249 int Sws2s = 666 in3 12.(mil + mdl) fws2s '_ Sws2s f`h's2s = 1.139 ksi fws2s 14.84 w = 0.077 in JN = 5 v1l Load Point Calculations (1 of 2) Pdl:= 8. kips Pll:= kips Mt := 33 in — kips sti := 1. allowable stress increase distance from center of column to first load point in feet distance between load points in feet number of load points t� n-1 Mdl := I (x + i•Y)12•Pdl i=0 Mdl = 12693.6 in -kips n—I Mll := E (x + i•Y) 12•P(l i=0 Mu = 7740 in — kips Tmt := n•Mt Tmt = 2028 in -kips E19 N Load Poi nt Calculations (2 of 2) tpd := 3 torsion pipe diameter in inches tpt :_ .62 torsion pipe thickness in inches tps := 4 torsion pipe strength in ksi fb := tPd 3300 tpt tps tp (662).— + (A)•tps otherwise tPd L(tPd )4 — (tPd — 2tpt)4] sact'='� 32•tPd Fv := 0.4•tps Mdl fdl:= sact Mll fml := — sact Tmt fv :_ 2•sact fb = 27.72 ksi sact = 603.799 in3 Fv = 16.8 ksi fdl = 21.023 ksi fml = 12.819 ksi fv = 1.679 ksi JN = 5 Viq Load Point Results 2 2 fml fdl + sti 22 IC :_ + fb F, .sti2 IC = 0.898 for tpd = 36 in tpt = 0.625 in tps = 42 ksi JN = 5 7/1q Dead Load Calculation sign width (feet) ah := apron height (feet) nuP :_ # uprights/face sign height (feet)vave 12. ave spreader width of :_ #faces torsion tube diameter (in.) ttt :_ .62 torsion tube thickness (in.) tW := 960 weight of LED or SE # stringers/face trivision (lbs.) nt '_ # of LED or trivisions NxL := I NxL = "Faces" of .5 sW•sh 0 "Uprights" nf•nup 16 sh+ah 0 "Stringers" nf•ns 4.9 sw 0 "Hangrail/lat brace" 2 4.9 sw 0 "Ledgers" nf-nup 9 4.5 0 "WW Angles" 12 5.8 sw 0 "Grating in feet" 14 3.14 sw 0 "Apron" of 2 sW•ah 0 "Trivision" nt tw 1 0 "Lights" 8 1 75 0 "Torsion tube" 1 2.688•[ttd2 — (ttd — 2•ttt)2] sw 0 "Spreader" nup 30 vave 0 "Faces" 2 0.5 672 672 "Uprights" 12 16 17 3264 "Stringers" 0 4.9 48 0 "Hangrail/iat brace" 2 4.9 48 470.4 "Ledgers" 12 9 4.5 486 "WW Angles" 12 5.8 48 3340.8 "Grating in feet" 14 3.14 48 2110.08 "Apron" 2 2 144 576 'Trivision" 2 9600 1 19200 "Lights" 8 1 75 600 "Torsion tube" 1 237.72 48 11410.56 "Spreader" 6 1 30 12.5 2250 VII Total Dead Load ............................................. totaldl = 44379.84 10% Misc................................................... misc = 4437.98 Total Load ..................................................... totall = 48817.82 EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Flag Mount: single value 0ah with footing le := "IBC" building code eTable :_ "c" exposure table choice hieght of sign face (feet) sN := 4 width of sign face (feet) F771-0 10 wind velocity (mph) ah := height of sign apron (feet) sti := 1. allowable stress increase column diameter (inches) ct .68 column thickness (inches) 35 cs := 42 column strength (ksi) 50 pol 5 weight of sign (kips) co := 22. column offset from center (feet) overrides wind load calculation when > 0 Oah := 5 overall height of sign, max 180 ft. 0 u EFFECTIVE ENGINEERING SOLUTIONS Wind Load Calculations ah := ah + .33 allowance for walkway Mdl:= Pdl•ca•12 P:= (ah + sh)•(SW) •03 (P•co, 12) My:_ 1000 1 12. PC Oah — \sh + 2 ah) 1 + (.8)•(cd)•[Oah — (sh + ah)]2•(5)•o, M:= 1000 w = 35.59 wind load (pounds/V) Mdl = 13500 in -kips p = 29603.21 force (pounds) My = 7992.87 in -lips m = 15716.81 moment (in -kips) JN = 5 Column Pipe calculations Fb := if rows(cs) = 0 (.66)•cs if cd < 3300 ct cs C (662) -t + (.4)•cs otherwise Cd otherwise for i e 0.. rows(cs) — 1 Fb i <--(.66)•csi if cd < 3300 ct cs. t c Fbi 662•- + (.4)•csi otherwise cd Fb [(cd)4 — (cd — 2ct)4] sactc'='r' 32 cd Fv := 0.4•cs Mdl fdl:= sactc m sactc'sti 23.1 14 Fb = 27.72 ksi Fv = 16.8 33 20 EFFECTIVE ENGINEERING SOLUTIONS sactc = 907.36 in3 ksi fdl = 14.88 fll = 17.32 JN = 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Summary Column diameter, cd = 42 in. Column thickness, ct = 0.69 in. 35 Column Strength, cs = 42 ksi 50 sactc = 907.36 in. 2 2 2 fv My fdl + fll fv 2•sactc'sti IC :_ + — Fb Fv2 fv = 4.4 1.09 IC = 0.89 0.74 JN = 5 0 Footing parameters Ftype :_ "drilled" (block or drilled) For drilled footing type: fdia footing diameter (feet) Footing :_ "NonCon" "NonCon" or "Con" (depth 3 depth of footing (feet) fd := if Ftype = "block" FfW + fit if fW > 0 fdia otherwise fdia otherwise fd=5 Sl = EFFECTIVE ENGINEERING SOLUTIONS For block footing type: fl := footing length (feet) fW footing width (feet) fuact if Footing = "NonCon" 12 if fdepth > 12 fdepth otherwise fdepth otherwise fuact = 12 JN = 5 0 1 0 "Bedrock 1200 1 "Foliated rock 400 2 "Sandy gravel " 200 3 'Gravel 200 4 'Sand 150 5 "Silty sand 150 6 "Clayey sand 150 7 "Silty gravel 150 8 "Clayey gravel" 150 9 "No name 150 10 "Clay 100 11 "Sandy clay 100 P12 "Silty clay 100 13 "Clayey silt 100 EFFECTIVE ENGINEERING SOLUTIONS For block footing type: fl := footing length (feet) fW footing width (feet) fuact if Footing = "NonCon" 12 if fdepth > 12 fdepth otherwise fdepth otherwise fuact = 12 JN = 5 Me. 0 EFFECTIVE ENGINEERING SOLUTIONS Please enter a number from the above table that indicates the soil type: ED KE] ("y" override) Y:= yo if yo # 0 S1st, l otherwise y = 150 Soiltype := Slst, 0 Footing calculations m M 2 + Md1 Ma 12 Soiltype = "Silty sand " Ma = 1726.57 V P a 1000 Va = 29.6 Sall = 1.58 Ma h:=— Va h = 58.32 IN= 5 fureq If Footing = "NonCon" ( 2.34) • Va A F- 1 r sall•fd C2 J L 1+ 1+ (4.36)• A Va h (4.12) otherwise sal l • fd Result :="OK" if fureq < fdepth "ng" otherwise EFFECTIVE ENGINEERING SOLUTIONS fureq = 28.4 Result = "OK" JN = 5 Load Point Calculations (1 of 2) ED kips P11:= kips Mt := 57 in —kips sti := l . allowable stress increase distance from center of column to first load point in feet distance between load points in feet number of load points n-1 Mdi := E (x + i•Y)12•Pdl i=0 I. n-1 Mll := I (X+ i•Y)12•Pll i=0 I. Mdl = 13284 in -kips Mil = 8100 in - kips Tmt := n. Mt Tmt = 3450 in -kips i yjj Effective Engineering Solutions, Ltd. CUSTOMER 61 White Water Ct. New Lenox, IL 60451 DATE 815-485-1470 JOB 815-485-0603 (FAX) ENGINEER 71 Ps -e PAGE H� OF i q Effective Engineering Solutions, Ltd. 61 White Water Ct. New Lenox, IL 60451 815-485-1470 815485-0603 (FAX) CUSTOMER DATE JOB ENGINEER 3, -7 q v ���� �� Vit, � % s �� G►r�r� i"�- zy," A"� Lf elk, - 3 PAGE lj OF Iq ,, „ :,: ,.. ..., „ , ,rt „f :. .. :: -.. ,:: , , S ,,: .n : , ,e3c ' HANG RAILL B"v'3'x I/4" wJ (2) I!2"m A 3D7 80L75 116 EACM CONN. ..111 1t ,,-0.. n 11f I! 5 I/2 . +FACE I f 2-; 112' 9 .111 PANELS -`gall REAR B tl@ a.-0" I I E � WALKWAY - tlI GRACE !A � 10'-(T !I W6x9 UPRIGHT tlll:•� I I (� WALKWAY .. (i TORSION - ��' I I REAR STRINGER :1;t LEDGER ! I LEf1GER '.. L4°x3"xl/4" i:p N 5'O° I LLH Ij x - _ �-' - _ _ _ �_ _ ::CO0.UMN 14 0° 4' D° TORSION FACE SEE 11 s BRACE L3"x3°x I✓4' : 1 i I STRItJG"cR I I a w/ t2) U2` A-307 80LTS p�C/�g :m�yyµk,'' 1 MOVN7ING I:) ; @EACH CONNECTION i'4�'7�� ��� �F'�.`4n�("ISiri��Wi9� ry I SPREADER DETAIL �I:i �, (APPLY UNLESS OTHEfiW15E NOTED DN PERMIT DRAWING) t W 12x30 - ( r � 17_6° M + ; la��� �) I � i ! �� GQDE - 2009 TBG INCLUDING DENVER AMENDMENTS ,, -^-•- •--,� �I '": „! � n 10.0" i-- i'i I MIND DESIGN - SIGN STRUCTURE WIND LOADS ARE DETERMINEp IN ACCORDANCE WITH ASCE I= 81tl 4' ©• n 7-05 SECTION 8.5.14 tlf :TtRtNGERS # -"""..y-+. �,,,.�„� : & A I I 5:.112° .,,` •.._-- It BA5lC WIND SPEED; 108 N1PH (3 SECOND GUST) r 1 HANG RNL iti '�-•-_., I.i 2-I uz" -1 waiEKwn IMPORTANCE FACTOR (Iw); 0.$7 (OCCUPANCY CATEGORY i) �`'�.-.,•,_ �h SIGN SAGE �F '' EXPOSURE: O ii% r / I' D � I DESIGN WIND PRESSURE: 35.$ PSP (AVERAGE}; 50.0 PSF (MAXIMUM AT ENDS}� REFER TO ASCE 7-05� FIGURE 5-20. 'ni+ IJ SPREADER ANY SIGN COMPONENTS NOT SPECIFIGALLlf DETAILED:ON THESE DRAWINGS SUTATTAGHED TO h�� '"_� THE STRUCTURE SHALL BE DESIGNED iN ACCORDANCE WITH THE INFORMATION ABOVE. : APRON:.: i 6" PIAN VIEW nPRDON 1 � LIVE LIDAD - CATWALKS: 40 PSF OR 800 POUNDS AT ANY POINT ff.ONT WAL<LVAY i O"' ' ---�, _ � - DEAD LOAD - 6° (/' � D° I I -G SIGN FACES; 2.5 PSF ,` w6:s -� DIGITAL DISPLAY: 9,800 P4UND5 (FUTURE) ' OTHER STRUCTURALMEMBERS; AS NOTED IN CALGULATIOPIS ' O FRONT TORSION i; 4$'-0" FACE.:. WALKWAY I 1f2' � L€AGER MopNnNG� -� I STEEL - WIDE FLANGES - ASTM A�992, OTHER SHAPES & PiATES -ASTM A•36 DETAIL '-+`I I/2" 1'-d" bAR1E5 --::44 I:�i: 5 Eo. sP.@ a o =.4o' -D° � 4 ta^ PIPE 9EGTION3 -ASTM A-53 B OR A 252 GO 2, OR APl - LX WTH MINIMUM YIEL..D STRENGTH AS INDICATED ON DRAWINGS. TYPICAL SECTION TiiRU SIGN EXPANDED METAL Gt3rgTINGtiEXPANDEDMETALGRATINGSHALLBEMANUFACTUREDFROM I i CARBON STEEL 1N CONFORMANCE WITH THE EXPANDED METAL MANUFACTURERS ASSOCIATION " HANG RAIL (EMMA) STANDARD NO..: 557-99, 'STANDARDS FOR EXPANDED METAL.' EMMA 1S A DIVISION OF THE NAT#OVAL A550GIATiOQI 6F ARCHITECTURAL METAL MANUFACTURERS (NAAMM). I 1 I I . . I ALL STRUC7f7RAL STEED SHALL BE FABRICATED AND ERECTED ACCORDING Tp LATEST RISC sTRIVGER ! @RACE i SPECIFICATIONS AND STANDARD PRACTICE:. i I I I l (6S 314^m PAINTING -ALL STRUCTURAL STEEL, EXPOSED TO WEATHER, SHALL BE SHOP PRIMED I f�-f 2" y' >(�-,1 A325 aOL�(S - AND ' I ( rf I GA 3 1/2" - I � PAINTED IN ACCORDANCE WITH AISC 3"�5 (SPEC[FICATION) AND AI$C 308 (STAfi1DARD PRACTICE). I 1 ' uPRIGHr I i -#� � �p• roRSION p -�-..- �, �• � � CCINCRETE -CONCRETE SHALL FRAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI I tat s!e^ra j, (DESIGNED AT 2500 PSI} AT 28 DAYS AND BE PLACED IN;ACCORDANCE WITH ACI 318. CONCRETE A -a25 eotrs (� �4^•1�•a-r-&,�4 � MIX SHALL Bl RROPORTIONED WITH A MAXIIVUM WATER TO CEMENT RATIO dF 05p. "+ _ - ,.---r� _ _ I 114 GpssET SEGTIQN C -G WELQING -ALT WELDING MATERIALS AND COMPONENTS SHALL SE INCOMPLIANCE WITH AW __ _.__.__! I I �' _ _ I �- _ I J - `roR51oN z va°� I I/z^ �,q 01,1 USING E70XX ELECTRODES:.. S . ...... ..... .. . .... ,. 1 P ^ I ''. BOLTS - A _,...„ .:: � :;: 4 112., Y ol,a Luo .... LLREGULAR SHALL G `F ....... DN ORM TO hSTM A-307. HIGH STRENGTH E30LTS SHALL ...:.FRONT FRONT.. ....<: ........... ... 3x<I , :< ", _ _' _, `: _ - _ SPREADER �' CONFORM TO ASTM A"325. ALL BQ _..,. hT5 SHALL'EE INSTALLED T as. ...-. ...:.,., OASNLIGTIGHT, ,.a;: AAIKWAY LEDGER 4 i/ .Y' ,.� x. �:-,,., -. - - .:: WJ 2x30„ i - .. .., ., ., ,_CDNDITID UNL NOTEDTO BE:PRE=FEN51Dh1Ei4' PT . ' „ ,- �. ,,I () PTBOLTSSHALfi;BE'FUL%�,°fE[�SIiiT�iEDPERAIS _.,..:x�- ,.. : THE NUT METHOD (1t3 qF A TURN PAST A SN "- - '"""" UG TIGHT CONDITION) 4R OTHERAISC APPROVED z I!4"� 4 I!z" � - . TENSIONING METHOD. :e AL Il4' 45° ;/ ,./q s^W12x30 ": ^ g:x6:: uq i R4UNQI CC3LIJ . - WIN rDDTINL_-EMBE[?MENT DEPTH FOR F40TIN e.s. � I✓z° PL Ira° I' a � DOES NOTAt�PLY T4 LOCATIONS , ' UPR7GH7 7` x z r° WHERE WALLS OF TFIE HOLE WILL' NOT STAND WITHOUT SUPPLEM L-0.. ENTALSUPPDRT, OR WHERE UNCOMPACTECt FILL OR QRGAN :. ; ,✓4 cur ANGLE ---�-- ' fiC RILL EXISTS. FOUNDATION (5 DES e3!;r sYM s✓€" � TORSION 8 , , (GNED UTILI2ING LATERAL EARINGPER.IBCSECTIONI$07.3;�.1, DESIGFiLATE r/a w/ fZl Ire"m A ao7 soLrs * - - � I RALSOIL �PRES$URE I'ER IBC TA€iLE 1806.21S - '- " `�- - - .l 150 PSF/FT (SOIL CLASS 4 -TYPE' �AN17,51LTYS�.ND CLI4YEY N @ EACH L£F� + SECTIQN B' -B -._-:-. 5.4 p) . ALLOWABLE LATERAL SOIL I I �.- ' I ��-.�--� -"-"'`' PRESSURE HA5 BEEN MULTIPLIED BY2'pE}� SECTION 18178.3.A. VERIFY SD1L TYPE DURING k-vARIEs --� EXCAVATION; NOTIFY ENGINEER OF AN'Y°61SGREPANCY.. „v I e/a I I/b ", 1172°� A "� 1 SPECIAL INSPECTION$ � 5P CI UPRIGI'IT-eJI��'PJ��ER_"CCj�'�I(�N CC'NNPCTI�N E ALINSPECTlOh15AREREgUIREDpERGHAPTERI7FORTHE FRONT LEDGER FOLLOWING ITEMS: ' SECTION �_D -- HIGH STRENGTH BOLTS: PERIODIC INSPECTION TQ REVIEW Bpi:T TYPE AND TENSIQN STEEL PABRIOATDR •ALL STRUCTURAL STEEL SHALL BE SHOP FABRICATED BYTHE FOLLOWING APPROVED FABRICATOR: PAGE STEEL 204D INDUSTRIAL DRIVE PAGE, ARI20NA 88040' I ' NO FIELD WELDING IS ALLOWED WITHOUT THE APPROVAL DF THE ENGINEER OF RECORD: SPECIAL INSPECTIONS WILL 5E REQUIRED FOR ANY FIELD WELC}iNG -� - - TGRSIdN PIPE' W36xi 5o 3G°mxo.G2s THE'ERECTOR SHALL VERIFY ALL DIMENSIONSAND CONDITIONS INTHE D F7EL E�EFORE ERECTION 'FY - ae �') 4 4• AND NOTIFY ENGINEER OF ANY DISCREPENCIES. SQUARE H-� PL I PL 4^ I/4 m. 3�' 5L' E 5�" 154 5�. � I 5/&° � G lib" I 34 6/IS } i,-� 1 � �2L "' , f"' -I aye 5 112, IL UPRIGHT ' I'9' A -T 'A ' S I✓2" II STRINGER ,` a�`am k9, ': : �. IQ" 5.112" UPRIGHT U L4"x3'x//4' � .;�'" . ��'ap' Yi s ' �..s � �. THIS PRINT IS THE PROPERFt OF y ,>`' "'-•.p'� . I ;.. ' G IJa° REAR dEDGER � � �I 3!4' ry 1/4... 'fir OUTDOOR, INC. s G-: rK'$ �'yP•ya's.::., 1 ` ':. 1 r 3^ 11 - t - 6 �q: {� I, PROFESSIONAL SEALVALI6:ONLY NIHEN:FABRIeATEQ BY : :� $r"•g, ;. 3s� I I THE ASOVE.iT IS PROVIpED FOR PERMtT PURPOSES- � c';' dry �'°j I I I �^ PL I/2° 5 i/2" ,/4 CUP ANGLE : t I 318 ' I - I 12 2O)RE.q'D I 5 i!Z„ L3k3'kl/4'x43/4" it 2 i(2 � ONLY. � ,. I I COLUMN PIPE 'I ,e. 13/4"� wJ (2}::112°m I 1 ', {p I I :� I '. (51 @. Ea. 5 u2^ � $ A-30� eoLr5 II " ' ANY OTHER USE OR REPR06UOTION IS PROHiBiFEO al � �'-, •`f� ' 1� : I I - 42^� x o.6ab° I I CORNER a.1/4 q 3 3!4 WITHOUT WRITTEN AUTHORIZATION FROM � - �" (Fy= 4z 15d 0 L5°x3AN�4�x 43/4" u.H RAIL OUTDOOR, INC: -- wi (z) I✓z"m a-3a� eoLTs ��v.• � PL 11/2° : {325 BOLTS / I 118 II GA, 2 lt4" f COLUMN-TQ�SIQN GQNNEGT(QN cus'raMER � f SECTIQN A -A SECTICIN E -E ' :STRINGER M©UNTING DETAIL CBS (�UTI��}UF�, -1} �4UG � 6 2€ii� f€, SIGN LOCATION 1 I �" � ��` `SSS h WEST �8T�1 AVS. i WI -EAT �1C�E, Q. SINGLE PC�S'T `� EUI.L FLAB ;$' 2 g � IQa MIN. ! 3!@ m GALVANIZED &.. I ly WIRE ROPE THIMBLE SPAN = L FRAME ��� ��� ���� ° I/a �� '. L4 x3"x114°LL\ FOR FRONT WAIY.WAY' a� : 3/&°m7x I9 II CABLE MOUNT CABLE biWYT - E CHm 51DE00FWALKWAY � 5r PREFORMED 4" 4° If � L3°x3°x 174° FOR REAR WALKWAY �} - I I 3(4 m DROP FORGED I•:Lve� GQE �. �I IIID "' GALMIANIZED STEEL IF __.- ____ - �___ 1/2'0 t.J L- 1` AiRCR,AFT.57RAHD II Ei(EeOLT w/ LOCK WASHER ��"-'__ _--'"'"•^^--- _____--,---____ J BOLT �`-� /^ q �] p p, �y {..�. -�- � � � it AND2 HEAW HEX NUTS "•�„� _ �_�.. _,.� --�- �W.. i/2°0J-BOLT:. ..WALKWAY L�V 4..C'll !-1BL�1 LJ1„ATI'I �I r» �, ------�- _-��-_-__ ( DES) �; .� GABLE RELAXED LEDGER '. :FA : '. GRATING k EaTANpED METAL w � ENG: NO. DR. DH. ' _ '. 3°x3°x!(4' Ll30 � U2" 'WELDEp TO ANGLES @la"O:C. ' ., ; . SPACEp 3!&m CR056Y CUP, G-450 r/4 : II �~C 5 x 6:7 0�2 EQUAL (3 REQUIRED PER � II CABLE - IN MEASURED POSITION A:FORCE 3. {.4 psf -FOR WALKWAY ;,- : (43 REO'b II _,.. 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