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Land Use Case.401 Castle Creek Rd.0011.2011.ASLU
THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0011.2011.ASLU PARCEL ID NUMBERS 2735 12 3 07 801 PROJECTS ADDRESS 401 CASTEL CREEK RD PLANNER JENNIFER PHELAN CASE DESCRIPTION WIRELESS BROADBAND ANTENNAE REPRESENTATIVE SPRINT DATE OF FINAL ACTION 3.18.11 CLOSED BY ANGELA SCOREY ON: 3.22.12 cie,n AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OF PROPERTY: Ai/t9 , Aspen, CO STATE OF COLORADO ) ) ss. County of Pitkin ) I, / +' L / S1 (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: (7--Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication of notice: By the publication in the legal notice section of an official Paper or a paper of general circulation in the City of Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. (94-1,5,_...7-- ___ rc.------2 Signature The foreg 'rig "Affidavit of Notice" was acknowledged afore mstokis ZCday of , 20 it, by jC . ... WI TN E.ESS MY Y HAND AND,, A ND OFFI CIAL SEA L OEVE ENT APPROVAL Notice is o sy general the approval of a sacisic development plan,and My commission expires: '�sp the creation of a vested right pursuant to the Land Use Code of the Cityo Asp en and Title 24.Article 8.Colorado Revised Statutes pertaining th e following described propebty Parcel C, a Aspen Valley Hospital District Subtle- S/ 4 pieion,also known as 01 Castle Creek Road,As pen,Goloratlo D1 e1 . order of the Community Notary Public Development' ppli of Director on June 2011 The Applicant,the Aspen Valley Hospital District represented co Sprint,received approval ter wireless telecommunication equipment to be temporarily during the expansion and redevelopment of th e hospital and to then Oe permanently located thesite For further ATTACHMENTS: information contact e it lsp n Community Development Phelan. of S Galva St,Aspen.Colorado(970)920-5090- COPY OF THE PUBLICATION si City of Aspen Publish in The Aspen Times Weekly on July 24. 2011 167870341 I< TICE OF APPROVAL For an Administrative Approval for the relocation of Wireless Telecommunication Equipment on the roof of 401 Castle Creek Road. Parcel ID No.: 273512307801 APPLICANT: Sprint 188 Inverness Drive South Englewood, CO 80112 REPRESENTATIVE: Jeff Keith SUBJECT & SITE OF 401 Castle Creek Road, Aspen, CO REVIEW: (Aspen Valley Hospital) SUMMARY: Sprint requests approval to temporarily relocate and then finalize a permanent location of the existing wireless equipment. Currently the hospital is proposing a renovation and expansion. Due to the construction, sprint needs to temporarily relocate its equipment onto the obstetrics wing. Final location of the antennas will be on the new second story of the hospital expansion. Due to the construction, the temporary antennas will need to be higher than typically permitted, being located on top of a screen wall as shown in sheet A-2 of the application to prevent disruption during construction. The final location and height of the antennas is noted on sheet A-4. The new antennas will be mounted onto a screen wall and be 5-6" above the roofs parapet, slightly over the 5 foot allowance in the code; however this increase can be permitted by the Community Development Director. STAFF EVALUATION: Staff determined, pursuant to Land Use Code Section 26.575.130.F.2 that painting the antenna panels to match the building suitably camouflages them. Staff finds that the review criteria, attached as Exhibit C, are met and recommends approval of the temporary location and final location of the proposed antennas and equipment. DECISION: The Community Development Director finds the Administrative Application for Wireless Telecommunication Equipment to be consistent with the review criteria (Exhibit A) and thereby, APPROVES the request with the following conditions: 1. The application complies with the regulations of the Federal Communications Commission with regard to maximum radio frequency and electromagnetic frequency transmissions. 2. The antennas will be painted to match the existing building; final height of the antennas shall not exceed 5 feet six inches above the second story roof parapet, flush with the screen wall. Page 1 of 2 3. Any lighting or signagt wired by the FAA, FCC or other fede :ntity associated with the new antennas or equipment requires review and approval by the Community Development Department to confirm compliance with local regulations. 4. A structural report to determine structural capacity of the building to carry the proposed new coax and antennas is required to be submitted to the Building Department at the time of building permit application submittal. APPROVED BY: jit At 2 vll Chris Bendon, Date ' Community Development Director Attachments: Exhibit A: Antenna details Exhibit B: Application Exhibit C: Review Criteria Page 2 of 2 Sprint �� Sprint Nextel Jeff Keith 333 Inverness Drive South Site Acquisition Consultant Together with NEXTEL Englewood, Colorado 80112 303-564-7901 d l ke_Atin e pletsn b ttThp, DN33XC243 ASPEN VALLEY HOSPITAL February 25, 2011 c rd ED Jennifer Phelan, AICP Deputy Director Community Development Department City of Aspen . ' ` 130 S. Galena Street C{I '` Vc1.�Qjttth� Aspen, CO 81611 �S Dear Jennifer This letter serves as the written description of the proposal by Sprint and the written explanation of how the existing development, temporary and future development complies with the review standards relevant to the development application. Jennifer as you know Aspen Valley Hospital is in the midst of an expansion, part of this expansion is to include the area were Sprint currently has a communication cell site facility. This application shows the existing location of the antennas and ground equipment along with a temporary location for Sprint's equipment and then the final location of Sprints equipment upon completion of the Hospital expansion project. The antennas will move on temporary poles until the final completion of the roof extension and then moved to their final position painted on the screen wall. The existing Sprint facility had been originally been approved by Pitkin County. Sprints original approval on the existing hospital and Sprints facilities on the new hospital expansion will look no different. The antennas will be flushed mounted, not to exceed higher than the wall they will be mounted to and painted to match. The ground equipment will set behind a painted screen wall on a new platform and will not be visible sitting behind the screen wall. Jennifer, for these reasons Sprint feels the design standards relevant to the development application have been met. Thank you very much for your time and consideration it seeing this project to completion. Please call with questions or comments. Respectfully, Jeff Keith For Sprint ATTACHMENT 2—LAND USE APPLICATION PROJECT: Name: KU Stfr4( 5rerAJ f S L IE oA4 fhpE V antcY /kunreit Location: °h( c)(.151` Ple 06.STEIXICc 1,010) OF j S I (Indicate street address, lot& block number, legal description w e .., Parcel ID#(REQUIRED) Q40/ CAS i Lc Gtz 't c� e,. ,prO ?': APPLICANT: Cif 2u/( Name: `7��It� 1 CQ'"(MAl;yo ` p(,Ai Address: > -, vele',Less IVe SCfrt✓7if Phone#: 4kLE1-:- 4.: GL) gout 3U3 56 y ice,/ REPRESENTATIVE: Name: ".4 fl- E (Ct (T ti Ft* <14Q4/^1 Address: .g? 1�t(i ESS / I(i -court" Phone#: ib4&LCwtw0 CO &r.4(2. 3'0 S6V firer/ TYPE OF APPLICATION: (please check all that apply): ❑ GMQS Exemption ❑ Conceptual PUD ❑ Temporary Use ❑ GMQS Allotment ❑ Final PUD(& PUD Amendment) ❑ Text/Map Amendment ❑ Special Review ❑ Subdivision ❑ Conceptual SPA ❑ ESA—8040 Greenline, Stream ❑ Subdivision Exemption(includes ❑ Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane ❑ Commercial Design Review ❑ Lot Split ❑ Small Lodge Conversion/ Expansion ❑ Residential Design Variance ❑ Lot Line Adjustment ❑ Other: ❑ Conditional Use EXISTING CONDITIONS: (description of existing buildings, uses,previous approvals, etc.) �flrnlr Hni Cy(5tTNc2 tiNTf1tk.I/'Jt4S ( c4w gem cr4r©au 7`'rV (&4° /Jou. -roc- tinge- lW/i S I.4jjLL- GG i'V ta'& Tu 7501Pofef+tzy“ -Tires Pdk-(n( C(cr4f7r:�'L'(orL PROPOSAL: (description of proposed buildings, uses,modifications,etc.) OPOg UcWSiltucri DO e F (+ofO,Th-L C✓tote-EI $ee,r i—jUD6 Moil u&ar t9a w purls-ern Se/Laid SOf`tien k-4t?/ Cf Mice the r61Wi-*S a'A(iticA,-'t e, r Haye you attached the following? FEES DUE: $ '73C 4=' I re-Application Conference Summary []Attachment#1, Signed Fee Agreement ❑ Response to Attachment#3, Dimensional Requirements Form ❑ Response to Attachment#4,Submittal Requirements- Including Written Responses to Review Standards ❑ 3-D Model for large project All plans that are larger than 8.5"X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format)must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. F CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMEN t1,? C 4 ?Oil Agreement for Payment of City of Aspen Development Application �,T�JF `iNI ;r. , 'P&y'i CITY OF ASPEN(hereinafter CITY)and _lei;IN Ar UP; (hereinafter APPLICANT)AGREE AS FOLLOWS: �j I. APPLICANT has submitted to CITY an application for Pen-ftc:•usE Ektcr, aC 1'utrFcyC4t q ski-des-iv ft4ft L-S �/vew "441-,14,-4; (hereinafter, THE PROJECT). 3; 2. APPLICANT understands and agrees that the City of Aspen has an adopted fee structure for Land Use applications and the payment of all processing fees is a condition precedent to a determination of application completeness. 3. APPLICANT and CITY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT and CITY further agree that it is in the interest of the parties that APPLICANT make payment of an initial deposit and to thereafter permit additional costs to be billed to APPLICANT on a monthly basis. APPLICANT agrees additional costs may accrue following their hearings and/or approvals. APPLICANT agrees he will be benefited by retaining greater cash liquidity and will make additional payments upon notification by the CITY when they are necessary as costs are incurred. CITY agrees it will be benefited through the greater certainty of recovering its full costs to process APPLICANT'S application. 4. CITY and APPLICANT further agree that it is impracticable for CITY staff to complete processing or present sufficient information to the Historic Preservation Commission, Planning and Zoning Commission and/or City Council to enable the Historic Preservation Commission, Planning and Zoning Commission and/or City Council to make legally required findings for project consideration, unless current billings are paid in full prior to decision. 5. Therefore, APPLICANT agrees that in consideration of the CITY's waiver of its right to collect full fees prior to a etermination of application completeness, APPLICANT shall pay an initial deposit in the amount of$ 3 c_C which is for H hours of Community Development staff time, and if actual recorded costs exceed the initial deposit, APPLICANT shall pay additional monthly billings to CITY to reimburse the CITY for the processing of the application mentioned above, including post approval review at a rate of$245.00 per planner hour over the initial deposit. Such periodic payments shall be made within 30 days of the billing date. APPLICANT further agrees that failure to pay such accrued costs shall be grounds for suspension of processing,and in no case will building permits be issued until all costs associated with case processing have been paid. CITY OF ASPEN APPLICANT By: By: S ?le okt vim _PCFF Irfi Chris Bendon Community Development Director Date: 2- 2—5-1/ Billing Address and Telephone Number: �.verne$ deaCS1r# e^5r-ewLctc4 ICQ $O //t 303 goer 190/ at,ti ATTACHMENT 3 t ` DIMENSIONAL REQUIREMENTS FORM C/Tv Project: d,' lxl���`r t}fr(Qt E /4se(mi Gd�n, ai,f t).4; Applicant: 5 l�� 'EN3 sJ Location: es.,,.r i f4& £20S tWrT?Li) I ti-ta t- Fe3140, jc.{a.e.z. .Y'fCL Zone District: Lot Size: Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number of residential units: Existing: Proposed: Number of bedrooms: Existing: Proposed: Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: Existing: 2/.1175 G•Allowable: Proposed: 214 c Fr' Principal bldg. height: Existing: Allowable: Proposed: Access. bldg. height: Existing: Allowable: Proposed: On-Site parking: Existing: Required: _ Proposed: % Site coverage: Existing: Required: Proposed: % Open Space: Existing: Required. Proposed: Front Setback: Existing: Required: Proposed: Rear Setback: Existing: Required: Proposed: Combined F/R: Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Combined Sides: Existing: Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: 1'1/F� Variations requested: •'1 'fi' CITY OF ASPEN t et/YES PRE-APPLICATION CONFERENCE SUMMARY i.,'; € p n't Z�i, PLANNER: Drew Alexander, 970.429.2739 �`EiU2/1I�al PROJECT: Sprint Antenna Relocation for AVH C fNITY r�r.yr {)Ptr1FN1 REPRESENTATIVE: Jim Keith, 303.564.7901 TYPE OF APPLICATION: Wireless Telecommunication Services Facilities and Equipment DESCRIPTION: The prospective applicant plans to submit an application for Wireless Telecommunication Services Facilities and Equipment for the Aspen Valley Hospital (AVH) renovation project. The applicant, Sprint, has existing services on the hospital structure, and would like to relocate to the new platform once completed. It must be displayed in the application that the proposed equipment is no higher than the mechanical equipment approved for the AVH project. Wireless telecommunications applications are an administrative review No public notice is required. Below is a link to the Land Use application Form for your convenience. http://www.aspenpitkin.com/pdfs/depts/41/landuseappform.pdf Below is a link the Land Use Code for your convenience: http://www.aspenpitkin.com/Departments/Community-Development/Planninq-and-Zoninq/Title-26- Land-Use-Code/ Land Use Code Section(s) 26.304 Common Development Review Procedures 26.575.130 Wireless telecommunications services facilities and equipment Important sections to meet: 26.575.130 D-F Review by: Community Development Staff for complete application Public Hearing: Not required Planning Fees: Administrative Review: $735 for Community Development Administrative review. This includes three (3) hours of staff time. Additional staff hours, if needed, will be billed at $245 per hour. Total Deposit(P&Z): $735 Total Number of Application Copies: 2 To apply, submit the following information Total Deposit for review of application. C{] Pre-application Conference Summary. ® Applicants name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behalf of the applicant. Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. If the property is condominiumized a letter from the HOA is required. 4 A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. S Completed Land Use application and signed fee agreement. I dl An 8 1/2" x 11" vicinity map locating the subject parcels within the City of Aspen. ati A written description of the proposal and a written explanation of how a proposed development complies with the review standards relevant to the development application (§26.575.130 D-F). 14 Elevation drawings or "before and after" photographs/drawings simulating and specifying the location and height of antennas, support structures, transmission building(s) and/or other accessory uses, fences, and signs. 4 Structural integrity report or letter clarifying the installation and support program for the proposed wireless telecommunication equipment. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. RECEIVED , 2011 CITY COMMUNITY DEVELOPMENT F 6 2 2 Z T—` 18 �"Em€ z $ iI111 "U a 1.. 8 p T E In Lk 0 N °. No$ d\ o NI / °�0""1 E Kai RJR [ � d F ";CCaacC. " `V_ev . 1 '‘ -"''''4,,,,etli.,, - . ,....D 7,,,.„,,,--yr cgi .... / 4 ` • • id , +. ^N Q ' +441 49>t PIG. se,or Lye.,,,�+ It i small � 5P \lir—)0 JAI Mr 'CMS° V! ill\S , __ _ 44 1l -I []]�1���[ { '� `. :6....i f:::5. • 1 al American Land Title Association Commitment- 1982 TITLE INSURANCE COMMITMENT BY stewart. title guaranty company Order Number: 45626 We agree to issue policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-I. The Exceptions in Schedule B-II. The Conditions on Page 2. This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. Stewart (-4Aeote, ef0/40 Chairman or the Board 3•+ _*- 1024 1908tel Countersigned: Authorized Countersignature Stewart Title of Colorado,Inc.-Aspen Division 620 East Hopkins Avenue Aspen,CC) 81611 (970)925-3577 Order Number: 45626 Page I of 2 Commitment—235 W/O Disclosure COMMITMENT FOR TITLE INSURANCE SCHEDULE A Effective Date: December 21,2006 at 7:30 a.m. Order Number: 45626 1. Policy or Policies To Be Issued: ( X ) ALTA (1992) Owner's Policy Amount: TO BE DETERMINED ( X ) Standard ( ) Extended Premium: 2. Proposed Insured: To Be Determined ( ) ALTA 1992 Loan Policy Amount: ( ) Standard( ) Extended Premium: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the estate or interest in said land is at the effective date hereof vested in: Aspen Valley Hospital District, a Colorado Special District • 5. The land referred to in this Commitment is described as follows. See"Exhibit A" attached hereto Title Examiner: Chuck Dorn E-mail: chuck.dorn@stewart.com Escrow Officer: Title Only E-mail: Statement of Charges: Policy premiums shown above, and any charges shown below are due and payable before a policy can be issued. Standard Rate Search Fee $ 200.00 SCHEDULE B— Section 1 REQUIREMENTS Order Number: 45626 The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: 10. Easement and right of way for the purpose of a communication system, as granted to the Mountain States Telephone Co. by Frank Marolt, Jr., in instrument recorded December 11, 1929 in Book 162 at Page 172. 1 1. Terms, conditions, obligations, restrictions, limitations, reservations and easements as contained and set forth in Warranty Deed recorded October 28, 1975 in Book 304 at Page 723. 12. A strip of land 5 feet wide on each side of a centerline being for the purpose of a sewer line or lines as set forth in instrument recorded April 13, 1976 in Book 310 at Page 716 and as set forth in Easement Agreement recorded May 10, 1976 in Book 311 at Page 678. 13. Permanent Easements as granted to the City of Aspen as set forth in instruments recorded November 10, 1981 in Book 417 at Page 221 as Reception No. 237050 and recorded November 10, 1981 in Book 417 at Page 222 as Reception No. 237051. 14. Terms, conditions, obligations, provisions and easements of Easement Agreement as set forth in instrument recorded January 28, 1982 in Book 420 at Page 552 as Reception No. 238661. 15. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting a Rezoning of the Aspen Valley Hospital Property from AF-2 PUD, Growth Management Exemption for Essential Community Facilities and Special Review Approvals for the Construction of an Approximately 3,000 Square Foot Physical Therapy Expansion Resolution No. 87-81, as set forth in instrument recorded February 23, 1988 in Book 557 at Page 620 as Reception No. 297700. 16. Terms, conditions, obligations and provisions of an Ordinance of the Board of County Commissioners of Pitkin County, Colorado, Approving an Intergovernmental Agreement with the Aspen Valley Hospital District to Provide a Health and Human Services Campus at the Aspen Valley Hospital, Establishing a Master Planning Process, and Authorizing a Land Exchange, Ordinance No. 88-16, as set forth in instrument recorded May 23, 1989 in Book 593 at Page 135 as Reception No. 311756. 17. Underground right of way Easement granted unto Holy Cross Electric Association Inc., as set forth in instrument recorded July 6, 1989 in Book 596 at Page 987 as Reception No. 313137. 18. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval for the Aspen Valley Hospital Master Plan, Resolution No. 89-79, as set forth in instrument recorded August 24, 1989 in Book 600 at Page 270 as Reception No. 314457. 19. Permanent Easement granted unto the City of Aspen as set forth in instrument recorded April 3, 1990 in Book 617 at Page 390 as Reception No. 321414. 20. Easements granted unto the Aspen Consolidated Sanitation District, a quasi-municipal corporation of the State of Colorado as set forth in instruments recorded April 3, 1990 in Book 617 at Page 465 as Reception No. 321447, and recorded April 3, 1990 in Book 617 at NOTE: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Aspen, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Policy when issued. NOTE: Policies issued hereunder will be subject to the terms, conditions, and exclusions set forth in the ALTA 1992 Policy form. Copies of the 1992 form Policy Jacket, setting forth said terms, conditions and exclusions, will be made available upon request. PRIVACY POLICY NOTICE PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title of Colorado, Inc. - Aspen Division and Stewart Title Guaranty Company We may collect nonpublic personal information about you from the following sources: • Information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files,or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. File Number: 45626 Stewart Title of Colorado,Inc.-Aspen Division Privacy Policy Notice Page I of I ° ''s $ A S P E N V A L L E Y H O S P I T A 0 4 0 1 C A S T L E C R E E K R O A D ASPEN , C O L O R A D O 8 1 6 1 1 To whom it may concern, This letter will serve as authorization for Sprint to apply for a land use permit for a wireless facility at 401 Castle Creek Road,Aspen Colorado 81611. All questions should be directed to Stephen Selby at Aspen Valley Hospital. Thank you. Stephen Digitally—Stephe�Selby,oApenValley Hospital,ou=fa,llltlee. Selby email=sselbysyaspenhospltal.o,g,a-U= Date'.zon al 2409'921 06'0' Stephen Selby Asst. Director of Facilities Mgmt. Aspen Valley Hospital ph. 970-544-1379; 970-544-1159 fax 970-544-1588 selstavhaspen.orq Sprint Sprint— Network Supplier Performance Management R rri Ct+ Mailstop: KSOPHD0204-2D579 6220 Sprint Parkway -' Overland Park, KS 66251 -' Crrv ,�.,. .tiuriuENT RE: Sprint Ericsson Management Association To Whom It May Concern: In September of 2009 Sprint Nextel (Sprint) entered into a contractual arrangement with Ericsson Services, Inc (Ericsson) to perform certain management functions pertaining to the acquisition of new sites and installation of new facilities for its wireless telecommunications network. Pursuant to that agreement, Sprint has authorized Ericsson's site development managers to act as a representative of Sprint in the performance of all field activities in this regard, including the authority sign site lease agreements, amendments and other documents necessary to complete these real estate development projects. Please be advised that Ericsson has contractually agreed to adhere to all the applicable Sprint and customer security policies and confidentially commitments, and that Ericsson is committed to, and maintains high confidentiality standards of its own. We can, therefore, assure you that the services provided in these matters will be delivered with the same level of care and professionalism as though Sprint were performing these functions through its own employees. Thank you very much for your acceptance of Sprint's representative, Ericsson Services Inc. Sincerely, on behalf of John Harrison, Vice President Network Performance Management Zuma Consultants, Inc. Cj 13969 W. 1st Ave. Golden CO 80401 P: 303-325-5606 F: 303-325-5629 Structural Analysis Site Name: Aspen Valley Hospital Site Number: DN33XC243 For Sprint/Nextel 333 Inverness Dr. South Englewood, CO 80112 Date:8/10/10 Zuma Consultants Inc CI 13969 W. Is'Ave., Golden, CO 80401 P: (303) 325-5606 F: (303)325-5629 August 10, 2010 Brett Pfleger Sprint RE: DN33XC243 "Aspen Valley Hospital" Structural Design Dear Mr. Pfleger: Zuma Consultants performed a structural review for a new platform at the above referenced site. The new Sprint platform shall be placed on the roof of the Obstetrics Addition approximately centered on column line BB in between column lines 13.1 & 15.5. The platform will have the following specifications: I. 10'x20' platform with WI 2x26 main supports beams—one each side with WI Ox15 cross beams and 1-1/4"bar grating. The platform will be supported by the W24x84 roof beams along column lines 13.1 & 15.5 with 4"tube steel posts. 2. The bottom of the beams will be 2'-6" above the roof surface to avoid any snow drifting. 3. The 6' screen wall will be framed with 2-1/2"tube steel posts with 1.5"type B decking as the screen wall material. 4. The Sprint equipment load is up to (5) cabinets with a total weight of 10,000 lbs. 5. The roof was analyzed for a 75 psf snow load and a 17 psf dead load per the original plans. A simultaneous snow load on the roof and platform was analyzed for one load case. 6. A wind load of 32 psf was used to analyze the screen wall. The existing roof beams can safely carry the new Sprint equipment and platform. The existing columns and foundations were not analyzed. See the attached output for load combinations, deflections and reactions. Final design plans will include all the construction details needed for the platform. Please contact us with any questions. Sincerely, 4�Ppp REvsTFy n•: ,•34610 i• }Christopher Scott,PE if4i4r''•. �` S NAL, G , AUG 10 2010 ale ilullilt .- - r, -t ; ii :i i i L laid (.5 ;° e V 'g { �6 Li' tail illit1it I® o°a 3 o I 1 i 3 1 :Hill i = d a ® I ' �3p D t i ! I O ! 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Pont rimamata•09M/201022:01 STAAD/Pro for Windows Release 2000 prim Run 1 of 40 • 1 Job No Sheet NO Rev • C DN33XC243 2 Software licensed to I Part Platform Job Title Aspen Valley Hospital Ref ey KJS Date9-Aug-10 Cnd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22,00 Nodes Node X Y Z (ft) (ft) (ft) 1 17.382 -1.000 -36.248 2 25.194 -1.000 -36.248 3 33.007 1-000 -36.248 • 4 40.819 -1.000 -36.248 5 48.632 -1.000 -36.248 6 17.382 -1.000 -31.748 7 25.194 -1.000 -31.748 • 8 33.007 -1.000 -31.748 9 40.819 -1.000 -31.748 10 48.632 -1.000 -31.748 11 17.382 -1.000 -26.748 • 12 25.194 -1.000 -26.748 • 13 33.007 -1.000 -26.748 • 14 40.819 -1.000 -26.748 15 48.632 -1.000 -26.748 16 17.382 -1.000 -21.748 • 17 25.194 -1.000 -21.748 • 18 33.007 -1.000 -21.748 • 19 40.819 -1.000 -21.748 20 48.632 -1.000 -21.748 21 17.382 -1.000 -16.748 22 25.194 -1.000 -16.748 23 33.007 -1.000 -16.748 24 40.819 -1.000 -16.748 25 48.632 -1.000 -16.748 26 17.382 -1.000 -11.748 27 25.194 -1.000 -11.748 28 33.007 -1.000 -11.748 29 40.819 -1.000 -11.748 • 30 48.632 -1.000 ' -11.748 31 17.382 -1.000 -7.248 32 25.194 -1.000 -7.248 33 33.007 -1.000 -7.248 • 34 40.819 -1.000 -7.248 • • 35 48.632 -1.000 -7.248 36 17.382 -1.000 -24.748 Print Time/Date 091092010 22'01 STAAD/Pro for Windows Release 2000 Pm !Ran 2 of 40 • Jon No Sheet No Rev =` DN33XC243 3 Software licensed tot Pa"Platform Job Tare Aspen Valley Hospital Ref 0Y KJS oate09-Aug-10 Chd client Sprint File DN33XC243.std IDatertime 09-Aug-2010 2100 • Nodes Cont... Node X Y Z (ft) (ft) (ft) • 37 17.382 1.500 -24.748 38 17.382 -1.000 -14.748 39 17.382 1.500 -14.748 40 48.632 -1.000 -14.748 41 48.632 1.500 -14.748 42 48.632 -1.000 -24.748 43 48.632 1.500 -24.748 44 23.007 1.500 -14.748 45 27.007 1.500 -14.748 46 31.007 1.500 -14.748 47 35.007 1.500 -14.748 48 39.007 1.500 -14.748 49 43.007 1.500 -14.748 50 23.007 1.500 -24.748 51 27.007 1.500 -24.748 52 31.007 1.500 -24.748 53 35.007 1.500 -24.748 • 54 39.007 1.500 -24.748 • 55 43.007 1.500 -24.748 56 23.007 1.500 -19.748 57 27.007 1.500 -19.748 58 31.007 1.500 -19.748 59 35.007 1.500 ' -19.748 6D 39.007 1.500 -19.748 61 43.007 1.500 -19.748 62 23.007 7.500 -14.748 63 27.007 7.500 -14.748 64 31.007 7.500 -14.748 65 35.007 7.500 -14.748 66 39.007 , 7.500 -14.748 67 43.007 7.500 -14.748 68 23.007 7.500 -24.748 69 27.007 7.500 -24.748 70 31.007 7.500 -24.748 71 35.007 7.500 -24.748 72 39.007 7.500 -24.748 a Print imer ate.esAanmozz.m STAAD/Pro for Windows Release 2000 Print Run 3 Of<c • I \ \ Job No Sheet No Rev DN33XC243 4 Software licensed to t Pan Platform Job nne Aspen Valley Hospital Ref • By KJS Date09-Aug-10 cnc Dtlent Sprint Fi1e DN33XC243.std IDate/pme 09-Aug-2010 22:00 Nodes Cont... Node X Y Z (ft) (ft) (ft) 73 43.007 7.500 -24.748 74 23.007 7.500 -19.748 75 43.007 7.500 -19.748 76 23.007 4.500 -14.748 77 27.007 4.500 -14.748 78 31.007 4.500 -14.748 79 35.007 4.500 -14.748 80 39.007 4.500 -14.748 81 43.007 4.500 -14.748 82 23.007 4.500 -24.748 83 27.007 4.500 -24.748 84 31.007 4.500 -24.748 85 35.007 4.500 -24.748 86 39.007 4.500 -24.748 87 43.007 4.500 -24.748 88 23.007 4.500 -19.748 89 43.007 4.500 -19.748 Beams Beam Node A Node B Length Property!( p ,degrees) • 1 1 2 7.813 1 0 2 2 3 7.812 1 0 • 3 3 4 7.813 1 0 • .• 4 4 5 7.813 1 0 • i 5 6 7 7.813 1 0 6 7 8 7.812 1 0 7 8 9 7.813 1 0 8 9 10 7.813 1 0 • 9 11 12 7.813 1 0 I 10 12 13 7.812 1 0 11 13 14 7.813 1 0 12 14 15 7.813 1 0 • • 13 16 17 7.813 1 0 • 14 17 18 7.812 ! 1 0 Pant Time/Date 09/08/2010 2a 01 STAAD/Pro for Windows Release 2033 Print Run 4 of 40 ;r \ Joe No Sheet No Rev DN33XC243 5 Software licensed to 1 Pa"Platform Job'nue Aspen Valley Hospital Ref BY KJS oate09-Aug-10 Cnd Client Sprint F11e DN33XC243.std Date/Time 09-Aug-2010 22:0D Beams Cont... Beam Node A Node B Length Property p (ft) (degrees) 15 18 19 7.813 1 0 16 19 20 7.813 1 0 17 21 22 7.813 1 0 18 22 23 7.812 1 0 19 23 24 7.813 1 0 20 24 25 7.813 1 0 21 26 27 7.813 1 0 22 27 28 7.812 1 0 23 28 29 7.813 1 0 • 24 29 30 7.813 1 0 25 31 32 7.813 1 0 26 32 33 7.812 1 0 27 33 34 7.813 1 0 28 34 35 7.813 1 0 • 29 31 26 4.500 2 0 30 26 38 3.000 2 - 0 31 21 16 5.000 2 0 32 16 36 3.000 2 0 33 11 6 5.000 2 0 34 6 1 4.500 2 0 35 35 30 4.500 2 0 36 30 40 3.000 2 0 37 25 20 5.000 2 0 38 20 42 3-000 2 0 39 15 10 5.000 2 0 40 10 5 4.500 2 0 41 36 37 2.500 3 0 42 38 39 2.500 3 0 43 40 41 2.500 3 0 44 42 43 2.500 3 0 45 39 44 5.625 4 0 46 44 45 4.000 4 0 47 45 46 4.000 4 0 48 46 47 4.000 4 0 49 47 48 4.000 4 0 50 48 49 4.000 4 0 Print Time/Date 09h0h2013 22:0' STAAD/Pro for Windows Release 2000 Print Runs 0r 40 Job NO.._-.._ -.._ Sheet No Rev.- \/ DN33XC243 6 Software Lcensed to 1 Pad Platform JobTme Aspen Valley Hospital Ref 5Y KJS Date09-Aug-10 Cbd Client Sprint 5115 DN33XC243.std Date/Doe 09-Aug-2010 22:00 it Beams Cont... Beam Node A Node B Length iProperty R (ft) ',degrees) 51 49 41 5.625 4 0 52 37 50 5.625 4 0 53 50 51 4.000 4 0 54 51 52 4.000 4 0 55 52 53 4.000 4 0 56 53 54 4.000 4 0 57 54 55 4.000 4 0 58 55 43 5.625 4 0 • 59 44 56 5.000 5 0 60 56 50 5.000 5 0 61 45 57 5.000 5 0 62 57 51 5.000 5 0 • 63 46 58 5.000 5 0 . 64 58 52 5.000 5 0 65 47 59 5.000 5 0 66 59 53 5.000 5 0 67 48 60 5.000 5 0 68 60 54 5.000 5 0 69 49 61 5.000 5 0 70 61 55 5.000 5 0 • 71 62 63 4.000 6 0 72 63 64 4.000 6 0 73 64 65 4.000 6 0 74 65 66 4.000 6 0 75 66 67 4.000 6 0 76 68 69 4.000 6 0 • • 77 69 70 4.000 6 0 78 70 71 4.000 6 0 79 71 72 4.000 6 0 . 80 72 73 4.000 6 0 81 62 74 5.000 6 0 82 74 68 5.000 6 0 83 67 75 5.000 6 0 84 75 73 5.000 6 0 • 85 76 77 4.000 6 0 • • 86 i 77 78 4.000 6 0 Print Time/Dam ostoerzo,o 22:0' STAAD/Pro for Windows Release 2000 Pr n Run 6 of 40 Job No Sheet No Rev it DN33XC243 7 - Software licensed to 1 Parr Platform Job-nee Aspen Valley Hospital Ref ar KJS Dat J4Aug-10 Chd Clien' Sprint F11e DN33XC243.std Dale/Tree 09-Aug-2010 22:00 Beams Cont... Beam Node A Node B Length Property p (ft) (degrees) 87 78 79 4.000 6 0 88 79 80 4.000 6 0 89 80 81 4.000 6 0 90 82 83 4.000 6 0 91 83 84 4.000 6 0 92 84 85 4.000 6 0 93 85 86 4.000 6 0 94 86 87 4.000 6 0 95 76 88 5.000 6 0 • 96 88 82 5.000 6 0 97 81 89 5.000 6 0 98 89 87 5.000 6 0 • 99 44 76 3.000 6 0 100 76 62 3.000 6 0 101 45 77 3.000 6 0 102 77 63 3.000 6 0 103 46 78 3.000 6 0 104 78 64 3.000 6 0 105 47 79 3.000 6 0 106 79 65 3.000 6 0 ,!, 107 48 80 3.000 6 0 108 80 66 3.000 6 0 109 49 81 3.000 6 0 110 81 67 3.000 6 0 111 61 89 3.000 6 0 112 89 75 3.000 6 0 113 55 87 3.000 6 0 114 87 73 3.000 6 0 115 54 86 3.000 6 0 116 86 72 3.000 6 0 117 53 85 3.000 6 0 118 85 71 3.000_ 6 0 119 52 84 3.000 6 0 120 84 70 3.000 6 0 121 51 83 3.000 6 0 122 83 69 3.000 6 0 • Rem Time/Date:osroerzoio 2201 STAAD/Pro for Windows Release 2000 Pnrn Run 7 ot CO 1 Job No Sheet No Rev DN33XC243 8 Software licensed m t Pe^Platform i Job Tire Aspen Valley Hospital Ref 9y KJS Dale09-Aug-10 Coo Client Sprint File DN33XC243.std oaten'ime 09-Aug-2010 22:00 Beams Cont. Beam Node A Node B Length Property 13 (ft) (degrees) 123 50 82 3.000 6 0 124 82 68 3.000 6 0 125 56 88 3.000 6 0 126 88 74 3.000 6 0 127 50 57 6.403 7 0 128 44 57 6.403 7 0 129 49 60 6.403 7 0 130 55 60 6.403 7 0 131 44 77 5.000 7 0 132 77 62 5.000 7 0 133 67 80 5.000 7 0 134 80 . 49 5.000 7 0 135 73 86 5.000 7 0 136 86 55 5.000 7 0 137 68 83 5.000 7 0 138 83 50 5.000 7 0 139 68 88 5.831 7 0 140 88 50 5.831 7 0 141 73 89 5.831 7 0 142 89 55 5.831 7 0 143 36 11 2.000 2 0 144 38 21 2.000 2 0 145 40 25 2.000 2 0 146 42 15 2.000 2 0 Section Properties Prop Section Area In, la J Material (in2) (ina) (in4) (ina) 1 W12X19 5.570 3.800 130.000 0.166 - 2 W24X84 24.700_ 94.400 2.37E 3 3.553 - 3 TUB40403 2.770 6.600 6.500 10.390 - 4 W12X26 7.650 17.300 204.000 0.285 - i 5 W10X15 4.410 2.900 68.900 0.092 - 6 TUB25253 1.640 1.400 1.400 2.319 - 7 TUB20203 1.270 0.700 0.700 1.116 - _ e---- 0 Print Print TimefData 09t0e/2010 22'of STAAD/Pro for Windows Release 2000 Print Run aw 40 Jo Rev ,ac-4: Job Sheel No Rev DN33XC243 9 Software licensed to 1 Part Platform Job Tale Aspen Valley Hospital Ref By KJS Daie09-Aug-10 Cnd Cl1ent Sprint F'l DN33XC243.str1 Daterrtrne 09-Aug-2010 22:00 • • Materials Mat Name E G v Density a (kip/In2) (kip/in2) (kip/in3) (112F) 1 Steel 29E 3 11.2E 3 0.300 0.000 6E-6 2 Concrete 3.15E 3 1.35E 3 0.170 0.000 6.5E-6 3 Aluminum 10E 3 3.76E 3 0.330 0.000 13E-6 Supports Node X Y Z rX rY rZ ftl (Ibf/ft) (Ibf/ft) (Ibf/ft(Ibf/ft) (Ibf/ft) (Ibf/ft) (Ibf/rad) (Ibf/rad) (Ibf/rad) 1 Fixed Fixed Fixed Fixed - - 5 Fixed Fixed Fixed Fixed - - 31 Fixed Fixed Fixed Fixed - - • 35 Fixed Fixed Fixed Fixed - - • Basic Load Cases Number Name 1 DEAD 2 SNOW 3 SNOW PLATFORM • 4 WIND X • 5 WIND Z 6 SPRINT CABINET Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 7 1.2D 1.6S.8WX 1 DEAD 1.20 6 SPRINT CABINET 1.20 2 SNOW 1.60 • 4 WINDX 080 8 1.2D1.6S.8WZ 1 DEAD 1.20 6 SPRINT CABINET 1.20 2 SNOW 1.60 5 WINDZ 0.80 9 1.2D 1.6WX.5S 1 DEAD 120 Print Time/Dale:09/0B/201D22 of STAAD/Pro for Windows Release 2000 Print R u—s Si 9.0 Job No $heel No Rev kr/' DN33XC243 10 \ y soLwzre licensed to 1 Pen Platform Job Title Aspen Valley Hospital Re! i By KJS Da'©9-Aug-10 ad Client Sprint File DN33XC243.std IDalefl'i 1Q 09-Aug-2010 22:00 Combination Load Cases Cont... Comb. Combination LIC Name Primary Primary UC Name Factor 6 SPRINT CABINET 1.20 4 WINDX 1.60 2 SNOW 0.50 10 1.2D 1.6W7 5S 2 SNOW 0.50 1 DEAD 1.20 6 SPRINT CABINET 1.20 5 WIND Z 1.60 11 DOUBLE SNOW WITH WIND Z 1 DEAD 1.20 • 6 SPRINT CABINET 1.20 2 SNOW 1.60•• 3 SNOW PLATFORM 1.60 • 5 WIND Z 0.80 Node Displacements Node UC X Y Z Resultant rX I rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 1 1:DEAD 0.000 0.000 0.000 0.000 0.00000 0.00000 -0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 -0.00173 0.00090 5:WIND Z 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 7:1.2D 1.6S .81 0.000 0.000 0.000 0.000 0.00000 -0.00139 -0-00110 8:1.2D 1.6S .81 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 9:1.2D 1.6WX. 0.000 0.000 0.000 0.000 0.00000 -0.00277 -0.00110 , 10:1.2D 1.6W2 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 11:DOUBLE SI 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 2 1:DEAD 0.000 -0.077 -0.000 0.077 0.00000 0.00000 -0.00063 2:SNOW 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 4:WIND X _ 0.000 0.000 0.061 0.061 0.00000 0.00022 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 ' 0.00000 0.00000 7:1.2D 1.6S .8\ 0.000 -0.093 0.049 0.105 0.00000 0.00017 -0.00076 8:1.2D 1.6S .8\ 0.000 -0.093 0.000 0.093 0.00000 -0.00000 -0.00076 Rnmrmeroaie 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 10 0140 �� 1_.._ I Job NO _ ... sheet No Rev _... III\\\Hrgi DN33XC243 11 ������ Software licensed to 1 Part Platform Joe Tine Aspen Valley Hospital Ref I 6Y KJS oa'€09-Aug-10 ow Client Sprint File DN33XC243.std oalerrif 09-Aug-2010 22:00 Node Displacements Cont... i Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 9:1.201.61/4/X. D.000 -0.093 0.097 0.135 0.00000 0.00035 ' -0.00076 10:1.20 1.6W2 0.000 -0.093 0.000 D.093 0.00000 -0.00000 -0.00076 11:DOUBLE SI 0.000 -0.093 0.000 0.093 0.00000 -0.00000 -0.00076 3 1:DEAD 0.000 -0.109 -0.000 0.109 0.00000 -0.00000 -0.00000 2:SNOW 0.000 0.000 -0.000 0.000 _ 0.00000 -0.00000 -0.00000 3:SNOW PLAT 0_000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 • • 4:WIND X 0.000 -0.000 0.000 0.000 0.00000 0.00087 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 7:1.20 1.6S .8\ 0.000 -0.130 -0.000 0.130 0.00000 0.00069 -0.00000 8:1.20 1.6S .8\ 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 9:1.20 1.6WX. 0.000 -0.130 -0.000 0.130 0.00000 0.00139 -0.00000 10:1.20 1.6W? 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 11:DOUBLE SI 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 4 1:DEAD 0.000 -0.077 -0.000 0.077 0.00000 -0.00000 0.00063 2:SNOW 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 -0-000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 -0.000 -0.061 0.061 0.00000 0.00022 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 0.00000 0.00000 • 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 • 7:1.2D 1.6S .81 0.000 -0.093 -0.049 0.105 0.00000 0.00017 0.00076 ' 8:1.20 1.6S .81 0.000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 9:1.2D 1.6WX. 0.000 -0.093 -0.098 0.135 0-00000 0.00035 0.00076 10:1.20 1.6W? 0-000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 11:DOUBLE Sr 0.000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 5 1:DEAD 0.000 0.000 0.000 0.000 0.00000 -0.00000 • 0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 -0.00173 0.00000 5:WIND Z 0:000 0.000 0.000 _ 0.000 0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 7:1.201.65 .8\ 0.000 0.000 0.000 0.000 0.00000 -0.00139 0.00110 8:1.2D 1.6S .81 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00110 9:1.20 1.6WX 0.000 0.000 0.000 0.000 0.00000 -0.00278 0.00110 • 10:1.2D 1.6W2 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00110 • 11:DOUBLE SI 0.000 0.000 0.000 1 0.000 0.00000 0.00000 0.00110 Print nmeioate.09/09201022 01 STAAD/Pro for Windows Release 2000 Run 11 or 40 Job No Sheet No 1 Rev ■iii' DN33XC243 12 LL❑���1� Software nconsedtoi Pa^Platform Job rice Aspen Valley Hospital Ref BY KJS DdteO9-Aug-10 Chd Client Sprint fi1B DN33XC243std Date/nme 09-Aug-2010 22:00 Node Displacements Cont... Node LIC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 6 1:DEAD 0.000 -0.016 -0.000 0.016 D.00034 -0.00000 -0.00092 2:SNOW -0.000 -0.042 -0.000 0.042 0.00090 -0.00000 0.00000 • 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 0.00013 -0.00000 0.00000 i 4:WIND X -0.092 -0.000 -0.000 0.092 0.00001 -0.00159 0.00000 5:WINDZ 0.000 0.001 0.000 0.001 -0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 -0.000 0.004 0,00009 -0.00000 0.00000 7:1.2D 1.6S .81 -0.073 -0.091 -0.000 0.117 0.00197 -0.00127 -0.00110 8:1.2D 1.6S .81 0-000 -0.090 0.000 0.090 0.00196 0.00000 -0.00110 9:1.2D 1.6WX -0.147 -0.045 -0.000 0.153 0.00098 -0.00254 -0.00110 • 10:1.20 1.6WZ 0.000 -0.043 0.000 0.043 0.00095 0.00001 -0-00110 • 11:DOUBLE Si 0.000 -0.099 0.000 0.099 0.00217 0.00000 -0.00110 7 1:DEAD 0.000 -0.093 0.000 0.093 0.00034 -0.00000 -0.00063 • 2:SNOW -0.000 -0.042 0.000 0.042 0.00090 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 -0.00000 0.00000 4:WIND X -0.092 -0.000 0.056 0.107 0.00000 0.00020 0.00000 • . i 5:WIND Z 0.000 0.001 -0.000 0.001 -0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 0.000 0.004 0.00009 -0.00000 0.00000 7:1.2D 1.6S .8\ -0.073 -0.183 0.045 0.203 0.00197 0.00016 -0.00076 • 8:1.2D 1.6S .8\ 0.000 -0.183 -0.000 0.183 0.00196 0.00000 -0.00076 • 9:1.2D 1.6WX. -0.147 -0.137 0-089 0.220 0.00098 0.00032 -0.00075 10:1.2D 1.6W2 0.000 -0.136 -0.000 0.136 0.00095 0.00000 -0.00076 11:DOUBLE Sr 0.000 -0.192 -0.000 0.192 0.00217 0.00000 -0.00076 8 1:DEAD 0.000 -0.124 0.000 0.124 0.00034 -0.00000 4).00000 • 2:SNOW 0.000 -0.042 0.000 0.042 0.00090 -0.00000 -0.00000 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 0.00000 -0.00000 I 4:WIND X -0.092 -0.000 -0.000 0.092 0.00000 0.00079 0.00000 5:WIND Z 0.000 0.001 -0.000 0.001 -0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 0.000 0.004 0.00009 0.00000 0.00000 7:1.2D 1.6S .8\ -0.073 -0.221 0.000 0.233 0.00197 0.00063 0.00000 8:1.2D 1.65.81 -0.000 -0.220 -0.000 0.220 0.00196 0.00000 -0.00000 9:1.20 1.6WX. -0.147 -0.174 0.000 0.228 0.00097 0.00127 0.00000 10:1.2D 1.6W2 -0.000 -0.173 -0.000 0.173 0.00095 0.00000 -0.00000 • 11:DOUBLE Sr -0.000 -0.229 -0.000 0.229 0.00217 0.00000 -0.00000 9 1:DEAD -0.000 -0.093 0.000 0.093 0.00034 0.00000 0.00063 2:SNOW 0.000 -0.042 0.000 0.042 0.00090 0.00000 -0.00000 • 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 0.00000 -0.00000 R_--_ Prot rnotooto osroanom 22 of STAAD7Pro for Windows Release 2000 Pr m Run 12 of 40 ii�I Job No Sheet No Rev DN33XC243 13 Software licensed tot Pa^Platform Jos Tale Aspen Valley Hospital Ref By KJS 0e1%9-Aug-10 Cna Client Sprint File DN33XC243.std Dale/rime 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 4:WINDX -0.092 0.000 -0.056 0.107 -0.00000 0.00020 0.00000 5:WIND Z -0.000 0.001 -0.000 0.001 -0.00001 -0.00000 0.00000 • 6:SPRINT CAE -0.000 -0.004 0.000 0.004 0.00009 0.00000 -0.00000 • 7:1.20 1.6S .8\ -0.073 -0.183 -0.045 0.202 0.00197 0.00016 D.00076 • 8a20 1.6S .8\ -0.000 -0:183 -0.000 0.183 0.00196 -0.00000 0.00076 • 9:1.2D 1.6WX -0.147 -0.137 -0.089 0.220 0.00097 0.00032 0.00076 • 10:1.2D 1.6WZ -0.000 -0.136 -0.000 0.136 0.00095 -0.00000 0.00076 • 11:DOUBLE St -0.000 -0.192 -0.000 0.192 0.00217 -0.00000 0.00076 10 1:DEAD -0.000 -0.016 -0.000 0.016 0.00034 0.00000 0.00092 • • 2:SNOW 0.000 -0.042 -0.000 0.042 0.00090 0.00000 -0-00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 0.00013 0.00000 -0.00000 4:WIND X -0.092 0.000 0.000 0.092 -0.00001 -0.00159 0.00000 • 5:WIND Z -0.000 0.001 0.000 0.001 -0.00001 -0.00000 0.00000 • 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 0.00009 0.00000 -0.00000 i 7:1.2D 1.6S .8\ -0.073 -0.091 -0.000 0.117 0.00196 -0.00127 0.00110 8:1.20 1.6S.8\ -0.000 -0.090 0.000 0.090 0.00196 -0.00000 0.00110 9:1.20 1.6WX . -0.147 -0.044 0.000 0.153 0.00096 -0.00254 0.0011D 10:1.2D 1.6WZ -0.000 -0.043 0.000 0.043 0.00095 -0.00001 0.00110 11:DOUBLE SI -0.000 -0.099 _ 0.000 0.099 0.00217 -0.00000 0.00110 • 11 1:DEAD -0.000 -0.040 -0.000 0.040 0.00030 -0.00000 -0.00085 2:SNOW -0.000 -0.105 -0.000 0.105 0.00076 0.00000 0.00000 3:SNOW PLAT -0.000 -0.016 -0.000 0.016 0.00013 -0.00000 0.00001 4:WINDX -0.172 -0.001 -0.000 0.172 0.00001 -0.00099 0.00013 5:WIND Z 0.000 0.001 0.000 0.001 -0.00000 -0.00000 -0.00000 • 6:SPRINT CAE -0.000 -0.011 -0.000 0.011 0.00009 -0.00000 0.00001 7:1.2D 1.6S .8\ -0.138 -0.229 -0.000 0.268 0.00168 -0.00080 -0.00091 8:1.20 1.6S .8\ 0.000 -0.228 0.000 0.226 0.00168 -0.00001 -0.00102 9:1.20 1.6WX. -0.275 -0.114 -0.000 0.298 0-00085 -0.00159 -0.00081 10:1.2D 1.6W2 0.000 -0.111 0.000 0.111 0.00084 -0.00001 -0.00102 11:DOUBLE SI 0.000 -0.253 0.000 0.253 0.00189 -0.00001 -0.00101 12 1:DEAD -0.000 -0.113 0.000 0.113 0.00030 -0.00000 -0.00050 2:SNOW -0.000 -0.105 -0.000 0.105 0.00076 0.00000 0.00000 • • 3:SNOW PLAT .. -0.000 -0.015 0.000 , 0.015 0.00013 -0.00000 0.00000 4:WIND X -0.172 0.004 0.035 0.175 0.00000 0.00012 -0.00001 5:WIND Z 0.000 0.001 0.000_ 0.001 -0.00000 -0.00000 -0.00000 6:SPRINT CAE -0.000 -0.010 0.000 0.010 0.00009 -0.00000 0.00000 ease Print TimelOate'09/Ce/2010DO1 --- - -- STAAD/Pro for Windows Release 2000 Print Run 13 o!40 iIti Job No __-_- Sheet No Rev DN33XC243 14 Software licensed tot Ran Platform Job Tele Aspen Valley Hospital Ref ev KJS 821N9-Aug-10 CM Client Sprint File DN33XC243,std Dalertime 09-Aug-2010 22:00 • Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 7:1.2D 1.6S .8\ -0.137 -0.312 0.028 0.343 0.00168 0.00010 -0.00072 i 8:1.2D 1.6S .8\ 0.000 -0.315 0.001 0.315 0.00168 -0.00000 -0.00072 9:1.20 1.6WX -0.275 -0.194 0.056 0.341 0.00085 0.00020 -0.00073 10:1.20 1.6WZ 0.000 -0.198 0.001 0.198 0.00084 -0.00001 -0.00072 11:DOUBLE SI 0.000 -0.339 0.001 0.339 0.00189 -0.00000 -0.00071 • 13 1:DEAD 0.000 -0.143 0.000 0.143 0.00030 -0.00000 -0.00000 • 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.015 0.000 0.015 0.00013 0.00000 -0.00000 4:WIND X -0.172 -0.000 -0.000 0.172 0.00000 0.00049 -0.00006 5:WIND Z 0.000 0.001 0.001 0.001 -0.00000 -0.00000 -0.00000 6:SPRINT CAE -0.000 -0-010 0.000 0.010 0.00009 0.00000 0.00000 7:120 1.6S .8\ -0.137 -0.351 0.000 0.377 0.00168 0.00040 -0.00005 8:1.20 1.6S .8\ -0.000 -0.350 0.001 0.350 0-00168 0.00000 -0.00000 9:1.20 1.6WX . -0.275 -0.236 0.000 0.362 0.00084 0.00079 -0.00009 10:1.20 1.6WZ -0.000 -0.234 0.001 0.234 0.00084 0.00000 -0.00000 11:DOUBLE SI -0.000 -0.374 0.001 0.374 0.00189 0.00000 -0.00000 14 1:DEAD 0.000 -0.113 0.000 0.113 0.00030 0.00000 0.00060 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 -0.00000 3:SNOW PLAT 0.000 -0.015 0.000 0.015 0.00013 0.00000 -0.00000 4:WINDX -0.172 -0.004 -0.035 0.175 -0.00000 0.00012 -0.00001 5:WIND Z -0.000 0.001 0.000 0.001 -0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 -0.010 0.000 0.010 0.00009 0.00000 -0.00000 7:1.20 1.6S .8\ -0.137 -0.319 -0.028 0.349 0.00168 0.00010 0.00071 8:1.2D 1.6S .8\ -0.000 -0.315 0.001 0.315 0.00168 0.00000 0.00072 ' 9:1.20 1.6WX . -0.275 -0.207 -0.055 0.348 0.00084 0.00020 0.00070 ', 10:1.2D 1.6WZ -0.000 -0.198 0.001 0.198 0.00084 0.00001 0.00072 11:DOUBLE SI -0.000 -0.339 0.001 0.339 0.00189 0.00000 0.00071 15 1:DEAD 0.000 -0.040 j -0.000 0.040 0.00030 0.00000 0.00085 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 -0.00000 3:SNOW PLAT 0.000 -0.016 -0.000 0.016 0.00013 i 0.00000 -0.00001 • I 4,,WINDX -0.172 0.001 0.000 0.172 -0.00000 -0.00099 0.00013 5:WIND Z -0.000 0.001 0.000 0.001 -0.00000 0.00000 0.00000 • • 6:SPRINT CAE 0.000 -0.011 -0.000 0.011 0.00009 0.00000 -0.00001 7:1.20 1.6S .81 -0.137 -0.228 -0.000 0.267 0.00168 -0.00079 0.00112 8:1.2D 1.6S .8\ -0.000 -0.228 0.000 _ 0.228 0.00168 0.00001 0.00102 . 9:1.20 1.6WX -0.275 -0.112 -0.000 0.297 0.00084 -0.00158 0.00123 Pent Time/Date 09/08/2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 14 of 40 Job No Sheet 'c Rev y \/ DN33XC243 15 software licensed tc f Pan Platform '.. Job Tare Aspen Valley Hospital Ref 8Y KJS Date09-Aug-10 Cnd Cue° Sprint F11e DN33XC243.std Datertime 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 10:1.20 1.6WZ -0.000 -0.111 0.000 0.111 0.00084 0.00001 0.00102 11:DOUBLE SI -0.000 -0.253 0.000 0.253 0.00189 0.00001 0.00101 16 1:DEAD -0.000 -0.051 -0.000 0.051 0.00000 0.00000 -0.00087 2:SNOW 0.000 -0.132 -0.000 0.132 -0.00000 -0.00000 ' 0.00000 3:SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 0.00001 4:WIND X -0.203 -0.001 0.000 0.203 0.00000 -0.00005 0.00009 5:WIND Z -0.000 0.001 0.000 0.001 • 0.00001 0.00001 -0.00000 6:SPRINTCAE -0.000 -0.014 -0.000 0.014 0.00000 0.00000 0.00000 7:1.201.65 .81 -0.163 -0.289 -0.000 0.332 0.00000 -0.00003 -0.00097 8:1.20 1.6S .81 -0.000 -0.288 0.000 0.288 0.00001 0.00001 -0.00104 9:1.20 1.6WX -0.325 -0.145 -0.000 0.356 0.00000 -0.00007 -0.00089 10:1.2D 1.6WZ -0.000 -0.142 0.000 0.142 0.00002 0.00002 -0.00104 11:DOUBLE SI , -0.000 -0.320 0.000 0.320 0.00001 0.00001 -0.00103 17 1:DEAD -0-000 -0.125 -0.000 0.125 0.00000 0.00000 -0.00061 2:SNOW 0.000 -0.132 0.000 0.132 -0.00000 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 0.00000 4:WIND X -0.203_ 0.003 0.002 0.203 0.00000 0.00001 -0.00001 5:WIND Z -0.000 0.001 -0.001 0.001 0.00001 0.00001 -0.00000 6:SPRINTCAE -0.000 -0.013 -0.000 0.013 0.00000 0.00000 0.00000 7:1.20 1.6S .81 -0.163 -0.375 0.001 0.409 0.00000 0.00001 -0.00073 8:1.20 1.6S .8% -0.000 -0.376 -0.001 0.376 0.00001 0.00001 -0.00073 9:1.20 1.6WX -0.325 -0.228 0.002 0.397 0.00000 0.00001 -0.00074 10:1.2D 1.6WZ -0.000 -0.230 -0.002 0.230 0.00002 0.00001 -0.00073 11:DOUBLE SI I -0.000 -0.408 -0.001 0.408 0.00001 0.00001 -0.00072 18 1:DEAD 0.000 -0.155 -0.000 0.155 0.00000 0.00000 -0.00000 2:SNOW 0.000 -0.132 0.000 0.132 -0.00000 0.00000 0.00000 3:SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 -0.00000 4:WIND X -0.203 -0.000 0.000 0.203 0.00000 0.00002 -0.00004 5:WIND Z 0.000 0.001 -0.001 0.001 0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.013 -0.000 0.013 0.00000 0.00000 0-00000 7:1.20 1.6S .81 -0.163 -0.413 -0.000 0.444 0.00000 0.00002 -0.00003 8:1.2D 1.6S .81 -0.000 -0.412 -0.001 0.412 0.00001 0.00000 -0.00000 9:1.20 1.6WX -0.325 -0.268 -0.000 0.421 0.00000 0.00004 -0.00006 10:1.20 1.6WZ -0.000 -0.266 -0.002 0.266 0.00002 -0.00000 -0.00000 11:DOUBLE SI -0.000 -0.444 -0.001 0.444 0.00001 0.00000 -0.00000 19 1:DEAD 0.000 -0.125 -0.000 0.125 0.00000 -0.00000 0.00061 Print Time/Date.09,05/2010 22:01 STAAD/Pro for Windows Release 2000 Pant Run 15 of 40 , Job No ---- Sheet No Rev �//� _-.. DN33XC243 16 ❑�`� Software licensed toy P8"Platform 'Job rune Aspen Valley Hospital Re( BY KJS Oa1e09-Aug-10 Cud Client Sprint File DN33XC243.std oatemme 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 2:SNOW -0.000 -0.132 0.000 0.132 -0.00000 0.00000 -0.00000 • 3:SNOW PLAT 0.000 -0.020 -0.000 0.020 0.00000 -0.00000 -0.00000 4:WIND X -0.203 -0.003 -0.002 0.203 -0.00000 0.00001 -0.00001 5:WIND Z 0.000 0.001 -0.001 0.001 0.00001 -0.00001 0.00000 I 6:SPRINT CAE 0.000 -0.013 -0.000 0.013 0.00000 -0.00000 -0.00000 7:1.2D 1.6S .81 -0.163 -0.379 -0.002 0.413 0.00000 0.00000 0.00072 8:1.201.65 .8\ 0.000 -0.376 -0.001 0.376 0.00001 -0.00001 0.00073 9:1.20 1.6WX. -0.325 -0.236 -0.003 0.402 0.00000 0.00001 0.00072 10:1.2D 1.6WZ 0.000 -0.230 -0.002 0.230 0.00002 -0.00001 0,00073 11:DOUBLE SI 0.000 -0.408 -0.001 0.408 0.00001 -0.00001 0.00072 20 1:DEAD 0.000 -0.051 -0.000 0.051 0.00000 -0.00000 0.00087 2:SNOW -0.000 -0.132 -0.000 0.132 -0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 -0.020 -0.000 0.020 0.00000 -0.00000 -0.00001 ' 4:WINDX -0.203 0.001 -0.000 0.203 -0.00000 -0.00005 0.00009 5:WIND Z 0.000 0.001 0.000 0.001 0.00001 -0-00001 0.00000 6:SPRINT CAE 0.000 -0.014 -0.000 0.014 0.00000 -0.00000 -0.00000 7:1.2D 1.6S .81 -0.163 -0.288 -0.000 0.331 0.00000 -0.00004 0.00112 8:1.2D 1.6S .81 0.000 -0.288 0.000 0.288 0.00001 -0.00001 0.00104 9:1.2D 1.6WX -0.325 -0.142 -0.000 0.355 0.00000 -0.00008 0.00119 10:1.20 1.6WZ 0.000 -0.142 0.000 0.142 0.00002 -0.000021 0.00104 11:DOUBLE SI 0,000 -0.320 0.000 0.320 0.00001 -0.00001 0.D0103 21 1:DEAD -0.000 -0.041 0.000 0.041 -0.00029 -0.00000 -0.00085 2:SNOW 0.000 -0.105 0.000 0.105 -0.00076 -0.00000 -0.00000 3:SNOW PLAT -0.000 -0.017 0,000 0.017 -0.00011 -0.00000 0.00001 4:WINDX -0.179 -0.001 - 0.000 0.179 -0.00000 0.00086 0.00016 5:WIND Z 0.000 0.000 0.000 0.000 0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.011 0.000 0.011 -0.00007 -0.00000 0.00001 7:1.20 1.6S .81 -0.143 -0.231 0.000 0.271 -0.00165 0.00069 -0.00089 8:1.2D 1.65 .8\ 0.000 -0.230 0.000 I 0.230 -0.00163 -0.00001 -0.00101 9:1.20 1.6WX -0.286 -0.116 0.000 0.308 -0.00082 0.00138 -0.00076 10:1.201.6W2 0.000 -0.114 0.000 0.114 -0.00079 -0.00001 -0.00101 • 11:DOUBLE SI 0.000 -0.257 0.000 0.257 -0.00181 -0.00001 -0.00100 • 22 1:DEAD -0.000 -0.113 0.000 0.113 -0.00029 -0.00000 -0.00060 2:SNOW 0.000 -0.105 0.000 0.105 -0.00076 -0.00000 -0.00000 I 3:SNOW PLAT -0.000 -0.016 0.000 0.016 -0.00011 -0.00000 0.00000 4:WIND X -0.179 I 0.005 -0.030 0.181 -0.00000 -0.00011 -0.00001 • Prmtrlmel°are:09108rz01022 01 STAAD/Pro for Windows Release 2000 Print Run 16 of 40 I\ r i DW J Sheet No Rev yC DN33XC243 17 S09ware licensed to 1 Fart Platform Job Title Aspen Valley Hospital Ref By KJS oatE09-Aug-10 Dnd Client Sprint File DN33XC243.std Date/rime 09-Aug-2010 22:00 Node Displacements Cont... Node VC X 1 Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 5:WINDZ 0.000 0.000 0.000 0.001 0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.011 0.000 0.011 -0.00007 -0.00000 0.00000 7:1.20 1.6S .81 -0.143 -0.313 -0.024 0.345 -0.00165 -0.00009 -0.00073 8:1.2D 1.65.8\ 0.000 -0.317 0.001 0.317 -0.00163 -0.00000 -0.00071 9:1.2D 1.6WX. -0.286 -0.193 -0.048 0.348 -0.00081 -0.00017 -0.00074 10:1.2D 1.6WZ 0.000 -0.201 0.001 0.201 -0.00079 -0.00000 -0.00071 11:DOUBLE St 0.000 -0.342 0.001 0.342 -0.00181 -0.00000 -0.00071 23 1:DEAD 0.000 -0.143 0.000 0.143 -0.00029 0.00000 -0.00000 • 2:SNOW 0.000 -0.105 0.000 0.105 -0.00076 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.016 0.000 0.016 -0.00011 -0.00000 -0.00000 • • 4:WIND X -0.179 -0.000 -0.000 0.179 -0.00000 -0.00043 -0.00007 5:WIND Z 0.000 0.000 0.000 0.001 0.00001 0.00000 -0.00000 6:SPRINT CAE -0.000 -0.011 0.000 0.011 -0.00007 -0.00000 -0.00000 7:1.2D 1.6S .8\ -0.143 -0.352 0.000 0.380 -0.00165 -0.00035 -0.00006 • 8:1.20 1.6S .8\ -0.000 -0.352 0.001 0.352 -0.00163 -0.00000 -0.00000 • 9:1.2D 1.6WX. -0.286 -0.237 0.000 0.371 -0.00081 -0.00069 -0.00012 • • • • 10:1.20 1.6W2 -0.000 -0.236 0.001 0.236 -0.00079 -0.00000 -0.00000 11:DOUBLE SI -0.000 -0.377 0.001 0.377 -0.00181 -0.00000 -0.00000 • 24 1:DEAD 0.000 -0.113 0.000 0.113 -0.00029 0.00000 0.00060 I 2:SNOW -0.000 -0.105 0.000 0.105 -0.00076 0.00000 0.0000D • 3:SNOW PLAT 0.000 -0.016 0.000 0.016 -0.00011 0.00000 -0.00000 • 4:WINDX -0.179 -0.005 0.030 0.181 0.00000 -0.00011 -0.00001 • 5:WIND Z -0.000 0.000 0.000 0.001 0.00001 0.00000 -0.00000 • • • 6:SPRINT CAE 0.000 -0.011 0.000 0.011 -0.00007 0.00000 -0.00000 7:1.2D 1.6S .8\ -0.143 -0.321 0.025 0.352 -0.00164 -0.00008 0.00070 ! 8:1.20 1.65 .8\ -0.000 -0.317 0.001 0.317 -0.00163 0.00000 0.00071 • 9:1.2D 1.6WX. -0.286 -0.210 0.049 0.358 -0.00081 -0.00017 0.00069 • . 10:1.201.6W? -0.000 -0.201 0.001 0.201 -0.00079 0.00000 0.00071 • 11:DOUBLE St -0.000 -0.342 0.001 0.342 -0.00181 0.00000 0.00071 25 1:DEAD 0.000 -0.041 0.000 0.041 -0.00029 0.00000 0.00085 •• 2:SNOW -0.000 -0.105 0.000 0.105 -0.00076 0.00000 0.00000 • • 3:SNOW PLAT 0.000 -0.017 0.000 0.017 -0,00011 0.00000 -0.00001 • 4:WIND X -0.179 0.001 -0.000 0.179 0.00000 0.00086 0.00016 5:WINDZ -0.000 0.000 0.000 0.000 0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.011 0.000 0.011 -0.00007 0.00000 -0.00001 •• • 7:1.20 1.6S .81 -0.143 -0.230 -0.000 0.270 -0.00164 0.00070 0.00114 • • Print Time/Dale 09/0812010 22 01 STAAD/Pro for Windows Release 2000 Print Run 17 ot 40 Job No Sheet ND Rev DN33XC243 18 \� Software licensed tot Part Platform Job Title Aspen Valley Hospital Ref eY KJ5 Dale09-Aug-10 DNd Client Sprint Fe DN33XC243.std DateAlme 09-Aug-2010 22:00 Node Displacements Cont... Node L!C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 8:1.2D 1.6S .8\ -0.000 -0.230 0.000 0.230 -0.00163 0.00001 0.00101 9:1.2D 1.6WX. -0.286 -0.114 -0.000 I 0.307 -0.00080 0.00139 0.00127 10:1.20 1.6W2 -0.000 -0.114 0.000 0.114 -0.00079 0.00001 0.00101 11:DOUBLE SI -0.000 -0.257 0.000 0.257 -0.00181 0.00001 0.00100 26 1:DEAD -0.000 -0.016 0.000 0.016 -0.00035 0.00000 -0.00087 2:SNOW -0.000 -0.042 0.000 0.042 -0.00090 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.007 0.000 0.007 -0-00015 0.00000 0.00001 4:WIND X -0.100 I -0.000 0.000 0.100 -0.00001 0.00168 0.00011 5:WIND Z -0.000 1 -0.000 0.000 0.000 0.00000 0.00001 0.00000 6:SPRINT CAE -0.000 1 -0.004 0.000 0.004 -0.00010 0.00000 0.00000 7:1.2D 1.6S .8\ -0.080 -0.093 0.000 0.123 -0.00199 0.00135 -0.00096 8:1.2D 1.6S .8\ -0.000 -0.093 0.000 0 093 1 -0.00199 0.00001 -0.00104 9:1.2D 1.6WX. -0.160 -0.047 0.000 0.167 1 -0.00100 0.00269 -0.00087 10:1.2D 1.6W2 -0.001 -0.047 0.000 0.047 -0.00099 0.00002 -0.00104 11:DOUBLE SI -0.000 -0.104 0.000 0.104 -0.00222 0.00001 -0.00103 27 1:DEAD -0.000 -0.091 -0.000 0.091 -0.00035 0.00000 -0.00061 2:SNOW -0.000 -0.042 -0.000 0.042 -0.00090 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 -0.00015 0.00000 0.00000 4:WINDX -0.100 0.003 -0.059 0.116 -0.00000 -0.00021 -0.00001 5:WIND Z -0.000 -0.000 -0.001 0.001 0.00000 0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 -0.00010 0.00000 0.00000 7:1.2D 1.6S .8\ -0.080 -0.179 -0.048 0.201 -0.00199 -0.00016 -0.00074 8:1.2D 1.6S .8\ -0.000 -0.181 -0.001 0.181 -0.00199 0.00001 -0.00073 9:1.2D 1.6WX. -0.160 -0.129 -0.095 0.227 -0.00100 -0.00033 -0.00075 10:1.2D 1.6W2 -0.000 -0.135 -0.001 0.135 -0.00099 0.00001 -0.00073 11:DOUBLESI -0.000 -0.192 -0.001 0.192 -0.00222 0.00001 -0.00072 28 1:DEAD 0.000 -0.121 -0.000 0.121 -0.00035 0.00000 -0.00000 2:SNOW 0.000 -0.042 -0.000 0.042 -0.00090 0.00000 0.00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 -0.00015 -0.00000 -0.00000 4:WIND X -0.100 -0.000 0.000 0.100 -0.00000 -0.00084 -0.00005 5:WIND Z 0.000 -0.000 -0.001 0.001 0.00000 0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 -0.00010 -0.00000 -0.00000 7:1.2D 1.65 .81 -0.080 -0.217 -0.000 0.232 -0.00199 -0.00067 -0.00004 8:1.2D 1.6S .8\ -0.000 -0.217 -0.001 0.217 -0.00199 -0.00000 -0.00000 9:1.2D 1.6WX -0.160 -0.171 -0.000 0.234 -0.00099 -0.00134 -0.00008 10:1.2D 1.6W2 -0.000 -0.171 -0.002 0.171 -0.00099 -0.00000 -0.00000 Prim T me/Date.09/08/2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 19 of 4D -_ Job No sneer No Rev DN33XC243 19 Software licensed to r Pen Platform Job Tale Aspen Valley Hospital Ref 92 KJS Da1e09-Aug-10 Chd Ciiem Sprint fi1e DN33XC243.std Daie/Gme 09-Aug-2010 22:00 Node Displacements Cont... Node ' L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 11:DOUBLE SI -0.000 -0.227 -0.001 0.227 -0.00222 -0.00000 -0.00000 29 1:DEAD 0.000 -0.091 -0.000 0.091 -0.00035 -0.00000 0.00061 2:SNOW 0.000 -0.042 -0.000 0.042 -0.00090 -0.00000 0.00000 3:SNOW PLAT 0.000 -0.006 -0.000 0.006 -0.00015 -0.00000 -0.00000 4:WINDX -0.100 -0.004 0.059 0.116 0.00000 -0.00021 -0.00001 5:WIND Z 0.000 -0.000 -0.001 0.001 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 -0.000 0.004 -0.00010 -0.00000 -0.00000 7:1.2D 1.6S .8\ -0.080 -0.184 0-047 0.206 -0.00199 -0.00017 0.00072 8:1.2D 1.6S .8\ 0.000 -0.181 -0.001 0.181 -0.00199 -0.00001 0.00073 9:1.20 1.6WX -0-160 -0.140 0.094 0.233 -0.00099 -0.00034 0.00071 10:1.201.6WZ 0.000 -0.135 -0.001 0.135 -0.00099 -0.00001 0.00073 11:DOUBLE SI 0.000 -0.192 -0.001 0.192 -0.00222 -0.00001 0.00072 • 30 1:DEAD 0.000 -0.016 0.000 0.016 -0.00035 -0.00000 0.00087 • 2:SNOW. 0.000 -0.042 0.000 0.042 -0.00090 -0.00000 0.00000 • 3:SNOW PLAT 0.000 -0.007 0.000 0.007 -0.00015 -0.00000 -0.00001 • 4:WINDX -0.100 0.000 -0.000 0.100 0.00001 0.00168 0.00011 • 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 -0.00001 -0.00000 • 6:SPRINT CAE 0.000 -0.004 0.000 0.004 -0.00010 -0.00000 -0.00000 7:1.2D 1.6S .8\ -0.080 -0.092 0.000 0.122 -0.00198 0.00134 0.00113 8:1.2D 1.65.8\ 0.000 -0.093 0.000 0.093 -0.00199 -0.00001 , 0.00104 9:1.20 1.6WX . -0.160 -0.046 -0.000 0.166 -0.00098 0.00268 0.00121 10:1.2D 1.6WZ 0.001 -0.047 0.000 0.047 -0.00099 -0.00002 0.00104 11:DOUBLE SI 0.000 -0.104 0.000 0.104 -0.00222 -0.00001 0.00103 31 1:DEAD 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00092 2:SNOW 0.000 0.000 0.000 0.000 _ 0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 0.000 0.000 . 0.00000 0.00192 0.00000 5:WIND Z 0.000 0.000 0.000 1 0.000 0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 7:1.20 1.6S .8\ 0.000 0.000 0.000 0.000 0.00000 D.00153 -0.00110 8:1.2D 1.6S .81 0.000 0.000 0.000 0.000 0.00000 0.00000 -0.00110 9:1.20 1.6WX. 0.000 0.000 0.000 0.000 0.00000 0.00306 -0.00110 10:1.20 1.6W2 0.000 } 0.000 0.000 0.000 0.00000 0.00001 -0.00110 11:DOUBLE SI 0.000 0.000 0.000 0.000 0.00000 0.00000 -0.00110 • 32 1:DEAD 0.000 -0.077 _ 0.000 0.077 0.00000 -0.00000 -0.00063 2:SNOW 0.000 -0.000 -0.000 0.000 0.00000 0.00000 -0.00000 Print TimelDaie 09I06I2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 19 of 40 ob _ • Job No Sheet Na Rev SS DN33XC243 20 Software ncensed to Par Platform Job Title Aspen Valley Hospital Ref By KJS oal909-Aug-10 Cm Client Sprint Fi1p DN33XC243.std Ipaiemme 09-Aug-201022:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 • 4:WIND X 0.000 0.000 -0.067 0.067 0.00000 -0.00024 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 • 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 7:1.2D 1.6S .8\ 0.000 -0.093 -0.054 0.107 0.00000 -0.00019 -0.00076 8:1.2D 1.6S .8\ 0.000 -0.093 -0.000 0.093 0-00000 0.00000 -0.00076 9:1.20 1.6WX . 0.000 -0.093 -0.108 0.142 0.00000 -0.00038 -0.00076 • • 10:1.2D 1.6W2 0.000 -0.093 -0.00D 0.093 0.00000 0.00000 -0.00076 11:DOUBLE SI 0.000 -0.093 -0.000 0.093 0.00000 0.00000 -0.00076 33 1:DEAD 0.000 -0.108 0.000 0.108 0.00000 0.00000 -0.00000 2:SNOW 0.000 -0.000 -0.000 0.000 0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 -0.000 0.000 0.000 0.00000 -0.00096 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 0.00000 7:1.20 1.6S .8\ 0.000 -0.130 -0.000 0.130 0.00000 -0.00077 -0.00000 8:1.20 1.6S .8\ 0.000 -0.130 -0.000 0.130 0.00000 -0.00000 -0.00000 9:1.20 1.6WX . 0.000 -0.130 -0.000 0.130 0.00000 -0.00153 -0,00000 10:1.20 1.6WZ 0.000 -0.130 -0.001 0.130 0.00000 -0.00000 -0.00000 11:DOUBLE SI 0.000 -0.130 -0.000 0.130 0.00000 -0.00000 -0.00000 34 1:DEAD 0.000 -0.077 0.000 0.077 0.00000 0.00000 0.00063 2:SNOW 0.000 -0.000 -0.000 0.000 0.00000 -0.00000 0.00000 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 4:WINDX 0.000 -0.000_ 0,067 0.067 0.00000 -0.00024 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 i 7:1.20 1.6S .8\ 0.000 -0.093 0.054 0.107 0.00000 -0.00019 0.00076 8:1.20 1.6S .8\ 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 • 9:1.201.6WX. 0.000 -0.093 0.108 0.142 0.00000 -0.00038 0.00076 10:1.2D 1.6WZ 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 11:DOUBLE SI 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 35 1:DEAD 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 -0.00000 0.00000 • 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 0.00192 0.00000 5:WINDZ 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 Print T molDate 09/05/2010 22 01 STAAD/Pro for Windows Release 2000 Print Rcn 20 or 40 � Job No Sheet No Rev `C DN33XC243 21 Software licensed tot Pan Platform Job Mlle Aspen Valley Hospital Ref 6Y KJS Da1e09-Aug-10 Chd Client Sprint File DN33XC243.std Date/Ilm¢ 09-Aug-201022:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) • 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 7:1.2D 1.6S.8\ 0.000 0.000 0.000 0.000 0.00000 0.00153 0.00110 • 8:1.2D 1.6S .8\ 0.000 0.000 0.000 0.000 D.00000 -0.00000 0.00110 9:1.2D 1.6WX 0.000 0.000 0.000 0.000 0.00000 0.00306 0.00110 10:1.2D 1.6WZ 0.000 0.000 0.000 0.000 0.00000 -0.00001 0.00110 11:DOUBLE SI 0.000 0.000 0.000 0.000 0.00000 -0.00000 0.00110 36 1:DEAD -0.000 -0.047 -0.000 0.047 0.00019 0.00000 -0.00007 2:SNOW 0.000 -0.122 -0.000 0.122 0.00049 0.00000 0.00000 3:SNOW PLAT -0.000 -0.019 -0.000 0.019 0.00008 0.00000 0.00010 4:WINDX -0.191 -0.001 -0.000 0.191 0.00000 -0.00062 0.00468 5:WIND Z -0.000 0.001 0.000 0.001 0.00001 -0.00004 -0.00004 6:SPRINT CAE -0.000 -0.013 -0.000 0.013 0.00006 0.00000 0.00008 7:1.2D 1.68 .81 -0.153 -0.268 -0.000 0.308 0.00109 -0.00049 0.00375 8:1.2D 1.6S .8\ -0.000 -0.266 0.000 0.266 0.00110 -0-00003 -0.00002 9:1.2D 1.6WX -0.306 -0.134 -0.000 0.334 0.00055 -0.00099 0.00750 10:1.2D 1.6W2 -0.000 -0.130 0.000 0.130 0.00056 -0.00006 -0.00004 11:DOUBLE SI -0.000 -0.296 0.000 0.296 0.00123 -0.00003 0.00015 37 1:DEAD -0.002 -0.048 0.004 0.048 0.00013 0.00011 0.00011 2:SNOW 0.000 -0.122 0.011 0.123 0.00032 0.00029 0.00000 3:SNOW PLAT -0.004 -0.020 0.002 0.021 0.00006 0.00005 0.00012 4:WIND X -0.353 -0.001 -0.001 0.353 -0.00007 -0.00008 0.00570 5:WIND Z 0.001 0.002 0.047 0.047 0.00224 -0.00390 -0.00004 6:SPRINT CAE -0.003 -0.014 0.001 0,014 0.00004 0.00003 0.00009 7:1.2D 1.6S .8\ -0.288 -0.270 0.024 0.395 0.00065 0.00058 0.00481 8:1.2D 1.6S .8\ -0.005 -0.268 0.062 0.275 0,00250 -0.00248 0.00021 9:1.2D 1.6WX. -0.570 -0.136 0.010 0.586 0.00025 0.00019 0.00937 10:1.2D 1.6WZ -0.004 -0.132 0.087 0.158 0.00394 -0.00592 0.00018 11:DOUBLE SI -0.010 -0.300 0.065 0.308 0.00259 -0.00240 0.00041 38 1:DEAD -0.000 -0.032 0.000 0.032 -0.00036 -0.00000 -0,00007 2:SNOW -0.000 -0.082 0.000 0.082 -0.00092 -0.00000 -0.00000 3:SNOW PLAT -0.000 -0.013 0.000 0.013 -0.00014 -0.00000 0.00010 4:WINDX -0.153 -0.001 0.000 0.153 -0.00001 0.00123 0.00562 5:WIND Z -0.000 -0.000 0.000 0.000 0.00001 -0.00004 0.00003 6:SPRINT CAE -0.000 -0.009 0.000 0.009 -0.00010 -0.00000 0.00008 . 7:1.2D 1,68 .81 -0.123 -0.181 0.000 0.219 -0.00202 D.00097 0.00451 8:1.2D 1.6S .8\ -0.000 I -0.180 0.000 0.180 I -0.00201 -0.00004 0.00003 Print Time/Date'09ro8rz01022 01 STAAD/Pro for Windows Release 2000 Print Run 21 of 40 • 'l- Job No Sheet NO Rev < DN33XC243 22 • Software licensed to t PO^Platform :Job Tale Aspen Valley Hospital Ref By KJS Da/Q9-Aug-10 cnd Dlieni Sprint File DN33XC243sttl Dale.Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX - rY rZ ' (in) (in) (in) (in) (rad) (rad) (rad) 9:1.2D 1.6WX -0.246 -0.091 0.000 0.262 -0.00101 0.00196 0.00901 10:1.2D 1.6WZ -0.000 -0.090 0.000 0.090 -0.00098 -0.00007 0.00005 11:DOUBLE SI -0.000 -0.202 0.000 0.202 -0.00224 -0.00004 0.00020 39 1:DEAD -0.002 -0.033 -0.009 0.034 -0.00029 -0.00011 0-00011 2:SNOW -0.000 -0.082 -0.024 0.085 -0.00075 -0.00029 -0.00000 3:SNOW PLAT -0.004 -0.015 -0.004 0.016 -0.00011 -0.00005 0.00012 4:WIND X -0.348 -0.001 0.003 0.348 0.00016 0.00024 0.00685 5:WIND Z -0.001 -0.000 0.048 0.048 0.00228 -0.00391 0.00003 6:SPRINT CAE -0.003 -0.010 -0.002 0.011 -0.00008 -0.00003 0.00009 7:1.2D 1.6S .81 -0.283 -0.183 -0.050 0.341 -0.00151 -0.00045 0.00573 8:1.2D 1.6S .81 -0.006 -0.183 -0.015 0.183 0.00019 -0.00376 0.00027 9:1.2D 1.6WX -0.562 -0.093 -0.021 0.570 -0.00056 0.00007 0.01121 10:1.2D 1.6W7 -0.007 -0.093 0.050 0.106 0.00283 -0.00657 0.00030 11:DOUBLE SI -0.012 -0.207 -0.020 0.208 0.00001 -0.00384 0.00047 40 1:DEAD 0.000 -0.032 0.000 0.032 -0.00036 0.00000 0.00007 2:SNOW 0.000 -0.082 0.000 0.082 -0.00092 0.00000 0.00000 3:SNOW PLAT 0.000 -0.013 0.000 0.013 -0.00014 0.00000 -0.00010 4:WINDX -0.153 0.001 -0.000 0.153 0.00001 0.00123 0.00563 • 5:WIND Z 0.000 -0.000 0.000 0.000 0.00001 0.00004 -0.00003 6:SPRINT CAE 0.000 -0.009 0.000 0.009 -0.00010 0.00000 -0.00008 7:1.20 1.6S .81 -0.123 -0.180 0.000 0.218 -0.00202 D.00099 0.00449 8:1.2D 1.6S .81 0.000 -0.180 0.000 0.180 -0.00201 0.00004 -0.00003 9:1.2D 1.6WX . -0.245 -0.089 -0.000 0.261 -0.00099 0.00197 0.00899 10:1.2D 1.6WZ 0.000 -0.090 0.000 0.090 -0.00098 0.00007 -0.00005 11:DOUBLE SI 0.000 -0.202 0.000 0.202 -0.00224 C.00004 -0.00020 • 41 1:DEAD 0.002 -0.033 -0.009 0.034 -0.00029 0.00011 -0.00011 2:SNOW 0.000 -0.082 -0.024 0.085 -0.00075 0.00029 0.00000 3:SNOW PLAT 0.004 -0.015 -0.004 0.016 -0.00011 0.00005 -0.00012 4:WIND X -0.348 0.001 -0.004 0.348 -0.00017 0.00024 0.00686 • 5:WIND Z 0.001 -0.000 0.048 0.048 0.00228 0.00391 -0.00003 6:SPRINT CAE 0.003 -D.010 -0.002 0.011 -0.00008 0.00003 -0.00009 7:1.2D 1.65 .8\ -0.273 -0.182 -0.055 0.333 -0.00177 0.00083 0.00524 • 8:1.2D 1.6S .81 0.006 -0.183 -0.015 0.183 0.00019 0.00376 -0.00027 9:1.20 1.6WX -0.551 -0.091 -0.032 0.560 -0.00108 0.00070 0.01073 10:1.20 1.6W? 0.007 -0.093 0.050 0.106 0.00283 0.00657 -0.00030 11:DOUBLE SI 0.012 I -0.207 -0.020 I 0.208 I 0.00001 I 0.00384 -0.00047 lea PrMTImelDate.09108I20102201 "- - --- - ------- STAAD/Pro for Windows Release se 2000 Print Run 22 of 40 1 Job NO Sheet No Rev DN33XC243 23 Pen Platform Software licensed to 1 Job The Aspen Valley Hospital Ref ar KJS Dale09-Aug-10 Grid Client Sprint f11e DN33XC243.sid Date!lme 09-Aug-2010 22:00 Node Displacements Cont... Node LIC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 42 1:DEAD 0.000 -0.047 -0.000 0.047 0.00019 -0.00000 0.00007 • • 2:SNOW -0.000 -0.122 -0.000 0.122 0.00049 -0.00000 -0.00000 • • 3:SNOW PLAT 0.000 -0.019 -0.000 0.019 0.00008 i -0.00000 -0.00010 • • 4:WIND X -0.191 0.001 0.000 0.191 -0.00000 -0.00062 0.00468 5:WIND Z 0.000 0.001 0.000 0.001 0.00001 0.00004 0.00004 6:SPRINT CAE 0.000 -0.013 -0.000 0.013 0.00006 -0.00000 -0.00008 7:1.2D 1.63 .8\ -0.153 -0.266 -0.000 0.307 0.00109 -0.00050 0.00373 8:1.2D 1.65 .8\ 0.000 -0.266 0.000 0.266 0.00110 0.00003 0.00002 9:1.2D1.6WX. -0.306 -0.131 -0.000 0.333 0.00054 -0.00100 0.00748 10:1.2D 1.6WZ 0.000 -0.130 0.000 0.130 0.00056 0.00006 0.00004 11:DOUBLE SI 0.000 -0.296 0.000 0.296 0.00123 0.00003 -0.00015 43 1:DEAD 0.002 -0.048 • 0.004 0.048 0.00013 -0.00011 -0.00011 2:SNOW -0.000 -0.122 0.011 0.123 0.00032 -0.00029 -0.00000 3:SNOW PLAT 0.004 -0.020 0.002 0.021 0.00006 -0.00005 -0,00012 4:WIND X -0.353 0.001 0.002 0.353 0.00009 -0.00008 0.00571 5:WIND Z -0.001 0.002 0.047 0.047 0.00224 0.00390 0.00004 6:SPRINT CAE 0.003 -0.014 i 0.001 0.014 0.00004 -0.00003 -0.00009 7:1.2D 1.6S .81 -0.277 -0.269 0.026 0.387 0.00077 -0.00071 0.00432 8:1.2D 1.6S .81 0.005 -0.268 0.062 0.275 0.00250 0.00248 -0.00021 9:1.2D 1.6WX -0.560 -0.134 i 0.015 0.576 0.00049 -0.00045 0.00889 10:1.2D 1.6WZ 0.004 -0.132 0.087 0.158 0.00394 0.00592 -0.00018 11:DOUBLE Sr 0.010 -0.300 0.065 0-308 0-..00259 0.00240 -0.00041 44 1:DEAD -0.002 -0.139 -0.002 0.139 0.00006 -0.00004 -0.00092 2:SNOW -0.0001 -0.082 -0.007 0.082 -0.00033 -0.00011 -0.00000 3:SNOW PLAT -0.004 j -0.196 -0.001 0.196 0.00021 -0.00002 -0.00160 4:WIND X -0.348 -0.001 -0-002 0.348 0.00001 0.00003 0.00001 5:WIND Z -0.001 -0.026 0.283 0.284 0.00086 -0.00156 -0.00021 6:SPRINT CAE -0.003 -0.134 -0.001 0.134 -0.00001 -0.00001 -0.00112 7:1.2D 1.6S .8\ -0.284 -0.460 -0.016 0.540 -0.00047 -0.00022 -0.00243 8:1.2D 1.6S .8\ -0.006 -0.479 0.212 0.524 0.00022 -0.00150 -0.00261 • • 9:1.2D 1.6WX. -0.562 -0.371 -0.011 0.673 - -0.00010 -0.00007 -0.00242 10:1.2D 1.6W2 -0.007 -0.409 0.446 0.606 0.00127 -0.00262 -0.00277 • • 11:DOUBLE SI -0.012 -0.793 0.211 0.820 0.00056 -0.00152 -0.00517 45 1:DEAD -0.001 -0.158 -0.002 0-158 0.00006 0.00001 -0.00029 2:SNOW -0.000 -0.082 -0.006 0.082 -0.00033 0.00003 -0.00000 3:SNOW PLAT -0.002 -0.233 -0.001 0.233 0.00019 0.00000 -0.00058 Print Time/Date-09/081201022 01 STAAD/Pro for Windows Release 2000 Print Ron 23 of 40 • Job No Sheet No Rev _-- - DN33XC243 24 Software licensed o t Pan Platform Job Title Aspen Valley Hospital Ref SY KJS 0°t°09-Aug-10 chd I;i client Sprint File DN33XC243.std Date/moo 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ • (in) (in) (in) (in) (rad) (rad) (rad) 4:WIND X -0.348 0.000 -0.004 0.348 0.00047 0.00000 0.00002 5:WIND Z -0.001 -0.029 0.291 0.293 -0.00057 0.00022 -0.00004 ' 6:SPRINT CAE -0.002 -0.161 -0.001 0.161 -0.00005 0.00000 -0.00045 7:1.2D 1,6S .8\ -0.282 -0.514 -0.017 0.587 -0.00013 0.00006 1 -0.00088 8:1.20 1.6S .81 -0.004 -0.538 0.219 0.581 -0.00096 0.00024 -0.00092 ' 9:1.20 1.6WX -0.560 -0.424 -0.014 0.702 0.00061 0.00004 -0.00086 • 10:1.2D 1.6WZ -0.004 -0.471 0.459 0.658 -0.00106 0.00038 -0.00095 11:DOUBLE St -0.007 -0.910 0.218 0.936 -0.00066 0.00024 -0.00185 46 1:DEAD -0.000 -0.171 -0.002 0.171 0.00003 -0.00000 -0.00014 2:SNOW -0.000 -0.082 -0.006 0.082 -0.00033 -0.00001 -0.00000 3:SNOW PLAT -0.001 -0.258 -0.001 0.258 0.00016 -0.00000 -0.00029 • 4:WINDX -0.348 -0.000 -0.002 0.348 0.00104 -0.00008 -0.00001 • 5:W1NDZ -0.000 -0.031 0.296 0.297 -0.00105 -0.00016 -0.00001 • 6:SPRINT CAE i -0.001 -0.181 -0.001 0.181 -0.00005 -0.00000 -0.00023 7:1.20 1.6S.8k -0.279 -0.553 -0.016 0.620 0.00029 -0.00008 -0.00045 8:1.2D 1.6S .8\ -0.001 -0.578 0.222 0.619 -0.00138 -0.00014 -0.00045 9:1.2D 1.6WX . -0.558 -0.463 -0.010 0.725 0.00148 -0.00014 -0.00046 • 10:1.2D 1.6WZ -0.001 -0.512 0.466 0.692 -0.00186 -0.00026 -0.00046 11:DOUBLE St -0.002 -0.990 0.221 1.015 -0.00112 -0.00014 -0.00091 47 1:DEAD 0.000 -0.171 -0.002 0.171 0.00003 0.00000 0.00014 2:SNOW 0.000 -0.082 -0.006 0.082 -0.00033 D.00001 0.00000 3:SNOW PLAT 0.001 -0.258 -0.001 0.258 0.00016 0.00000 0.00029 4:WIND X -0.348 -0.001 0.002 0.348 0.00150 -0.00008 -0.00001 5:W1ND7 0.000 -0.031 0.296 0.297 -0.00105 0.00016 0.00001 6:SPRINTCAE 0.001 -0.181 -0.001 0,181 -0.00005 0.00000 0.00023 7:1.2D 1.6S .8\ -0.277 -0.554 -0.012 0.620 0.00066 -0.00005 0.00043 8:1.2D 1.6S .81 0.001 -0.578 0.222 0.619 -0.00138 0.00014 0.00045 9:1.20 1.6WX -0.556 -0.465 -0.004 _ 0.724 0.00222 -0.00012 0.00042 10:1.20 1.6W2 0.001 -0.512 0.466 0.692 -0.00186 0.00026 0.00046 • 11:DOUBLE St 0.002 -0.990 0.221 1.015 -0.00112 0.00014 0.00091 48 1:DEAD 0.001 -0.158 -0.002 0.158 0.00006 -0.00001 0.00029 2:SNOW 0.000 -0.082 -0.006 0.082 -0.00033 -0.00003 0.00000 3:SNOW PLAT 0.002 -0.233 -0.001 _ 0.233 0.00019 -0.00000 0.00058 • 4:WIND X -0.348 -0.001 _ 0.004 0.348 0.00151 0.00001 0.00002 5:WIND Z 0.001 -0.029 0.291 0.293 -0.00057 -0.00022 0.00004 6:SPRINT CAE 0.002 -0.161 1 -0.001 0.161 -0.00005 -0.00000 0.00045 ase Prmt Time/Date esroen n oto of STAAO/Pro for Windows Release 2000 Print Run 24 of 40 Job No DN33XC243 Sheet No 25 Rev ...- Software licensed to 1 PaN Platform Job Title Aspen Valley Hospital Ref I By KJS Data09-Aug-10 Cbd Client Sprint File DN33XC243.std oate/Time 09-Aug-2010 22.00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 7:1.2D 1.6S .81 -0.275 -0 515 -0.010 0.584 0.00070 -0.00005 0.00091 I 8:1,20 1.6S.81 0.004 -0.538 0.219 0.581 -0.00096 i -0.00024 0.00092 9:1.2D 1.6WX -0.554 -0.426 0.000 0.698 0.00227 -0.00002 0.00093 10:1.2D 1.6WZ 0.004 -0.471 0.459 0.658 -0.00106 -0.00038 0.00095 • 11:DOUBLE St 0.007 -0.910 0.218 0.936 -0.00066 -0.00024 0.00185 • 49 1:DEAD 0.002 -0.139 -0.002 0.139 0.00006 0.00004 0.00092 2:SNOW 0.000 -0.082 0.007 0.082 -0.00033 0.00011 0.00000 • 3:SNOW PLAT 0.004 -0.196 -0.001 0.196 0.00021 0.00002 0.00160 4:WIND X -0.348 0.001 0.002 0.348 0.00002 0.00006 0.00002 5:W1ND Z 0.001 -0.026 0.283 0.284 0.00086 0.00156 0.00021 6:SPRINT CAE 0.003 -0.134 -0.001 0.134 -0.00001 0.00001 0.00112 7:1.2D 1.6S .81 -0.273 -0.458 -0.012 0.533 -0.00046 0.00029 0.00246 • 8:1.2D 1.6S.81 0.006 -0.479 0.212 0.524 0.00022 0.00150 0.00261 • 9:1.2D 1.6WX -0.551 -0.367 -0.003 0.662 -0.00008 0.00021 0.00248 • 10:1.2D 1.6WZ 0.007 -0.409 0.446 0.606 0.00127 0.00262 0.00277 • 11:DOUBLE St 0.012 -0.793 0.211 0.820 0.00056 0.00152 0.00517 • • 50 1:DEAD -0.002 -0.155 -0.002 0.155 0.00009 0.00004 -0.00092 2:SNOW 0.000 -0.122 -0.006 0.122 -0.00033 0.00011 -0.00000 3:SNOW PLAT -0.004 -0.202 -0.001 0.202 0.00024 0.00002 -0.00160 4:WIND X -0.353 -0.002 -0.002 0.353 -0.00001 0.00006 0.00002 • • 5:WIND Z 0.001 0.027 0.284 0.285 0.00120 -0.00162 0.00021 • 6:SPRINT CAE -0.003 -0.138 -0.001 0.138 -0.00001 0.00001 -0.00112 7:1.2D 1.65.8\ -0.288 -0.548 -0.016 0.619 -0.00043 0.00030 -0.00244 8:1.2D 1.6S .81 -0.005 -0.524 0.213 0.566 0.00053 -0.00105 -0.00228 9:1.2D 1.6WX . -0.570 -0.414 -0.011 0.705 -0.00008 0.00022 -0.00242 10:1.2D 1.6WZ -0.004 -0.368 0.447 0.579 0.00185 -0.00247 -0.00210 11:DOUBLE SI -0.010 -0.847 0.212 0.873 0.00092 -0.00102 -0.00484 • 51 1:DEAD -0.001 -0.175 -0.002 0.175 0.00005 -0.00001 -0.00029 2:SNOW 0.000 -0.122 -0.007 0.122 -0.00034 -0.00003 0.00000 3:SNOW PLAT -0.002 -0.238 -0.001 0.238 0.00018 -0.00001 -0.00058 4:WIND X -0.353 -0.000 -0.004 0-353 -0.00042 0.00000 0.00002 • 5:WIND Z 0.001 0.031 0.291 0.293 0.01660 0.00016 0.00004 6:SPRINT CAE -0.002 -0.165 -0.001 0.165 -0.00005 -0.00000 -0.00045 7:1.2D 1.6S .81 -0.286 -0.602 -0.018 0.667 -0.00089 -0.00006 -0.00088 8:1.20 1.6S .81 -0.003 l -0.577 0.219 0.617 0.01273 0.00007 -0.00086 9:1.20 1.6WX. -0.568 I -0.468 -0.014 0.736 -0.00085 -0.00003 I -0.00086 Print r aroma oaroersom 22:01 STAAD/Pro for Windows Release 2000 rant Run zsm<D Job No Sheet No Rev DN33XC243 26 Software btersed to 1 Pan Platform Job rile Aspen Valley Hospital Ref By KJS Datc09-Aug-10 cm went Sprint Pile DN33XC243.std Daternme 09-Aug-2010 22:00 Node Displacements Cont... Node LJC X Y - Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 10:1.2D 1.6WZ -0.002 -0.418 0.459 0.621 0.02638 0.00022 -0.00082 , 11:DOUBLE St -0.006 -0.958 0.217 0.983 0.01303 0.00006 -0.00179 52 1:DEAD -0.000 -0.187 -0.002 0.187 0.00006 0.00000 -0.00014 2:SNOW 0.000 -0.122 -0.006 0.122 -0.00034 0.00001 0.00000 3:SNOW PLAT -0.001 -0.264 -0.001 0.264 0.00018 0.00000 -0.00029 4:WIND X -0-353 -0.000 -0.002 0.353 -0.00100 -0.00008 -0.00001 5:WIND Z 0.000 0.033 0.296 0.298 0.02664 -0.00018 0.00001 6:SPRINT CAE -0.001 -0.185 -0.001 0.185 -0.00006 0.00000 -0.00023 7:1.2D 1.6S .8\ -0.284 -0.641 -0.016 I 0.701 -0.00135 -0.00005 -0.00045 8:1.2D 1.6S .8\ -0.001 -0.615 0.223 0.654 0.02076 -0.00013 -0.00043 • 9:1.20 1.6WX . -0.566 -0.507 I -0.010 0.760 -0.00178 -0,00011 -0.00046 10:1.2D 1.6WZ I -0.001 I -0.454 0.467 0.651 0.04244 -0.00029 -0.00041 • 11:DOUBLE St I -0.002 -1.037 0.221 1.060 0.02104 -0.00013 -0.00088 53 1:DEAD 0.000 -0.187 -0.002 0.187 0.00006 -0.00000 0.00014 2:SNOW -0.000 -0.122 -0.006 0.122 -0.00034 -0.00001 -0.00000 3:SNOW PLAT 0.001 -0.264 -0.001 0.264 0.00018 -0.00000 0.00029 • I• 4:WIND X -0.353 -0.001 0.002 0.353 -0.00151 -0.00008 -0.00001 I 5:WIND Z -0.000 0.033 0.296 0.298 0.02664 0.00018 -0.00001 6:SPRINT CAE 0.001 -0.185 -0 001 0.185 -0.00006 -0.00000 0.00023 7:1.2D 1.6S .81 -0.281 -0.642 -0.012 0.701 -0.00176 -0.00008 0.00043 8:1.2D 1.6S .8\ 0.001 -0.615 0.223 0.654 0.02076 0.00013 0.00043 9:1.2D 1.6WX . -0.564 -0.509 -0.004 0.759 -0.00260 -0.00013 0.00042 10:1.201.6W2 0.001 -0.454 0.467 0.651 0.04244 0.00029 0.00041 11:DOUBLE SI 0.002 -1.037 0.221 1.060 0.02104 0.00013 0.00088 54 1:DEAD 0.001 -0.175 -0.002 0.175 0.00005 0.00001 0.00029 2:SNOW -0.000 -0.122 -0.007 0.122 -0.00034 0.00003 -0.00000 3:SNOW PLAT 0.002 -0.238 -0.001 0.238 0.00018 0.00001 0.00058 4:WIND X -0.353 -0.001 0.004 0.353 -0.00154 0.00000 0.00002 5:WIND Z -0.001 0.031 0.291 0.293 0.01660 -0.00016 -0.00004 6:SPRINT CAE 0.002 -0.165 -0.001 0.165 -0.00005 0.00000 0.00045 • 7:1.2D 1.6S .81 -0.279 -0.603 -0.011 0.665 -0.00178 0.00006 0.00091 • 8:1.2D 1.6S .81 0.003 -0.577 0.219 0.617 0.01273 -0.00007 0.00086 9:1.2D 1.6WX. -0.562 -0.470 -0.000 0.732 -0.00264 0.00003 0.00093 10:1.2D 1.6WZ 0.002 -0.418 0.459_ 0.621 0.02638 -0.00022 0,00082 • • 11:DOUBLE SI 0.006 -0.958 0.217 0.983 0.01303 -0.00006 I 0.00179 55 1:DEAD 0.002 -0.155 -0.002 0.155 0.000091 -0.00004 0.00092 Print Time/Date.09/0812010 22:O1 STAAD/Pro for Windows Release 2000 Print Run 26 of ao Joorvo Sheet No Rev i 11 DN33XC243 27 Software licensed to I Pen Platform Job Title Aspen Valley Hospital Ref • • a>' KJS Dat939-Aug-10 Gee • i Client Sprint Fi1e DN33XC243.std Daferrime 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (In) (rad) (rad) - (rad) 2:SNOW -0.000 -0.122 -0.006 0.122 -0.00033 -0.00011 0.00000 3:SNOW PLAT 0.004 -0.202 -0.001 0.202 0.00024 -0.00002 . 0.00160 4:WINDX -0.353 0.001 0.002 0.353 -0.00002 0.00004 0.00003 5:WIND Z -0.001 0.027 0.284 0.285 0.00120 0.00162 -0.00021 6:SPRINTCAE 0.003 -0.138 -0.001 0.138 -0.00001 -0.00001 0.00112 • 7:1.201.65 .8\ -0.277 -0.546 -0.012 0.612 -0.00045 -0.00022 0.00247 8:1.20 1.6S.8\ 0.005 -0.524 0.213 0.566 0.00053 0.00105 0.00228 9:1.2D 1.6WX. -0.560 -0.411 -0.003 0.694 -0.00010 -0.00007 0.00249 10:1.2D 1.6WZ 0.004 -0.368 0.447 0.579 0.00185 0.00247 0.00210 11:DOUBLE Si 0.010 -0.847 0.212 0.873 0.00092 0.00102 0.00484 56 1:DEAD -0.002 -0.159 j -0.002 0.159 -0.00013 -0.00000 -0.00011 2:SNOW 0.000 -0.102 -0-006 0.102 -0.00033 0.00000 ' -0.00001 3:SNOW PLAT -0.004 -0.215 -0.001 0.215 -0.00004 -0.00001 -0.00021 I 4:WIND X -0.349 -0.001 -0.002 0.349 -0.00000 0.00005 -0.00015 5:WIND Z -0.022 -0.019 0.284 0.285 0.00045 0.00003 0.00319 • 6:SPRINT CAE -0.003 -0.136 -0.001 0.136 -0.00003 -0.00000 -0.00016 • 7:1.20 1.6S .8\ -0.285 -0.519 -0.016 0.593 -0.00073 0.00003 -0.00045 8:1.20 1.6S .81 -0.024 -0.533 0.213 0-575 -0.00037 0.00002 0.00222 • 9:1.2D 1.6WX . -0.565 -0.408 -0.011 0.697 -0.00036 0.00007 -0.00057 10:1.2D 1.6W2 -0.041 -0.436 0.447 0.626 0.00036 0.00004 0.00476 11:DOUBLE SI _ -0.030 -0.877 0.211 0.903 -0.00043 0.00001 0.00188 57 1:DEAD -0.002 I -0.174 -0.002 0.175 -0.00014 0.00000 -0.00081 2:SNOW 0.000 -0.102 -0.006 0.102 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.004 -0.271 -0.001 0.271 -0.00005 -0.00000 -0.00144 4:WIND X -0.350 -0.000 -0.004 0.350 -0.00000 0.00004 0.00001 5:WIND Z 0.000 0.001 0.290 0.290 0.00051 -0.00001 0.00012 • 6:SPRINT CAE -0.003 -0.211 -0.001 0.211 -0.00003 -0.00000 -0.00102 7:1.20 1.6S .8\ -0.286 -0.626 -0.017 0.688 -0.00073 0.00004 -0.00219 8:1.2D 1.6S .81 -0.005 -0.625 0.218 0.662 -0.00033 -0.00001 -0.00210 9:1.2D 1,6WX. -0.566 -0.513 -0.014 0.764 -0.00037 0.00007 -0.00218 10:1.201.6W2 -0.005 -0.512 0.458 0.687 0.00045 -0.00002 -0.00201 • 11:DOUBLE St -0.011 -1.058 0.217 1.080 -0.00040 -0.00001 -0.00441 58 1:DEAD -0.000 -0.186 -0.002 0.186 -0.00014 0.00000 -0.00014 2:SNOW 0.000 -0.102 -0.006 0.102 f -0.00033 -0.00000 -0.00000 3:SNOW PLAT -0.001 -0.296 -0.001 0.296 -0.00005 -0.00000 -0.00029 4:WIND X -0.351 -0.000 -0.002 0.351 -0.00000 0.00004 -0.00001 • - f-- Pant rimefDafe 0910312013 a zz o- STAAD/Pro for Windows Release 2000 Pont Ran un 27 Z]of 40 R i Job No Sheet NO Rev DN33XC243 28 Software licensed to l Pal Platform Job Tale Aspen Valley Hospital Re' By KJS DatN9-Aug-70 Cal Client Sprint F11e DN33XC243.sld Bala/Time 09-Aug-201022'00 . Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 5:WINDZ 0.000 0.001 0.296 0.296 0.00053 -0.00000 0.00000 • 6:SPRINT CAE -0.001 -0.231 -0.001 0.231 -0.00003 -0.00000 -0.00023 7:1.20 1.6S .8\ -0.282 -0.664 -0.016 0.721 -0.00073 0.00004 -0.00045 8:1.2D 1.6S .8\ -0.001 -0.663 0.223 0.699 -0.00031 -0.00000 -0.00044 9:1.2D 1.6WX -0.562 -0.552 -0.010 0.788 -0.00037 0.00007 -0.00046 10:1.2D 1.6WZ -0.001 -0.550 0.466 0.721 0.00048 -0.00001 -0.00044 11:DOUBLE SI I -0.002 -1.137 0.221 1.158 -0.00038 -0.00000 -0.00089 59 1:DEAD I 0.000 -0.186 -0.002 0.186 -0.00014 -0.00000 0.00014 2:SNOW -0.000 -0-102 -0.006 0.102 -0.00033 0.00000 0.00000 • 3:SNOW PLAT 0.001 -0.296 -0.001 0.296 -0.00005 0.00000 0.00029 • 4:WIND X -0.351 -0.001 0.002 0.351 0.00000 0.00004 -0.00001 5:WINDZ -0.000 0.001 0.296 0.296 0.00053 0.00000 -0.00000 6:SPRINT CAE 0.001 -0.231 -0.001 0.231 -0.00003 0.00000 0.00023 7:1.2D 1.6S .8\ I -0.279 -0.664 -0.012 0.721 -0.00073 0.00004 0.00043 8:1.2D 1.6S .8\ 0.001 -0.663 0.223 0.699 -0.00031 0-00000 0.00044 9:1.2D 1.6WX -0.560 -0.553 -0.004 0.787 -0.00037 0.00007 0.00042 10:1,20 1.6WZ 0.001 -0.550 0.466 0.721 0.00048 0.00001 0.00044 11:DOUBLE SI 0.002 -1.137 0.221 1.158 -0.00038 0.00000 0.00089 60 1:DEAD 0.002 -0.174 -0.002 0.175 -0.00014 -0.00000 0.00081 2:SNOW -0.000 -0.102 -0.006 0.102 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.004 -0.271 -0.001 0.271 -0.00005 0.00000 0.00144 • 4:WIND X -0.351 -0.001 0.004 0.351 0.00000 0.00004 0.00004 5:WIND Z -0.000 0.001 0.290 0.290 0.00051 0.00001 -0.00012 1 6:SPRINT CAE 0.003 -0.211 -0.001 0.211 -0.00003 0.00000 0.00102 • 7:1.2D 1.6S .8\ -0.275 -0.626 -0.011 0.684 -0.00073 0.00004 0.00223 8:1.2D 1.6S .8\ 0-005 -0.625 0.218 0.662 -0.00033 0.00001 0.00210 9:1.2D 1.6WX . -0.556 -0.515 0.000 0.758 -0.00036 0.00007 0.00226 10:120 1.6WZ 0.0051 -0.512 0.458 0.687 0.00045 0.00002 0.00201 11:DOUBLE SI 0.011 -1.058 0.217 l 1.080 -0.00040 0.00001 0.00441 61 1:DEAD 0.002 -0.159 -0.002 0.159 -0.00013 0.00000 0.00011 2:SNOW -0.000 -0.102 -0.006 0.102 -0.00033 -0.00000 0.00001 3:SNOW PLAT 0.004 -0.215 -0.001 0.215 -0.00004 0.00001 0.00021 4:WIND X -0.543 0.001 0.002 0.543 0.00000 0.00003 0.00483 5:WINDZ 0.022 -0.019 0.284 0.285 0.00045 -0.00003 -0.00319 6:SPRINT CAE 0.003 -0.136 I -0.001 0.136 -0.00003 0.00000 0.00016 7:1.20 1.6S .81 -0.429 -0.517 I -0.012 0.672 -0.00073 0.00003 0.00420 Print Time/Date:09/0812010 22:01 STAAD/Pro for Windows Release 2000 Print Run 28 or e° Jab No Sheet No Rev DN33XC243 29 Software licensed to f Pan Platform Joe Title Aspen Valley Hospital Ref By KJS oaie09-Aug-10 did Client Sprint I File DN33XC243.std Daterzime 09-Aug-201022:00 Node Displacements Cont... Node UC X Y � Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) j 8:1.20 1.6S .8\ • 0.024 -0.533 0.213 0.575 I -0.00037 -0.00002 -0.00222 9:1.20 1.6WX . -0.863 -0.404 -0.003 0.953 -0.00036 0.00006 0.00806 • 10:1.2D 1.6WZ 0.041 -0.436 0.447 0.626 0.00036 -0.00004 -0.00478 11:DOUBLE S! 0.030 -0.877 I 0.211 0.903 -0.00043 i -0.00001 -0.00188 62 1:DEAD 0.006 -0.142 0.001 0.142 -0.00019 0.00000 -0.00029 2:SNOW 0.000 -0.082 -0.030 0.087 -0.00033 -0.00002 -0.00000 3:SNOW PLAT 0.011 -0.201 0.012 I 0.202 -0.00005 0.00000 -0.00046 4:WIND X -0.352 -0.002 -0.003 0.352 0.00004 -0.00045 0.00004 • 5:WIND Z 0.001 -0.026 0.345 0.346 0.00045 0.00290 0.00003 6:SPRINT CAE 0.008 -0.138 -0.005 0.138 -0.00003 -0.00001 -0.00033 • • 7:1.2D 1.6S .81 -0.264 -0.468 -0.055 0.540 -0.00078 -0.00040 -0.00071 8,1.20 1.6S .81 0.018 -0.487 0.224 0.537 -0.00045 0.00229 -0.00072 9:1.2D 1.6WX. -0.546 -0.379 -0.023 0.665 -0.00038 -0.00074 -0.00068 • 10:1.2D 1.6W2 0.018 -0.418 0.534 0.678 0.00027 0.00463 -0.00069 • 11:DOUBLE SI 0.035 -0.809 0.243 0.846 -0.00053 0.0023D -0.00145 63 1:DEAD 0.004 -0.155 0.000 0.155 -0.00001 0.00003 -0.00024 2:SNOW 0.000 -0.082 -0.030 0.087 -0.00033 -0.00000 0.00000 3:SNOW PLAT 0.007 -0.227 0.011 0.227 0.00012 0.00003 -0.00049 4:WIND X -0.352 0.000 0.030 0.353 0.00048 -0.00078 0.00003 5:WIND Z 0.000 -0.029 0.254 0.256 -0.00042 0.00105 -0.00005 6:SPRINT CAE 0.005 -0.157 -0.004 0.157 -0.00005 -0.00000 -0.00038 7:1.2D 1.6S .8\ -0.271 -0.505 -0.029 0.574 -0.00021 -0 00060 -0.00072 8:1.2D 1.6S 81 0.011 -0.528 0.151 0.550 -0.00093 0.00087 -0.00078 9:1.20 1.6WX -0.553 -0.415 0.028 0.692 0.00054 -0.00122 -0.00070 • • 10:1.2D 1.6W? 0.011 -0.461 0.387 0.602 -0.00090 0.00171 -0.00082 11:DOUBLE SI 0.021 -0.891 0.168 0.907 -0.00074 0.00091 -0.00157 64 1:DEAD 0.001 -0.171 -0.001 0.171 0.00002 0.00001 -0.00015 • 2:SNOW - 0.000 -0.082 -0.030 0.087 -0.00033 -0.00000 -0.00000 3:SNOW PLAT 0.002 -0.258 0.010 0.258 0.00015 0.00001 -0.00030 4:WIND X -0.352 -0.000 0.071 0.359 0.00097 -0.00082 -0.00000 5:WIND Z 0.000 -0.031 0.225 0.228 -0.00086 0.00022 -0.00001 6:SPRINT CAE 0.002 -0.181 -0.004 0.181 -0.00005 -0.00000 -0.00023 7:1.2D 1.6S .8\ -0.278 I -0.553 0.003 0.619 0.00021 -0.00065 -0.00046 8:1.2D 1.6S .8\ 0.004 -0.578 0.127 0.591 -0.00125 0.00019 -0.00047 9:1.20 1.6WX -0.560 -0.463 0.093 0.733 0.00135 -0.00130 -0.00046 10:1.2D 1.6W2 0.004 -0.512 0.340 0.615 -0.00158 I 0.00037 -0.00048 Print TimelDale e9108120ID 1201 STAAD/Pro for Windows Release 2000 Print Run 29 of 40 Job No Shoed No Rev • (\ DN33XC243 30 Software licensed lo 1 Pan Platform Job tale Aspen Valley Hospital Ref RY KJS Date09-Aug-10 cad e11enr Sprint I File DN33XC243.std IDaiemme 09-Aug-2010 22:00 Node Displacements Cont... Node LIC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 11:DOUBLE SI 0.007 -0.990 I 0.143 1.001 -0.00102 0.00020 -0.00095 65 1:DEAD -0.001 -0.171 -0.001 0.171 0.00002 -0.00001 0.00015 2:SNOW -0.000 -0.082 -0.030 0.087 -0.00033 0.00000 0.00000 3:SNOW PLAT -0.002 -0.258 0.010 0.258 0.00015 -0.00001 0.00030 4:WIND X -0.352 -0.001 0.105 0.367 0.00129 -0.00046 -0.00001 5:WIND Z -0.000 -0.031 0.225 0.228 -0.00086 -0.00022 0.00001 6:SPRINT CAE -0.002 -0.181 -0.004 0.181 -0.00005 0.00000 D.00023 7:1.2D 1.65 .8\ -0.285 -0.554 0.030 0.624 0.00047 -0.00038 0.00045 8:1.2D 1.65 .8\ -0.004 -0.578 0.127 0.591 -0.00125 -0.00019 0.00047 9:1.2D 1-6WX. -0.567 I -0.465 0.147 0.748 0.00187 I -0.00075 0.00045 10:1.2D 1.6WZ -0.004 -0.512 0.340 0.615 -0.00158 I -0.00037 0.00048 11:DOUBLE SI -0.007 -0.990 0.143 1.001 -0.00102 -0.00020 0.00095 66 1:DEAD -0.004 -0.155 0.000 0.155 -0.00001 -0.00003 0.00024 2:SNOW -0.000 -0.082 -0.030 0.087 -0.00033 0.00000 -0.00000 3:SNOW PLAT -0.007 -0.227 0.011 0.227 0.00012 -0.00003 0.00049 4:WIND X -0.352 -0.001 0.103 0.367 0.00114 0.00074 0-00008 5:WIND Z -0.000 -0.029 0.254 0.256 -0.00042 -0.00105 0.00005 6:5PRINT CAE -0.005 -0.157 -0.004 0.157 -0.00005 0.00000 0.00038 • 7:1.2D 1.6S .8\ -0.292 -0.506 0.030 0.585 0-00031 0.00056 0.00080 • 8:1.2D 1.6S .81 -0.011 -0.528 0.151 0.550 -0.00093 -0.00087 0-00078 9:1.2D 1.6WX . -0.574 -0.417 0.145 0.724 0.00159 0.00115 0.00087 I 10:1.2D 1.6W2 -0.011 -0.461 0.387 0.602 -0.00090 -0.00171 0.00082 11:DOUBLE SI -0.021 -0.891 0.168 0.907 -0.00074 -0.00091 0.00157 67 1:DEAD -0.006 -0.142 0.001 0.142 -0.00019 -0.00000 0.00029 2:SNOW -0.000 -0.082 -0.030 0-087 -0.00033 0.00002 0.00000 3:SNOW PLAT -0.011 -0.201 0.012 D.202 -0.00005 -0.00000 0.00046 4:WIND X -0.352 0.001 0.002 0.353 0.00004 0.00384 -0,00024 5:WIND Z -0.001 -0.026 0.345 0.346 0.00045 -0.00290 -0.00003 6:SPRINT CAE -0.008 -0.138 -0.005 0.138 -0.00003 0.00001 0.00033 7:1.2D 1.6S .8\ -0.299 -0.466 -0.051 0.556 -0.00077 0.00311 0.00055 8:1.2D 1.6S .8\ -0.018 -0.487 0.224 0.537 -0.00045 -0.00229 0.00072 9:1.20 1.6WX . -0.581 -0.375 -0.015 0.692 -0.00037 0.00617 I 0.00036 10:1.20 1.6WZ -0.018 -0.418 0.534 0.678 0.00027 -0.00463 0.00069 11:DOUBLE SI -0.035 -0.809 0.243 0.846 -0.00053 -0.00230 0.00145 68 1:DEAD 0.006 -0.158 0.001 0.158 0.00011 0.00000 -0.00028 2:SNOW -0.000 -0.122 I -0.030 0.126 -0.00033 0.00002 -0.00000 Saint Time/Dale 09/05/2010 2201 STAAD/Pro for Windows Release 2000 Pan'Run Se al 40 �� Job NO o Sheol No Rev �!! DN33XC243 31 • Software licensed to 1 Part Platform Job Title Aspen Valley Hospital Ref By KJS Date09-Auga0 CHI Client Sprint Fi10 DN33XC243.std I Daterrime 09-Aug-201022:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (In) (in) (in) (rad) (rad) (rad) 3:SNOW PLAT 0.011 -0.207 0.012 0.207 0.00016 0.00000 -0.00045 4:WINDX -0.357 -0.002 -0.003 0.357 -0.00004 0.00050 0.00004 5:WIND Z -0.001 0.029 0.346 0.347 0.00141 -0.01200 0.00002 6:SPRINT CAE 0.008 -0.141 -0.005 0.142 -0.00010 0.00001 -0.00033 ' 7:1.2D 1.6S .8\ -0.269 -0.556 -0.055 0.620 -0.00055 0.00044 -0.00070 8:1.2D 1.63 .81 0.017 -0.531 0.224 0.577 0.00061 -0.00956 -0.00072 ' 9:1.2D 1.6WX -0.554 -0.423 -0.023 0.697 -0.00022 0.00083 -0.00066 • 10:1.2D 1.6WZ 0.016 -0.374 0.534 0.652 0.00210 -0.01918 -0.00070 11:DOUBLE SI 0.034 -0.862 0.244 0.896 0.00087 -0.00956 -0.00144 69 1:DEAD 0.004 -0.172 0.002 0.172 0.00007 -0.00001 -0.00025 • 2:SNOW -0.000 -0.122 -0.031 0.126 -0.00034 0.00000 0.00000 3:SNOW PLAT 0.007 -0.232 0.012 0.233 0.00018 0.00000 -0.00049 4:WIND X -0.357 0.000 -0.035 0.359 -0.00045 0.00075 0.00003 • 5:WINDZ -0.000 0.031 1.190 1.190 0.00864 -0.01751 0.00004 6:SPRINT CAE 0.005 -0.160 -0.005 0.160 -0.00007 0.00001 -0.00038 7:1.2D 1.6S .8\ -0.275 -0.593 -0.082 0.659 -0.00091 0.00060 -0.00073 8:1.2D 1.6S .8\ 0.010 -0.569 0.898 1.063 0.00637 -0.01401 -0.00072 9:1.2D 1.6WX -0.561 -0.459 -0.076 0.729 -0.00090 0.00120 -0.00071 10:1.2D 1.6WZ 0,010_ -0.410 1.884 1.928 0.01365 -0.02802 -0.00069 11:DOUBLE SI 0.021 -0.940 0.918 1.314 0.00665 -0.01400 -0.00151 • 70 1:DEAD 0.001 -0.187 0.002 0.187 0.00006 -0.00000 , -0.00015 2:SNOW -0.000 -0.122 -0.031 0.126 -0.00034 0.00000 -0.00000 3:SNOW PLAT 0.002 -0.263 0.012 0.264 0.00018 0.00000 -0.00030 • • 4:WINDX -0.357 -0.000 -0.073 0.365 -0.00094 0.00071 0-00000 5:WINDZ -0.000 0.033 1-841 1.841 0.01563 -0.00718 0.00002 6:SPRINT CAE 0.002 -0.184 -0.005 0.185 -0.00006 0.00000 -0.00023 7:1.2D 1.6S.8\ -0.282 -0.641 -0.112 0.710 -0.00130 0.00057 -0.00046 8:1.2D 1.6S .8\ 0.003 -0.615 1.419 1.546 0.01195 -0.00574 -0.00045 9:1.2D 1.6WX -0.568 -0.507 -0.136 0.774 -0.00168 0.00113 -0.00046 10:1.2D 1.6W2 0.003 -0.455 2.926 2.961 0.02483 -0.01149 -0.00043 11:DOUBLE SI 0.007 -1.037 1.438 1,773 0.01224 -0.00574 -0.00092 71 1:DEAD -0.001 -0.187 0.002 0.187 0.00006 0.00000 0.00015 • 2:SNOW 0.000 -0.122 -0.031 0.126 -0.00034 -0.00000 0.00000 3:SNOW PLAT -0.002 -0.263 0.012 0.264 0.00018 • -0.00000 0.00030 4:WIND X -0.357 -0.001 -0.101 0.371 -0.00130 0.00035 -0.00001 5:WIND Z 0.000 0.033 1.841 1.841 0.01563 0.00718 -0.00002 armvrc%Date•05r0en010 22:01 S7AAD/Pro for Windows Release 2000 Print Run 31 or 40 Job No Sheet No Rev �,�\-' DN33XC243 32 Software licensed to l Pad Platform Job Title Aspen Valley Hospital Ref Sy KJS oale09-Aug-10 Cna Client Sprint Fi1e DN33XC243.std iDatemme 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 6:SPRINT CAE -0.002 -0.184 -0.005 0.185 -0.00006 -0.00000 0.00023 7:1.2D 1.6S .8\ -0-289 -0.642 -0.134 0.717 -0.00159 0.00028 0.00045 8:1.2D 1.65 .81 -0.003 -0.615 1.419 1.546 0.01195 0.00574 0.00045 9:1.2D 1.6WX -0.575_ -0.509 -0.181 0.789 -0.00225 0.00057 0.00045 10:1.2D 1.6WZ -0.003 -0.455 2.926 2.961 0.02483 0.01149 0.00043 11:DOUBLE St -0-007 -1.037 1.438 1.773 0.01224 0.00574 0.00092 72 1:DEAD -0.004 -0.172 0.002 0.172 0.00007 0.00001 0.00025 2:SNOW 0.000 -0.122 -0.031 0.126 -0.00034 -0.00000 -0.00000 3:SNOW PLAT -0.007 -0.232 0.012 0.233 0.00018 -0.00000 0.00049 4:WINDX -0.358 -0.001 -0.096 0.370 -0.00116 -0.00075 0.00008 5:WINDZ 0.000 0.031 1.190 1.190 0.00864 0.01751 -0.00004 6:SPRINT CAE -0.005 -0.160 -0.005 0.150 -0.00007 -0.00001 0.00038 7:1.2D 1.6S .81 -0.296 _ -0.594 -0.131 0.677 -0.00147 -0.00060 0.00081 • 8:1.2D 1,6S .8\ -0.010 -0-569 0.898 1.063 0.00637 0.01401 0.00072 • 9:1.201.6WX. -0.583 -0.461 -0.174 0.763 -0.00202 -0.00120 0.00088 10:1.201.5W2 -0.010 -0.410 1.884 1.928 0.01365 0.02802 0.00069 11:DOUBLE SI -0.021 -0.940 0.918 1.314 0.00665 0.01400 0.00151 73 1:DEAD -0.006 -0.158 0.001 0.158 0.00011 -0.00000 0.00028 ! 2:SNOW 0.000 -0.122 -0.030 0.126 -0.00033 -0.00002 0.00000 3:SNOW PLAT -0.011 -0.207 0.012 0.207 0.00016 -0,00000 0.00045 • 4:WIND X -0.358 0.001 0.002 0.358 -0.00004 -0.00374 -0.00027 5:WINDZ 0.001 0.029 0.346 0.347 0.00141 0.01200 -0.00002 6:SPRINT CAE -0.008 -0.141 -0.005 0.142 -0.00010 -0.00001 0.00033 7:1.20 1.6S .81 -0.303 -0.553 -0.051 0.633 -0.00056 -0.00303 0.00052 • 8:1.2D 1.6S.8\ -0.017 -0.531 0.224 0.577 0.00061 0.00956 0.00072 9:1.2D 1.6WX. -0.590 -0.418 -0.015 0.723 -0.00023 -0.00600 0.00030 10:1.2D 1.6W2 -0.016 -0.374 0.534 0.652 0.00210 0,01918 0.00070 • 11:DOUBLE SI -0.034 -0.862 1 0.244 0.896 0.00087 0.00956 0.00144 74 1:DEAD 0.006 -0.160 0.001 0.160 -0.00011 -0.00001 -0.00017 • 2:SNOW 0.000 -0.102 -0.030 0.106 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.011 -0.215 0.012 0.216 -0.00002 -0.00001 -0.00029 4:WIND X -0,341 -0.001 -0.003 0.341 -0.00000 0.00005 -0.00007 5:WIND Z -0.212 , -0.020 0.346 0.406 0.00047 0.00206 0.00185 6:SPRINT CAE 0.009 -0.136 -0.005 0.137 -0.00005 -0.00001 -0.00022 • 7:1.2D 1.6S.81 -0.254 -0.519 -0.055 0.581 -0.00073 0.00003 -0.00053 • 8:1.2D 1.6S .8\ -0.151 -0.534 0.224 0.598 -0.00035 0.00164 0.00101 Print Time/Date 09/0812010 22:01 STAAD/Pro for Windows Release 2000 Print Run 32 of 40 II 1eDN33XC243 sneer No 33 Rev Software licensed rot Pen Platform Job Title Aspen Valley Hospital Ref • By KJS oaten-Aug-10 Cn° Client Sprint File DN33XC243,std Daternme 09-Aug-2010 22;00 • Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) • 9:1.2D 1.6WX -0.527 -0.408 -0.023 0.667 -0.00036 0.00007 -0.00058 10:1.201.6WZ -0.321 -0.438 0.534 0.761 0.00039 0.00329 0.00249 • 11:DOUBLE SI -0.133 -0.878 0.243 0.921 -0.00039 0.00162 0.00054 75 1:DEAD -0.006 -0.160 0.001 0.160 -0.00011 0.00001 0.00017 2:SNOW -0.000 -0.102 -0.030 0.106 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.011 -0.215 0.012 0.216 -0.00002 0.00001 I 0.00029 4:WIND X -0.584 0.001 0.002 0.584 0.00000 0.00003 -0.00303 5:WIND Z 0.212 -0.020 0.346 0.406 0.00047 -0.00206 -0.00185 6:SPRINTCAE -0.009 -0.136 -0.005 0.137 -0.00005 0.00001 0.00022 7:1.2D 1.6S .8\ -0.486 -0.517 -0.051 0.711 -0.00073 0.00003 -0.00195 8:1.2D 1.6S .81 0.151 -0.534 0.224 0.598 -0.00035 -0.00164 -0.00101 • 9:1.2D 1.6WX . -0.952 -0.404 -0.015 1.035 -0.00036 0.00005 -0.00437 i 10:1.2D 1.61A/2 0.321 -0.438 0.534 _ 0.761 0.00039 -0.00329 -0.00249 11:DOUBLE SI 0.133 -0.878 0.243 0.921 -0.00039 -0.00162 -0.00054 76 1:DEAD 0.002 -0.140 0.000 0.140 0.00011 -0.00002 0.00012 2:SNOW -0.000 -0.082 -0.018 0.084 -0.00033 -0.00007 -0.00000 3:SNOW PLAT 0.003 -0.199 0.007 0.199 0.00023 -0.00001 0.00018 4:WIND X -0.350 -0.002 -0.002 0.350 0.00002 -0.00021 0.00006 5:WINDZ 0.000 -0.026 0.315 0.316 0.00088 0.00067 0.00013 6:SPRINT CAE 0.003 -0.136 -0.002 0.136 -0.00007 -0.00001 0.00012 7:1.2D 1.6S .81 -0.275 -0.464 -0.033 0.540 -0.00047 -0.00031 0.00033 8:1.20 1.6S .8\ 0.005 -0.483 0.221 0.531 0.00022 0.00040 0.00038 9:1.2D 1.6WX -0.554 -0.375 -0.014 0,669 -0.00010 -0.00041 0.00038 10:1.2D 1.6WZ 0.005 -0.414 0.493 0.644 0.00129 0.00100 0.00048 '. 11:DOUBLE SI 0.011 -0.801 0.232 0.834 0.00058 0.00039 0.00067 77 1:DEAD 0.002 -0.155 -0.000 0.155 0.00004 0.00003 0.00003 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 0.00000 -0.00000 • 3:SNOW PLAT 0.003 -0.227 0.006 0.227 0.00017 0.00003 0.00008 4:WIND X -0.350 0.000 0.013 0.350 0.00047 -0.00037 0.00007 5:WINDZ 0.000 -0.029 0.271 0.273 -0.00048 0.00067 -0-00000 6:SPRINT CAE 0.002 -0.157 -0.002 0.157 -0.00005 -0.00000 0.00007 7:1.2D 1.6S .81 -0.275 -0.505 -0.022 0.575 -0.00016 -0.00025 0.00018 8:1.2D 1.6S .8k 0.005 -0.528 0.185 ' 0.560 -0.00092 0.00058 0.00012 9:1.2D 1.6WX. -0.555 -0.415 0.008 0:693 0.00057 -0.00056 0.00023 10:1.2D 1.6W2 0.005 -0.461 I 0422 0.625 -0.00095 0.00111 0.00012 11:DOUBLE Si 0.010 -0.891 0.194 0.912 -0.00065 0-00063 0.00024 Print Tirne/Date 0910&2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 33 of 40 No Job NO Sheet NO Rev 'Mr DN33XC243 34 Software licensed tO 1 Pd°Platform Job Title Aspen Valley Hospital Ref • B✓ KJ5 0atN9-Aug-10 cnd 'client Sprint He DN33XC243.std oale/nme 09-Aug-201022:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) • 78 1:DEAD 0.001 -0.171 -0.001 0.171 0.00003 0.00000 0.00004 • • 2:SNOW -0.000 -0.082 -0.018 0.084 -0.00033 -0.00000 0.00000 3:SNOW PLAT 0.001 -0.258 0.005 0.258 0.00016 0.00000 0.00008 4:WIND X -0.350 -0.000 0.035 0.352 0.00101 -0.00045 0.00009 5:WIND Z 0.000 -0.031 _ 0.259 0.261 -0.00096 0.00003 -0.00000 6:SPRINT CAE 0.001 -0.181 -0.002 0.181 -0.00005 -0.00000 0.00007 7:1.2D 1.6S .8\ -0.278 -0.553 -0.006 0.619 0.00026 -0.00037 0.00020 ' 8:1.2D 1.6S .81 0.002 -0.578 0.173 0.603 -0.00131 0.00002 0.00012 9:1.2D 1.6WX . -0.558 -0.463 0.042 0.727 0.00142 -0.00072 0.00027 10:1.2D 1.6WZ 0.002 -0.512 0.401 0.650 -0.00172 0.00005 0.00012 11:DOUBLE SI 0.003 -0.990 0.181 1.007 -0.00106 0.00003 0.00025 79 1:DEAD -0.001 -0.171 -0.001 0.171 0.00003 -0.00000 -0.00004 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 0.00000 -0.00000 3:SNOW PLAT -0.001 -0.258 0.005 0.258 0.00016 -0.00000 -0.00008 4:WIND X -0.350 -0.001 0.055 0.355 0.00141 -0.00027 0.00009 5:WINDZ -0.000 -0.031 0.259 0.261 -0.00096 -0.00003 0.00000 6:SPRINTCAE -0.001 -0.181 -0.002 0.181 -0.00005 0.00000 -0.00007 7:1.2D 1.6S .81 -0.282 -0.554 0.011 0.622 0.00058 -0.00021 -0.00005 8:1.2D 1.6S .8\ -0.002 -0.578 0.173 0.603 -0.00131 -0.00002 -0.00012 9:1.2D 1.6WX . -0.562 -0.465 0.075 0.733 0.00206 j -0.00044 0.00002 • 10:1.2D 1.6WZ -0.002 -0.512 0.401 0.650 -0.00172 -0.00005 -0.00012 i 11:DOUBLE SI -0.003 -0.990 0.181 1.007 -0.00106 -0.00003 -0.00025 80 1:DEAD -0.002 -0.155 -0.000 0.155 0.00004 -0.00003 -0.00003 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.003 -0.227 0.006 0.227 0.00017 -0.00003 -0.00008 4:WIND X -0.3501 -0.001 0.057 0.355 0.00133 0.00053 0.00007 5:WIND Z -0.000 -0.029 0.271 0.273 -0.00048 -0.00067 0.00000 6:SPRINT CAE -0.002 -0.157 -0.002 0.157 -0.00005 0.00000 -0.00007 7:1.2D 1.6S .8\ -0.285 -0.506 0.013 0.581 0.00052 0.00037 -0.00007 8:1.2D 1.65 .8\ -0.005 -0.528 0.185 0.560 -0.00092 -0.00058 -0.00012 • 9:1.2D 1.6WX . -0.566 -0.417 0.079 0.707 i 0.00195 0.00080 -0.00001 10:1.2D 1.6WZ -0.005 -0.451 0.422 0.625 -0.00095 -0.00111 -0.00012 11:DOUBLE SI -0.010 -0.891 0.194 0.912 -0.00065 -0.00063 -0.00024 • 81 1:DEAD -0.002 -0.140 0.000 0.140 0.00011 0.00002 -0.00012 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 0.00007 0.00000 3:SNOW PLAT -0.003 -0.199 0.007 0.199 0.00023. 0.00001 -0.00018 Print Tim/Dale 09(0&20102201 STAAD/Pro for Windows Release 2000 Print Run 34 or40 ® Job No Sheet No Rev / DN33XC243 35 software licensed m Part Platform Job Title Aspen Valley Hospital Ref • C5 KJS 1)31'09-Aug-10 Chd Client Sprint File DN33XC243.std Date/Ome 09-Aug-2010 22:00 Node Displacements Cont... Node L/C I X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 4:WINDX -0.351 0.001 0.002 0.351 0.00006 0.00195 0.00016 5:WIND Z -0.000 -0.026 0.315 0.316 0.00088 -0.00067 -0.00013 6:SPRINT CAE -0.003 -0.136 -0.002 0.136 -0.00007 0.00001 -0.00012 7:1.20 1.6S .81 -0.286 -0.462 -0.029 0.544 -0.00043 0.00170 -0.00016 8:1.2D 1.6S .81 -0.005 -0.483 0.221 0.531 0.00022 -0.00040 -0.00038 9:1.2D 1.6WX -0.566 -0.371 -0.007 0.677 -0.00002 0.00319 -0.00003 10:1.2D 1.6WZ -0.005 -0.414 0.493 0.644 0.00129 -0.00100 -0.00048 11:DOUBLE St -0.011 -0.801 0.232 0.834 0.00058 -0.00039 -0.00067 82 1:DEAD 0-002 -0.156 0.000 0.156 0.00003 0.00002 0.00012 2:SNOW -0.000 -0.122 -0.018 0.123 -0.00034 0.00006 -0.00000 • 3:SNOW PLAT 0.003 -0.204 0.007 0.204 0.00017 0.00001 0.00018 • 4:WIND X -0.355 -0.002 -0.002 0.355 -0.00002 0.00028 0.00006 5:WIND Z -0.000 0.028 0.315 0.316 0.00133 -0.00681 0.00010 • 6:SPRINT CAE 0.003 -0.139 -0.002 0.140 -0.00006 0.00001 0-00012 7:1.2D 1.68 .81 -0.279 -0.552 i -0.033 0.619 -0.00058 0.00037 i 0.00033 • • 8:1.2D 1.6S .8\ 0.005 -0.528 0.221 0.572 0.00050 -0.00531 0.00036 9:1.2D 1.6WX . -0.563 -0.419 -0.015 0.702 -0.00023 0.00052 0.00037 10:1.2D 1.6WZ 0.005 -0.371 0.493 0.617 0.00193 -0,01083 0.00044 11:DOUBLE SI 0.011 -0.854 0.232 0.885 0.00077 -0.00529 0.00065 83 1:DEAD 0.002 -0.171 -0.001 0.171 0-00006 -0.00001 0.00003 2:SNOW -0.000 -0.122 -0.019 0.124 -0.00034 -0.00000 -0.00000 3:SNOW PLAT 0.003 -0.232 0.006 0.232 0.00018 0.00001 0.00008 4:WIND X -0.355 0.000 -0.020 0.356 -0.00043 0.00037 0.00007 5:WIND Z -0.000 0.031 0.831 0.832 0.01208 -0.00851 0.00000 6:SPRINTCAE 0.002 -0.160 -0.003 0.160 -0.00006 0.00001 . 0.00007 7:1.2D 1.6S .8\ -0.279 -0.593 -0.049 0.657 -0.00089 0.00029 0.00018 8:1.2D 1.6S .8\ 0-005 -0.569 0.631 0.850 0.00912 -0.00681 0.00012 9:1.2D 1.6WX . -0.563 -0.459 -0.044 0.728 -0.00086 0.00059 0.00024 10:1.2D 1.6WZ 0.005 -0.410 1.317 1.379 0-01915 -0.01362 0.00012 11:DOUBLE SI 0.010 -0.940 0.640 1.137 0.00941 -0.00680 0.00025 • • 84 1:DEAD 0.001 -0.187 -0.000 0.187 0.00006 0.00000 0.00004 2:SNOW -0.000 -0.122 -0.019 0.124 -0.00034 0.00000 0.00000 3:SNOW PLAT 0.001 -0.263 0.006 0.264 0.00018 0.00000 0.00008 4:WIND X -0.355 -0.000 -0.038 0.357 -0.00098 0.00031 0.00009 • 5:WIND Z -0.000 0.033 1.186 1 1.187 0.02104 -0.00368 -0.00000 6:SPRINTCAE 0.001 -0.185 -0.003 0.185 -0.00006 0.00000 0.00007 Print rme/Dre•09/08201022.01 STAAD/Pro for Windows Release 2000 Print Run 35 of 40 • • ' D J NO Sheer Na Rev N33XC243 36 software licensed to 1 Pan Platform Job Title Aspen Valley Hospital Ref 8Y KJS Ds1e09-Aug-10 cnd clan' Sprint I He DN33XC243.std Datertlme 09-Aug-2010 22:00 • • Node Displacements Cont... i Node L/C X Y Z Resultant rX rY rZ i (in) (in) (in) (in) (rad) (rad) (rad) • • 7:1.2D 1.6S .8\ -0.283 -0.641 -0.064 0.704 -0.00133 I 0.00026 0.00020 8:1.2D 1.6S .8\ 0.002 -0.615 0.915 1.103 0.01628 -0.00294 I 0.00012 9:1.2D 1.6WX -0.567 -0.507 -0.074 0.764 -0.00174 0.00051 0.00027 10:1.2D 1.6W2 0.002 -0.455 1.885 1.939 0.03349 -0.00589 0.00012 11:DOUBLE St 0.003 -1.037 0.924 1.389 0.01657 -0.00294 0.00025 • i• 85 1:DEAD -0.001 -0.187 -0.000 0.187 0.00006 -0.00000 -0.00004 2:SNOW 0.000 -0.122 -0.019 0.124 -0.00034 -0.00000 -0.00000 i 3:SNOW PLAT -0.001 -0.263 0.006 0.264 0.00018 -0.00000 -0.00008 4:WIND X -0.355 -0.001 -0.051 0.359 -0.00141 0.00014 0.00009 5:WIND Z 0.000 0.033 1.186 1.187 0.02104 0.00368 0.00000 6:SPRINT CAE -0.001 -0.185 -0.003 0.185 -0.00006 -0.00000 -0.00007 7:1.2D 1.6S.81 -0.286 -0.642 -0.075 0.707 -0.00168 0.00010 -0.00005 8:1.2D 1.6S.81 -0.002 -0.615 0.915 1.103 0.01628 0.00294 -0.00012 iI 9:1.2D 1.6WX -0.570 -0.509 -0.095 0.770 -0.00244 0.00022 0.00002 10:1.20 1.6WZ -0.002 -0.455 1.885 1.939 0.03349 0.00589 -0.00012 • 11:DOUBLE SI -0.003 -1.037 0.924 1.389 0.01657 0.00294 -0.00025 86 1:DEAD -0.002 -0.171 -0.001 0.171 0.00006 0.00001 -0.00003 2:SNOW 0.000 -0.122 -0.019 0.124 -0.00034 0.00000 0.00000 3:SNOW PLAT -0.003 -0.232 0.006 0.232 0.00018 -0.00001 -0.00008 I 4:WIND X -0.356 -0.001 -0.049 0.359 -0.00135 -0.00052 0.00007 5:WINDZ 0.000 0.031 I 0.831 0.832 0.01208 0.00851 -0.00000 6:SPRINT CAE -0.002 -0.160 -0.003 0.160 -0.00006 -0.00001 -0.00007 7:1.2D 1.6S .81 -0.290 -0.594 -0.073 0.665 -0.00162 -0.00041 -0.00007 8:1.2D 1.6S .81 -0.005 -0.569 0.631 0.850 0.00912 0.00681 -0.00012 9:1.2D 1.6WX -0.574 -0.461 -0.092 0.742 -0.00233 -0.00083 -0.00001 10:1.2D 1.6WZ -0.005 -0.410 1.317 1.379 0.01915 0.01362 -0.00012 11:DOUBLE SI -0.010 -0.940 0.640 1.137 0.00941 0.00680 -0.00025 87 1:DEAD -0.002 -0.156 0.000 0.156 0.00003 -0.00002 -0.00012 2:SNOW 0.000 -0.122 -0.018 0.123 -0.00034 -0.00006 0.00000 3:SNOW PLAT -0.003 -0.204 0.007 0.204 0.00017 -0.00001 -0.00018 4:WIND X -0.356 0.001 0.002 0.356 -0.00007 -0.00185 0.00016 5:WIND Z 0.000 0.028 _ 0.315 0.316 0.00133 0.00681 -0.00010 6:SPRINT CAE -0.003 -0.139 -0.002 0.140 -0.00006 -0.00001 -0.00012 7:1.2D 1.6S .8l -0.290 -0.550 • -0.029 0.622 -0.00062 -0.00162 -0.00015 8:1.2D 1.85 .81 -0.005 -0.528 0.221 0.572 0.00050 0.00531 -0.00036 9:1.2D 1.6WX . -0.575 -0.415 -0.007 0.709 -0.00030 -0.00303 -0.00002 Print Time/Dale'09108)20102201 __-- STAAD/Pro for Windows Release 2000 Print Run 36 of 40 I Job No Sheet No Rev DN33XC243 37 Software licensed to f Pdn Platform Job Tale Aspen Valley Hospital Ref • ev KJS Da1879-Auo40 cm Client Sprint Pie DN33XC243.std I oaternme 09-Aug-201022:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 10:1.2D 1.6WZ -0.005 -0.371 0.493 0.617 0.00193 0.01083 -0.00044 11:DOUBLE SI -0.011 -0.854 0.232 0.885 0.00077 0.00529 -0.00065 88 1:DEAD 0.001 -0.160 0.000 0.160 0.00014 -0.00004 -0.00010 2:SNOW 0.000 -0.102 -0.018 0.104 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.003 -0.215 0.007 0.215 0.00029 -0.00007 -0.00019 4:WIND X -0.344 -0.001 -0.002 0.344 -0.00000 0.00006 -0.00010 5:WINDZ -0.129 -0.020 0.315 0.341 0.00106 0.00055 0.00249 6:SPRINT CAE 0.002 -0.136 -0.002 0.136 -0.00006 -0.00005 -0.00014 7:1.2D 1.6S .8\ -0.270 -0.519 -0.033 0.586 -0.00044 -0.00004 -0.00038 8:1.2D 1.6S .8\ -0.098 -0.534 0.221 0.586 0.00040 0.00035 0.00169 • 9:1.2D 1.6WX -0.546 -0.408 -0.014 0.682 -0.00008 0.00001 -0.00045 • 10:1.2D 1.6WZ -0.202 -0.438 0.493 0.689 0.00162 0.00079 0.00368 • 11:DOUBLE St -0.094 -0.878 0.232 0.913 0.00086 0.00024 0.00139 89 1:DEAD -0.001 -0.160 0.000 0.160 0.00014 0.00004 0.00010 • • 2:SNOW -0.000 -0.102 -0.018 0.104 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.003 -0.215 0.007 0.215 0.00029 0.00007 0.00019 4:WIND X -0.658 0.001 0.002 0.658 -0.00000 -0.00007 0.00039 5:WIND Z 0.129 -0.020 0.315 0.341 0.00106 -0.00055 -0.00249 6:SPRINT CAE -0.002 -0.136 -0.002 0.136 -0.00006 0.00005 0.00014 7:1.2D 1.6S .8\ -0.531 -0.517 -0.029 0.742 -0.00044 0.00003 0.00061 8:1.2D 1.6S .8\ 0.098 -0.534 0.221 0.586 0.00040 -0.00035 -0.00169 9:1.2D 1.6WX . -1.058 -0.404 -0.007 1.132 -0.00008 -0.00002 0-00091 10:1.2D 1.6WZ 0.202 -0.438 0.493 0.689 0.00162 -0.00079 -0.00368 • • 11:DOUBLE SI 0.094 -0.878 0.232 0.913 0.00086 -0.00024 -0.00139 • • • • • Print rmeJDale.09!0612010 22'01 STAAD/Pro for Windows Release 2000 Print Run 37 of 40 \� Job Na Sheet KO Rev DN33XC243 38 , Software licensed lot PalPlatform J Job Tale Aspen Valley Hospital Ref eV KJS Date09-Aug-10 CM Chen' Sprint Fi1e DN33XC243.std Dalefrime 09-Aug-2010 22:0D Reactions Horizontal Vertical Horizontal Moment . Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) , (kip-in) (kip-in) 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 • 2:SNOW -0.001 34,077 0.025 -1.98E 3 0.000 0.000 3:SNOW PLAT -0.000 3.080 0.004 -254.525 0.000 0.000 4:WIND X 0.393 0.133 0.031 -10.608 0.000 0.000 j 5:WIND Z 0.009 -0.479 -0.825 28.838 0.000 0.000 • 6:SPRINT CAE -0.000 2.053 0.003 -169.682 0.000 0.000 • 7:1.201.68 .8\ 0.313 71.379 0.081 4.25E 3 0.000 0.000 • I• 8:1.2D 1.6S .81 0.005 70.889 -0.605 -4.21E 3 0.000 0.000 9:1.2D 1.6WX. 0.628 34.000 _ 0.078 -2.08E 3 0.000 0.000 i 10:1.20 1.6WZ 0.013 33.021 -1.293 -2.02E 3 0.000 0.000 11:DOUBLE SI 0.005 75.817 -0.598 -4.62E 3 0.000 0.000 5 1:DEAD 0.001 11.905 0.010 -726.994 0.000 0.000 • • 2:SNOW 0.001 34.077 0.025 -1.98E 3 0.000 0.000 • • 3:SNOW PLAT 0.000 3.080 0.004 -254.525 0.000 0.000 • 4:WIND X 0.393 -0.133 -0.034 10-564 0.000 0.000 5:WIND Z -0.009 -0.479 -0.825 28.838 0.000 0.000 6:SPRINT CAE 0.000 2.053 0.003 -169.682 0.000 0.000 7:1.2D 1.6S .8\ 0.316 71.166 0.029 -4.23E 3 0.000 0.000 8:1.20 1.6S .8\ -0.005 70.889 -0.605 -4.21E 3 0.000 0.000 9:1.201.6WX. 0.630 33.575 -0.026 2.05E 3 0.000 0.000 • • 10:1.2D 1.6W2 -0.013 33.021 -1.293 -2.02E 3 0.000 0.000 11:DOUBLE SI -0.005 75.817 -0.598 -4.62E 3 0.000 0.000 31 1:DEAD -0.006 12.733 -0.010 759.633 0.000 0.000 • 2:SNOW -0.001 34.073 -0.025 1.98E 3 0.000 0.000 • 3:SNOW PLAT -0.001 4.420 -0.004 307.735 0.000 0.000 4:WIND X 0.567 0.205 -0.070 13.001 0.000 0.000 5:WINDZ -0.009 0.479 -1.095 11.222 0.000 0.000 6:SPRINT CAE -0.001 2.947 -0.003 205.158 0.000 0.000 7:1.2D 1.6S .81 0.445 73.497 -0.111 4.33E 3 0.000 0.000 8:1.2D 1.6S .8\ -0.016 73.716 -0.931 4.33E 3 0.000 0.000 9:1.201.6WX 0.899 36.180 -0.139 2.17E 3 0.000 0.000 10:1.2D 1.6W2 -0.023 36.619 -1.779 2.16E 3 0.000 0.000 11:DOUBLE SI -0.017 80.789 -0.938 4.82E 3 0.000 0.000 35 1:DEAD 0.006 12.733 -0.010 759.633 0.000 0.000 2:SNOW 0.001 34.073 -0.025 1.98E 3 0.000 0.000 Print Time/Da'e De08/20102201 STAAD/Pro for Windows Release 2000 Prin'Run 35 0140 II Job No _.._. ___... sheet No Rev..._ DN33XC243 39 Pa"Platform Sol ware licensed to 1 Job Title Aspen Valley Hospital Ref SS KJS Daieo9-Aug-10 Cbd Client Sprint File DN33XC243.std Deteflime 09-Aug-201022:00 Reactions Cont... Horizontal Vertical Horizontal Moment Node I UC FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip in) 3:SNOW PLAT 0.001 4.420 -0.004 307.735 0.000 0.000 4:WIND X 0.567 -0.205 0.072 -12.902 0.000 0.000 5:WINDZ 0.009 0.479 -1.095 11.222 0.000 0.000 6:SPRINT CAE 0.001 2.947 -0.003 205.158 0.000 0.000 7:1.2D 1.65 .81 0.462 73.169 0.002 4.31E 3 0.000 0,000 8:1.20 1.6S .8\ 0.016 73.716 -0.931 4.33E 3 0.000 0.000 9:1.2D 1.6WX 0.915 35.524 0.088 2.12E 3 0.000 0.000 • 10:1.2D 1.6WZ 0.023 36.619 -1.779 2.16E 3 0.000 0.000 11:DOUBLE SI 0.017 80.789 -0.938 4.82E 3 0.000 0.000 Reaction Summary • Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) Max FX 35 9:1.2D 1.6WX . 0.915 35.524 0.088 2.12E 3 0.000 0.000 Min FX 31 10:1,2D 1.6WZ -0.023 36.619 -1.779 2.16E 3 0.000 0.000 Max FY 31 11:DOUBLE SI -0.017 60.789 -0.938 4.82E 3 0.000 0.000 Min FY 5 5:WIND Z -0.009 -0.479 -0.825 28.838 0.000 0.000 Max FZ 35 9:1.2D 1.6WX 0.915 35.524 '' 0.088 2.12E 3 0.000 0.000 • Min FZ 35 10:1.2D 1.6WZ 0.023 36 619 -1.779 2.16E 3 0.000 0.000 Max MX 31 11:DOUBLE SI -0.017 80.789 -0.938 4.82E 3 0.000 0.000 Min MX 1 11:DOUBLE SI 0.005 I 75.817 -0.598 -4.62E 3 0.000 0.000 Max MY 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Min MY 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Max MZ 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Min MZ 1 1:DEAD -0.001 11.905 0.010 -726.994 0,000 0.000 • • Print Run 39 of 40 Print TimelDZte osfoenaoner STAADIPro for Wintlows Release 2000 \\\ 40 J�No I Snr N> I Rev -. DN33XC243 ee Software lcensod to 1 Pan Platform Job fettle Aspen Valley Hospital Ret aient BY KJS Da1009-Aug-10 Clod Sprint P'�e DN33XC243.std IDatertime 09-Aug-2010 22:00 • it ®e sr R � /rte triva s ard, "Ash a • L-x Z Whole Structure Print Time/Date 09108/2010 22:01 STAAD/Pro for or Windows Release 2000 _—"0000 -_ �--_— Print Run 40 of 40 Monday, August 09, 2020, 10:02 PM PAGE NO. ************************************************** * * STAAD/Pro * version 2000 Build 1009 * * Proprietary Program of * RESEARCH ENGINEERS, Inc. * * Date- AUG 9, 2010 * * Time= 22: 2: 7 • USER ID: 1 * ******************F*F*****F*********************** 1. STAAD SPACE DXF IMPORT OF 0N33XC243.0XF 2. START JOB INFORMATION 3. JOB NAME ASPEN VALLEY HOSPITAL 4. JOB CLIENT SPRINT S. JOB NO DN33XC243 6. JOB PART PLATFORM 7. ENGINEER NAME KJS 8. ENGINEER DATE 09-AUG-10 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET POUND 12. JOINT COORDINATES 13. 1 17.3817 -1 -36.2481; 2 25.1942 -1 -36.2481; 3 33.0067 -1 -36.2481 14. 4 40.8192 -1 -36.2481; 5 48.6317 -1 -36.2481; 6 17.3817 -1 -31.7481 15. 7 25.1942 -1 -31.7481; 8 33.0067 -31.7481; 9 40.8192 -1 -31.7481 16. 10 4846317 -1 -31.7481; 11 17.3817 -1 -26.7481; 12 25.1942 -1 -26.7481 17. 13 33.0067 -1 -26.7481; 14 40.8192 -1 -26.7481; 15 48.6317 -1 -26.7481 18. 16 17.3817 -1 -21.7481; 17 25.1942 -1 -21.7431; 18 33.0067 -1 -21.7461 19. 19 40.8192 -1 -21.7481; 20 48.6317 -1 -21.7481; 21 17.3817 -1 -16.7481 20. 22 25.1942 -1 -16.7481; 23 33.0067 -1 -16.7481; 24 40.8192 -1 -16.7481 21. 25 48.6317 -1 -16.7481; 26 17.3817 -7 -11.7481; 27 25.1942 -1 -11.7481 22. 28 33.0067 -1 -11.7481; 29 40.6192 -1 -11.7481; 30 48.6317 -1 -11,7481 23. 31 17.3817 -1 -7.24806; 32 25.1942 -1 -7.24806; 33 33.0067 -1 -7.24806 24. 34 40.8192 -1 -7.24806; 35 48.6317 -1 -7.24806; 36 17.3817 -1 -24.7461 25. 37 17.3817 1.5 -24.7481; 38 17.3817 -1 -14.7481; 39 17.3817 1.5 -14.7481 26. 40 48.6317 -1 -14.7481; 41 48.6317 1.5 -14.7481; 42 48.6317 -1 --24.7481 27. 43 48.6317 1.5 -24.7181; 44 23.0067 1.5 -14.7481; 45 27.0067 1.5 -14.7461 20. 46 31.0067 1.5 -14.7481; 47 35.0067 1.5 -14.7481; 48 39.0067 1.5 -14.7431 29. 49 43.0067 1.5 -14.7481; 50 23.0067 1.5 -24.7481; 51 27.0067 1.5 -24.7481 30. 52 31.0067 1.5 -24.7481; 53 35.0067 1.5 -24.74812 54 39.0067 1.5 -24.7481 31. 55 43.0067 1.5 -24.7481; 56 23.0067 1.5 -19.7481; 57 27.0067 1.5 -19.7481 32. 58 31.0067 1.5 -19.7481; 59 35.0067 1.5 -19.7481; 60 39.0067 1.5 -19.7481 33. 61 43.0067 1.5 -19.7461; 62 23.0067 7.5 -14.7481; 63 27.0367 7.5 -14.7481 34. 64 31.0067 7.5 -14.7461; 65 35.0067 7.5 -14.7481; 66 39.0067 7.5 -14.7481 35. 67 43.00227 7.5 -14.7481; 68 23.0067 7.5 -24.7481; 69 27.0067 7.5 -24.7481 36. 70 31.0067 7.5 -24.7481; 71 35.0067 7.5 -24.7481; 72 39.0067 7.5 -24.7481 37. 73 43.0067 7.5 -24.7481; 74 23.0067 7.5 -19.7481; 75 43.0067 7.5 -199.7481 38. 76 23.0067 4.5 -14.7481; 77 27.0067 4.5 -14.7981; 78 31.0067 4.5 -14.7481 39. 79 35.0067 4.5 -14.7481; 80 39.0067 4.5 -14.7481; 81 43.0067 4.5 -14.7461 40. 82 23.0067 4.5 -24.7481; 83 27.6067 4.5 -24.7481; 84 31.0067 4.5 -24.7481 41. 85 35.0067 4.5 -24.7481; 86 39.0067 4.5 -24.7481; 87 43.0067 4.5 -24.7481 F: STAAD\Di3XC243.an.' Page 2 of 27 • _ ...... _._ Monday, August 09, 2010, 10:02 PM _...-DXF IMPORT OF DN33XC243.0XF _. _. -- PAGE NO. 2 ..._. _. _._ . 42. 88 23.0057 4,5 -19.7481; 89 43.0067 4.5 -19.7481 43. MEMBER INCIDENCES 44. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 11 12; 10 12 13 45. 11 13 14; 12 14 15; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 21 22; 18 22 23 46. 19 23 24; 20 24 25; 21 26 27; 22 27 26; 23 28 29; 24 29 30; 25 31 32; 26 32 33 47. 27 33 34; 28 34 35; 29 31 26; 30 26 38; 31 21 16; 32 16 36; 33 11 6; 34 6 1 48. 35 35 30; 36 30 40; 37 25 23; 38 20 42; 39 15 10; 40 10 5; 41 36 37; 42 38 39 49. 43 40 41; 44 42 43; 45 39 44; 46 44 45; 47 45 46; 48 45 47; 49 47 48; 50 48 49 50. 51 49 41; 52 37 50; 53 50 51; 54 51 52; 55 52 53; 56 53 54; 57 54 55; 58 55 43 51. 59 44 56; 60 56 50; 61 45 57; 62 57 51; 63 46 58; 64 58 52; 65 47 59; 66 59 53 52. 57 48 60; 68 60 54; 69 49 61; 70 61 55; 71 62 63; 72 63 64; 73 64 65; 74 65 66 53. 75 66 67; 76 68 69; 77 69 70; 78 70 71; 79 71 72; 80 72 73; 81 62 74; 82 74 68 54. 83 67 75; 84 75 73; 85 76 77; 86 77 78; 87 78 79; 88 79 80; 89 80 81; 90 62 83 • 55. 91 83 84; 92 84 85; 93 85 86; 94 86 87; 95 76 88; 96 88 82; 97 81 89; 98 89 87 56. 99 44 76; 100 76 62; 101 45 77; 102 77 63; :03 46 78; 104 78 64; 105 47 79 57. 106 79 65; 107 43 80; 108 80 66; 109 49 81; 110 81 67; 111 61 89; 112 89 75 58, 113 55 87; 114 87 73; 115 54 86; 116 86 72; 117 53 85; 118 85 71; 119 52 84 59. 120 84 70; 121 51 83; 122 83 69; 123 50 82; 124 82 68; 125 56 88; 126 88 74 60. 127 50 57; 128 44 57; 129 49 60; 130 55 60; 131 44 77; 132 77 62; 133 67 80 61. 134 80 49; 135 73 86; 136 86 55; 137 68 83; 138 83 50; 139 68 88; 140 88 50 E2. 141 73 89; 142 89 55; 143 36 11; 144 38 21; 145 40 25; 146 42 15 63. MEMBER PROPERTY AMERICAN 64. 1 TO 26 TABLE ST W12X19 65. 29 TO 40 143 TO 146 TABLE ST W24X84 66. 41 TO 44 TABLE ST TUB40403 67. 45 TO 58 TABLE ST W12X26 68. 59 TO 70 TABLE ST W10X15 69. 71 TO 126 TABLE ST TU325253 70. 127 TO 142 TABLE ST TU820203 71. UNIT INCHES RIP 72. CONSTANTS 73. R 29000 MEMB 1 TO 146 74. POISSON 0.3 MEMB 1 TO 146 75. DENSITY 0.000283 MEMB 1 TO 146 76. ALPHA 6E-006 MEMB 1 TO 146 77. UNIT FEET POUND 78. MENDER RELEASE 79. 85 TO 98 127 TO 142 START MY ME 80. 85 TO 98 127 TO 142 END MY MZ 81. 51 58 END MZ 82. 45 52 START MX 83. 60 62 64 66 68 70 END MY ME 84. 59 61 63 65 67 69 START MY ME 85. SUPPORTS 86. 1 5 31 35 FIXED BUT NY MZ 87. LOAD 1 DEAD 88. SELEWEIGH'T Y -1 89. MEMBER LOAD 90. 29 TO 40 143 TO 146 UNI GY -532 91. 597TO 70 UNI GY -48 92. E5 TO 98 UNI GY -20 93. 46 TO 50 53 TO 57 59 60 69 TO 84 UNT GY -10 94. LOAD 2 SNOW 95. MEMBER LOAD 96. 29 TO 40 143 TO 146 UNI GY -2350 97. LCAD 3 SNOW PLATFORM N;\STAAG\033XC243.an1 Page 2 of 17 • • DXF IMPORT OF DN --- -- - --- -_. __ Monday, August 09, 2010, 10:02 PM 33XC243.0Xc -- PAGE NO. 3 98. MEMBER LOAD 99. 61 TO 68 UNI GY -300 10C. 59 60 69 70 UNI GY -150 101. LOAD 4 WIND X 102. MEMBER LOAD 103. 111 112 UNI GX -160 104. 109 110 113 114 UNI GX. -80 105. LOAD 5 WIND Z 106. MEMBER LOAD. 107. 115 TO 122 UNI GZ 126 108. 113 114 123 124 UNI GZ 64 109. LOAD 6 SPRINT CABINET 110. JO=NT LOAD 111. 57 TO 60 FY -2500 112. LOAD COMB 7 1.2D 1.65 .8WX 113. 1 1.2 6 1.2 2 1.6 4 0.8 114. LOAD COMB 8 1.2D 1.6S .8W2 115. 1 1.2 6 1.2 2 1.6 5 0.8 116. LOAD COMB 9 1.20 1.6WX .5S 117. 1 1.2 6 ] .2 4 1.6 2 0.5 118. LOAD COMB 10 1.20 1.6E1 .55 119. 2 0.5 1 1.2 6 1.2 5 1.6 120. LOAD COMB 11 DOUBLE SNOW WITH WIND Z 121. 1 1.2 6 1.2 2 1.6 3 1.6 5 0.8 122. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 89/ 146/ 4 ORIGINAL/FINAL BAND-WIDTH = 38/ 13 TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 518 SIZE OF STIFFNESS MATRIX = 41440 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.49/26636.4 MB, EXMEM = 3850.4 MS ++ Processing Element Stiffness Matrix. 22: 2: 8 ++ Processing Global Stiffness Matrix. 22: 2: 8 -+ Processing Triangular Factorization. 22: 2: 8 ++ Calculating Joint Displacements. 22: 2: 8 ++ Calculating Member Forces. 22: 2: 8 123. UNIT INCHES POUND 124. PARAMETER 125. CODE LRFD 126. FYLD 500CC MEMB 29 TO 40 45 TO 70 143 TO 146 127. CHECK CODE MEMB 29 TO 146 W.\STAAL\033XC243.an1 Page 3 of 17 Monday, August 09, 2010, 10:02 FM uX9 IMPORT OF DN33XC243.DXF _... PAGE NO. 4 STAAD-III CODE CHECKING - (LRFD) *4****** ************** ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAT COND/ RATIO/ LOADING/ FX MY MZ LOCATION 29 ST W24 X84 PASS LRFD-H1-1B-C 0.4?9 11 937.73 C -2.06 4819558.00 0.00 30 ST W24 X84 PASS SEEAR-Y 0.196 11 937.73 C -942.14 1022736.50 0.00 31 ST W24 X84 PASS LRFD-H1-1B-T 0.237 7 138.20 T 34085.37 -2152309.50 60.00 32 ST 524 X84 PASS LRFD-H1-1B-T 0.237 7 137.85 T 31150.33 -2152311.25 D.00 33 ST 524 X84 PASS SHEAR-Y 0.179 11 598.27 T 277.69 1093288.12 60.00 34 ST W24 X84 PASS LRFD-H1-113-T 0.459 11 598.27 T -0.13 4621599.00 54.00 35 ST W24 X84 PASS LRFD-H1-.B-C 0.479 11 537.73 C 2.06 4819557.00 0.00 36 ST W24 X84 PASS SHEAR-Y 0.:96 11 937.73 C 942.75 1022733.69 0.00 W:ASTAADID33Y.C243.an1 Page 4 of 17 Monday, August 09, 2010, 10:02 PM ... _. _.. DXF IM?ORT OF GN33XC293.DXF -- PAGE Np'. 5 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MI LOCATION 37 ST W24 X84 PASS LRFD-H1-1R-T 0.236 7 69.10 T 34522.01 -2143215.25 60.00 38 ST 824 X84 PASS LRFD-H1-1B-T 0.236 7 69.45 T 34590.47 -2143215.00 0.00 3S ST P24 X84 PASS SHEAR-Y 0.179 11 598.27 T -277.69 1093287.00 60.00 40 ST W24 X64 PASS LRFD-H1-173-T 0.459 11 598.27 T 0.13 4621599.00 54.00 41 ST TUB 40403 PASS LRFG-H1-1B-C 0.393 10 4916.77 C 43240.2: -2826.08 0.00 42 ST TUB 40403 PASS LRFD-81-1E-C 0.450 10 6732.91 C 48738.65 -3089.57 0.00 43 ST TUB 40403 PASS LRFD-81-1B-C 0.450 10 6732.83 C 46738.61 3089.67 C.00 44 ST TUB 40403 PASS LRFD-31-1B-C 0.393 10 4916.82 C 43240.20 2826.08 0.00 45 ST W12 X26 PASS LRFD-H1-1B-C 0.629 11 115.68 C -49367.59 -820469.94 67.50 46 ST W12 X26 PASS LRFD-711-18-T 0.641 11 21911.40 T -47903.59 -803044.44 0.00 W:\STAAD\023XC243.anl Page 5 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF _ _.. _. _. _. _. _... PAGE NO. 6 ALL UNITS ARE - POUR INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ EX MY Mz LOCATION 47 ST W12 X26 PASS LRFD-H1-113-T 0.175 11 22032.74 7 -3131.87 -224840.12 48.00 48 ST W12 X26 PASS LRFD-H1-1B-T 0.173 11 22092.49 T -3004.72 -222458.09 0.00 49 ST 812 X26 PASS LRFD-H1-1B-T 0.175 11 22032.74 T -3132.08 -224840.69 0.0C 50 Si 812 X26 PASS LRFD-H1-1B-T 0.641 11 21 911.40 T -47903.66 -803044.19 48.00 51 ST 812 X26 PASS LRFD-H1-1B-C 0.629 11 115.70 C -49367.52 -820469.75 0.00 52 ST 812 X26 PASS LRFD-81-1B-C 0.540 11 111.39 C -29984.21 -760236.19 67.50 53 ST W12 826 PASS LRFD-H1-113-1 0.558 11 18815.46 T -32125.69 -743121.50 0.00 54 ST W12 826 PASS LRFD-81-1B-T 0.160 11 18936.36 T -635.03 -219535.56 45.00 55 ST 812 826 PASS LRFD-H1-1B-T C.165 11 18996.09 T -2721.59 -217176.09 0.00 W:\STAAD\D33XC293.an1 ---- ----_- ' -__-' -- ----Page 6 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 7 - -- ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY ME LOCATION 56 ST W12 X26 PASS LRFD-H1-IE-T 0.160 11 18936.35 T -635.15 -219533.42 0.00 57 ST W12 X26 PASS LRFD-H11-1B-T 0.558 11 18815.48 T -32125.60 -743120.33 48.00 58 ST W12 X26 PASS LRFD-HI-1B-C 0.540 11 111.40 C -29984.16 -760235.75 0.00 59 ST W.0 X15 PASS LRFD-H1-.B-C 0.144 11 753.24 C 1258.55 -80699.86 60.00 60 ST W10 X15 PASS :,RFD-H1-13-C 0.141 10 754.1C C 2784.33 -69389.65 0.00 61 ST W10 X15 PASS LR D-H1-1B-T 0.285 11 1522.30 T 277.59 -174420.98 60.00 62 ST W10 X15 PASS LRFD-H1-1B-C 0.287 11 1324.37 C 277.59 -174238.61 0.00 63 ST W10 X15 PASS LRFD-HI-1B-C 0.278 "_1 305.10 C 0.00 -173335.52 60.00 64 ST W10 X15 PASS LRFD-HI-1B-C 0.278 11 305.14 C 0.00 -173335.88 0.00 • W:1STAADV03 XC243.anl Page 7 of 17 • -- --- _. _ Monday, August 09, 2010, 10:02 PM 3XF IMPORT OF 0E3350243.DXF - - --- -- - -- -- - -- PAGE NO. 3 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ 3 FX MY ME LOCATION 65 ST W10 X15 PASS LRFD-H1-113-C 0.278 305.01 C 0.00 -173335.27 60.00 66 ST k10 115 PASS LRFD-Hi-'_A-C 0.278 305.20 C G. -173330.27 0.00 67 ST W10 X15 PASS LRFD-r:1-1B-T 0,285 11 1522.01 T -277.59 -174421.14 60.00 68 ST W10 X15 PASS LRFD-81-iB-C 0.287 11 • 1324.36 C -277.59 -174238.81 0.00 69 ST W10 XIS PASS LRFD-H'--B-C 0.243 9 144.22 C 21492.80 -21520.82 60.00 70 ST W10 X15 PASS LRFG-HI-1B-C 0.240 9 103.51 C 21429.47 -20473.78 71 ST TUB 25253 0.00 PASS LRFD-HI-SA-C 0.375 11 13967.48 C 1392.63 1377.05 0.00 72 ST TUB 25253 PASS LRFD-81-1A-C 0.416 14096.16 C 462.86 -4250.35 48.00 73 ST TUB 25253 PASS LRFD-HI-IA-C 0.358 11 14184.40 C 335.65 -1305.86 0.00 • N:\STAAD1D33XC243.anZ _-_- Page 8 of 17 I Monday, August 09, 2010, 10:02 PM DXF IMPORT CF GN33^.C293.DXF -- PAGE NO. 9 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY M2 LOCATION 74 ST TUB 25253 PASS LRFD-E1-1A-C 0.416 11 14096.16 C 462.87 -4250.28 0.00 75 ST TUB 25253 PASS LRFD-H1-1A-C 0.375 11 13967.46 C 1392.83 1377.06 48.00 76 ST TUB 25253 PASS LRFD-H1-1B-C 0.745 10 6299.56 C 30006.37 517.02 0.00 77 ST TUB 25253 PASS LRFD-H1-1B-C 0.632 10 6353.05 C -23607.14 -1768.67 48.00 78 ST TUB 25253 PASS LPFD-B1-1A-C 0.531 11 13743.21 C -9713.99 -1265.26 0.00 79 ST TUB 25253 PASS LRFD-E1-IB-C 0.632 10 6353.06 C -23607.06 -1768.65 0.00 80 ST TUB 25253 PASS LRFD-HI-1B-C 0.745 10 6299.59 C 30008.37 517.02 48.00 81 ST TUB 25253 PASS LAM-FA-1B-C 0.221 10 103.80 C 7732.62 -2230.57 60.00 82 ST TUB 25253 PASS LRFD-H1-1B-C 0.575 10 154.37 C 24530.39 -1446.07 60.00 W:IS7AAD\D33XC243.anl Page 9 of 27 Monday, August 09, 2010, 10:02 PM CXP IMPORT OF DN332.C243.JXF -- PAGE NO. 10 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ IX MY MS LOCATION 83 ST TUB 25253 PASS LRFD-H1-13-C 0.365 9 49.62 C 16454.31 -70.15 60.00 84 ST TUB 25253 PASS LRFD-E1-1B-C 0.575 10 :54.36 C -24530.39 -1446.07 60.00 85 ST TUB 25253 PASS LRFD-H1-18-C 0.008 11 691.58 C 0.00 0.00 46.00 86 ST TUB 25253 PASS LRF}H'_-:S-C 0.078 11 6779.60 C 0.00 0.00 48.00 87 ST TUB 25253 PASS LBFC-H1-1B-C 0.078 11 6751.10 C 0.00 0.00 40.00 88 ST TUB 25253 PASS LRFD-H1-1B-C 0.078 11 6779.59 C 0.00 0.00 48.00 89 ST TUB 25253 PASS LRFD-H1-1B-C 3.009 9 767.02 C 0.00 0.00 48.30 90 ST TUB 25253 PASS LRFD-H1-1B-C 0.037 11 643.07 C 0.00 0.00 48.00 91 ST TUB 25253 PASS LRFD-H1-18-C 0.077 11 6662.68 C 0.00 0.00 48.00 W:\STAA0\17939C243.anl Page 20 of 17 Monday, August 09, 2010, 10:02 PM, DXF IMPORT OF DN33XC243.DXF - - -- -- - -- PAGE NO. 11 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 92 ST TUB 25253 PASS LRFC-H1-1B-C 0.076 11 6636.95 C 0.00 0.00 48.00 93 ST TUB 25253 PASS LRFD-H1-1B-C 0.077 11 6662.68 C 0.90 0.00 48.00 94 ST TUB 25253 PASS LRFD-HI-1B-C 0.009 9 778.39 C 0"00 0.00 48.00 95 ST TUB 25253 PASS SHEAR-'t 0.004 11 93.11 T 0.00 0.00 60.00 96 57 TUB 25253 PASS SPEAR-Y 0.004 11 67.48 C 0.00 0.00 60.00 97 ST TUB 25253 PASS SHEAR-Y 0.004 11 93.12 T 0.00 0.00 60.00 98 SI TUB 25253 PASS SHEAR-Y 0.004 11 67.44 C 0.00 0.00 60.00 99 ST TUB 25253 PASS LRFD-H1-1A-C 0.577 11 11047.51 C 182.44 -17132.17 0.00 100 ST TUB 25253 PASS LRFD-H -1A-C 6.330 11 10589.55 C 567.90 4288.55 0.00 W'\S1'AAD\033XC243.a11 Page 11 of 17 Monday, August 09, 2010, 20:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 12 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY M2 LOCATION 101 ST TUB 25253 PASS LRFD-Hi-1A-7 0.558 11 25463.55 T -51.81 -4468.53 0.00 102 ST TUB 25253 PASS LRFD-H1-1B-C 0.099 11 201.69 C -40.63 4365.38 36.00 103 ST TUB 25253 PASS :.RFD-H1-12-C 0.054 11 70.09 C -32.61 -2382.73 0.00 104 ST TUB 25253 PASS LRFD-H1-18-T 0.069 11 92.65 T 154.75 2944.45 36.60 105 ST TUB 25253 PASS LRFD-H1-113-C 0.054 11 70.02 C -32.62 2382.72 0.00 106 ST TUB 25253 PASS LF.FD-H1-18-T 0.069 11 92.77 T 154.76 -2944.45 36.00 107 ST TUB 25253 PASS LRFD-P1-1A-T 0.568 11 25463.49 T -51.82 44668.52 0.00 108 ST TUB 25253 PASS L2FD-61-1B-C 0.099 11 201.71 C -40.63 -4365.38 36.00 109 ST TUB 25253 PASS LRFD-HI-1A 0.577 11 11047.55 C 182.45 17132.17 0.00 W:15TAADD33%C243.an1 Page 12 of 17 . I. Monday, August 09, 2010, 10:02 PM DXF IMPORT OF 01133X7243.0XF -- PAGE NO. 13 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL GOND/ RATIO/ LOADING/ FX MY ME LOCATION 110 ST TUB 25253 PASS LRFD-H1-1A-C 0.330 11 10889.34 C 567.90 -4238.55 0.00 1 11 ST TUB 25253 PASS TREE-HI-IB-C 0.270 9 242.01 C -417.68 11721.91 36.00 112 ST TUB 25253 PASS LRFD-H1-1B-C 0.264 9 81.82 C -417.68 11520.06 0.00 113 ST TUB 25253 PASS LRFD-H1-1A-C 0.561 11 10063.50 C -1466.91 16073.90 0.00 114 ST TUB 25253 PASS LRFD-111-1A-C 0.347 11 9905.28 C -2747.53 -4040.04 0.00 115 ST TUB 25253 PASS LRFD-H1-1A-T 0.592 11 24351.05 T -6607.77 204.91 36.00 116 ST TUB 25253 PASS LRFD-H1-1B-C 0.190 10 162.28 C -8507.67 48.12 0.00 117 ST TUB 25253 PASS LRFD-E1-1B-C 0.392 10 140.44 C -17616.62 31.11 36.00 118 ST TUB 25253 PASS LRFD-H1-18-C 0.214 1D 17.66 C -9617.09 81.11 0.00 STAAD11333Y.0243.ari Page 13 of 17 • 4 Monday, August 09, 2010, 10:02 PM OXF IMPORT OF 0N33XC243.D%F -- PAGE NO. 14 ALL UNITS ARE - POUR INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY ME LOCATION 119 ST TUB 25253 PASS LRFD-H1-1B-C 0.392 10 140.37 C -17616.65 -81.12 36.00 120 ST TUB 25253 PASS LRFD-H1-1B-C 0.214 10 17.68 C -9617.11 -91.12 0.00 121 ST TUB 25253 PASS LRFD-H1-1A-T 0.592 11 24351.21 T -6607.74 -2.04.91 36.00 122 ST TUB 25253 PASS LRFD-F1-1B-C 0.190 10 162.34 C -8507.73 -46.13 0.00 123 ST TUB 25253 PASS LRFD-H1-1A-C 0.561 11 10063.53 C -1466.92 -16073.90 0.09 124 ST TUB 25253 PASS :,RFD-H1-1A-C 0.347 11 9905.29 C -2747.54 4040.02 0.00 125 ST TUB 25253 PASS LRFC-H1-1B-C 0.101 11 988.16 C 3837.65 -255.85 0.00 126 ST TUB 25253 PASS LRFD-HI-1B-C 0.114 10 31.34 C -2292.71 2846.35 36.00 127 ST TUB 20203 PASS LRFD-H1-13-T 0.044 10 3652.98 T . 0.00 C.CC 76.84 W:\STAAD\D33XC243.and Page 14 of 17 • 4 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF JN33XC243.DXF -- PAGE NO. 15 ____... ALL UNITTTS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY HZ LOCATION 128 ST TUB 20203 PASS LRFD-H1-13-C 0.082 10 3646.81 C 0.00 0.00 76.84 129 ST TUB 20203 PASS LRFD-1:1-13-C 0.082 10 3646.83 C - 0.00 C.00 76.84 130 ST TUB 20203 PASS LRFD-H1-1B-T 0.044 10 3653.01 T 0.00 0.00 76.84 131 ST TUB 20203 PASS LRFD-H1-1A-C 0.921 11 25365.24 C 0.00 0.00 0.00 132 ST TUB 20203 PASS LRFD-31-1A-T 0.431 11 17740.26 T 0.0C 0.00 60.00 133 ST TUB 20203 PASS LRFD-H1-1A-T 0.431 11 17740.28 T 0.00 0.00 0.00 134 ST TUB 20203 PASS LRFD-H1-1A-C 0.921 11 25365.23 C D.00 0.00 60.00 135 ST TUB 20203 PASS LP.FD-H1-1A-T 0.409 11 16847.82 T 0.00 0.00 0.00 336 5T TUB 20203 PASS LRFD-H -1A-C 0.885 11 24378.75 C 0.00 0.00 60.00 W: \STAA6\033XC243.an1 -_. -.__ Page 15 of 17 Monday, August 09, 2010, 10:02 P14 NO__ DXF IMPORT OF DN33XC293.0XF -- PAGE NO. 16 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX M.' NE LOCATION 137 ST TUB 20203 PASS LRFD-B'_-"_A-T 0.409 11 :6847.80 T 0.00 0.00 0.00 138 ST TUB 20203 PASS LRFD-H1-1A-C 0.885 11 24378.67 C 0.00 0.00 60.00 139 ST TUB 20203 PASS LRFD-H1-:B-C 0.030 10 1471.89 C 0.00 0.00 69.97 140 ST TUB 20203 PASS LRFD-H1-1B-T 0.022 10 1799.71 T 0.00 0.00 0.00 141 ST TUB 20203 PASS LRFD-HI-1B-C 0.010 10 1471.69 C 0.03 0.00 69.97 142 ST TUE 20233 PASS LRFD-H1-18-T 0.022 10 1799.78 T 0.00 0.00 0.00 143 ST W24 X84 PASS LRFD-H1-1B-C 0.220 7 48.16 C 39566.41 -1946249.12 0.00 144 ST W24 X84 PASS LRF0-H1-1E-T 0.162 7 131.70 T 32945.13 -1432723.12 24.00 145 ST P24 284 PASS LRFD-H1-18-T C.162 7 75.60 7 33985.18 -1396360.00 24.00 W:\STAAD\O33XC243.an) Page 16 of 17 4 J Monday, August 09' 2010, 10:52 PM ... 1111.. . . .. _._. _ DXF IMYORT OF DN33X C2<.3.DXF -- PAGE NO. 17 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY ME LOCATION 146 ST W24 X84 PASS LRFD-Y.1-1E-T 0.219 11 598.27 T 2981.43 -2183848.75 0.00 -*"********** END OF TABULATED RESULT OF DESIGN ***********-*_ 128. UNIT FEET POUND 129. FINISH *************** END OF ST.AAD/Pro *******.******* **** DATE= AUG 9,2010 TIME= 22: 2: 9 **** * * ****** For questions on STAAD/Pro, please contact . * * Research Engineers by email : support @reiusa.com. * * US West Coast: 'ah-(714) 974-2500, Fax-(714) 974-4771 - * US East Coast: Ph-(781) 890-7677 Fax-(781) 895-1117 * h':\STAAD\D33XC243.an1 _--� Yage ]7 of ll Sprint Sprint nsel Jeff Keith Inverness Site Drive South Site Acquisition Consultant Together with NEXTEL Englewood,Colorado 80112 303-564-7901 DN33XC243 ASPEN VALLEY HOSPITAL Jennifer Phelan May 14,2011 Deputy Director Community Development Department City of Aspen t3o S.Galena Street Aspen CO 8t6u Dear Jennifer, This letter serves to accompany Sprints application to reinstall their existing communication cell site equipment of the new roof for the expanded Aspen Valley Hospital. Sprints existing site has been in operation for many years was originally approved through Pitkin County and has allowed continue coverage for Aspen's Sprint customers. Per section D.Application the drawings have been revised and meet all that has been requested for the application. Additionally all structural information will be completed upon zoning approval and then be produced in compliance with the City of Aspen code for the Construction Drawings which will be submitted to the City of Aspen for a Building Permit prior to the commencement of construction.With site being an existing site and only relocating up one level all existing FCC&FAA compliance is in order. Per section E.All requests in this section are being met with this application by Sprint.The addition of the second level of the hospital with the clean visual rooftop installation will allow for Sprints equipment to continue to use a public building,with no historical impact,providing opportunities for the design to make the appearance of the antennae being relatively inconspicuous.The facilities will be maintained and kept in good working order and if abandoned for 90 consecutive days will be removed. Per section F.All review standards are being met,by equipment location being screened and by the antennas to be face mounted to equipment shelter and being painted to match.During construction of the second floor addition of the hospital, Sprints equipment will be located behind an existing screen wall of the Obstetrics wing of the hospital, additionally the antennas will be located on pipe mounts attached to the screen wall of a HVAC unit during construction at which time the antennas will sit 9'and 12'above the roof parapet ONLY during construction.The reason for antennas to be mounted in this fashion during construction is to keep them out of the way of contractors working on the rooftop and to allow the site to stay on air for Aspen Sprint Customers.The final resting location of the antennas will be face mounted on the relocated HVAC unit they will not extend above the top of the screen wall. The antennas will be painted to match the screen wall as to blend in with the architectural features of the landscaping is rooftop. Due i able in rooftop design.All electrical will come signage and lighting and requirements, he second level expansion. applicable thank you very much for your time and guidance I look forward to final approval on this project. Please let me know what additional information you will require from Sprint. Respectfully<��°" ef ,,fKeit �� ' For Sprint 303564-7901 Mobile 1 ?r 303-682-0356 Fax kjtkeith @msn.com --. MI■IMM=lb 111.1. 14 - ' . ••• rAll,foglir . . .." —W. .. i . < . 1. I . • .1,1 ) i 0 ' 4 - . " -----, --....-. IIP il 4 , 111 i• • ----.i '-‘, ' ••••.,9:- • . . b 1 16. 11 1 , 1 - • - i . ' . , • tiC .. —..._ .• , _. 1 . '.------—7'.,---- .:.- -- . -r""'''....;.-4;.--7-..4■1 .071'.\11Z.-..---_-'. . — . 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