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Home My WebLink About3840 Wadsworth Boulevard_N PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900766 201900766 ISSUED: 12/06/2019 3840 Wadsworth Blvd EXPIRES: 12/05/2020 Commercial Tenant Finish for medical imaging client; 5,682 sq ft total Tenant: SimonMed Imaging *** CONTACTS *** OWNER (303)843-7826 SAFEWAY GC (303)696-5800 JOSEPH L. SLAVIK II 017854 HOWELL CONSTRUCTION SUB (303)690-0235 RICK ELLIS 060195 TOWER ELECTRIC, INC. SUB (303)862-3990 TIMOTHY BERDAHL 110095 MOUNTAIN AIRE MECHANICAL LLC SUB (303)232-4343 BEN FRAZEN/DAN OSTROM 019827 WALRATH HEATING & A/C CO. INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 700,000.00 FEES Total Valuation 0.00 Plan Review Fee 3,127.83 Use Tax 14,700.00 Permit Fee 4,812.05 ** TOTAL ** 22,639.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900766 PERMIT NO: 201900766 ISSUED: 12/06/2019 JOB ADDRESS: 3840 Wadsworth Blvd EXPIRES: 12/05/2020 JOB DESCRIPTION: Commercial Tenant Finish for medical imaging client; 5,682 sq ft total Tenant: SimonMed Imaging I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this��ppermIt. I further att st that I am legally authorized to include all entities named within this document as parties to the work to be perform _ nil that k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat e If WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ranting of a pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any nanc applicable cod ny ordir regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. .'441 I City of .� �Wh6atl d��e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date:� ^ ,� ' l��L I ( Plan/Pennit # XJ?D ? n► n Plan Review Fee: `"`��"'' � 2 1 n Q�J Building Permit Application **" Complete all applicable highlighted areas on both sides of this form. Ipcomplete applications may not be processed. *** If� Property Address: 0 Walsworth Blvd. Wheat Ridge, CO 80033 Property Owner (please print): Phillips Edison -Marissa Visconsi Phone: Property Owner Email: comments@s1 permits.com Tenant Name (Commercial Projects Only) SimonMed Imaging Property Owner Mailing Address: (if different than property address) Address: 720 S. Colorado Blvd. City, State, Zip: Denver, CO 80246 Arch itect/Englneer: TriArc Architecture and Design Architect/Engineer E-mail: comments@sl permits.com Phone: 720-737-5970 Contractor Name: TBD City of Wheat Ridge License M Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Angelina Denson Phone: 720-737-5970 CONTACT EMAIL(please print): comments@sl permits.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License 4 Complete all highlighted fields. ®COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. This project consists of a tenant improvement in an existing shell space. It will be used as a medical imaging center including an MRI, PET/CT, DEXA, C -ARM, MAMMO, ABVS, Ultrasound, S -RAY, etc. Area of work is in an existing 1 -story building, suite #5, covering 5,682 s.f. Interior TI includes reception, waiting area, dressing rooms, restroom facilities, break room, and equipment rooms as stated above. Upgrades will include mechanical, electrical, and structural. Exterior scope includes new RTUs. Sq. Ft./LF Amps Squares BTUs Gallons For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: B Construction Type: II -B Occupancy Load: 92 Square Footage: 5,683 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 700,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE)] Of WNER) (CONTRACTOR] Signature (first and last name): VG }Ir`� --niflc DATE: 4/19/2019 Printed Name: Angelina Denson 11 ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COM NTS: / viewer: t{'! m Pr C-1 co PUBLIC WORKS COMMENTS: n(� Reviewer. Building Division Valuation: U City of Wh6a tI�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3900 Wadsworth Blvd, Suite #5 General Contractor: Howell Construction Electrical Sub -Contractor Company Name: Tower Electric State License #: 0007070 Permit #: Phone #: 303-690-0235 Master #: 0002708 Wheat Ridge License #: 060195 (required field) Neil Keller�`i=w o.N�N.ie, E-nkelNr�owergenricirc.wrtt ATowar EledrkCN.ei IteBar DiY:2019.1205 0] 33'.38-0]'00' Signature of Authorized Agent Plumbing Sub -Contractor 12/5/2019 Date Company Name: Mountain Aire Mechanical Phone #: (303) 862-3990 State License #: PC.0003014 Master #: MP.00187554 Wheat Ridge License #: 110095 trequired field) Sjgnature of Authorized Agent Date Mechanical Contractor Company Name: Walrath Heating & Air Phone: (303) 232-4343 Wheat Ridge License #: 019827 (required field) awdin, 12/04/2019 SignatiirgjA Authorized Agent Date 4/19/2019 u v , Permit Application GMobileEyes Contractor Permit Portal Savei Address: Addr/Street: 3900 Wadsworth Boulevard City/State: Wheat Ridge CO Zip Code: 80033 First Name: Marissa Last Name: Visconsi Business Name: Phillip Edison Phone: 5133382761 Phone AH: Cell Phone: Fax: Addr: 720 S. Colorado Blvd. Suite: City/State: Denver, CO Zip Code: 80246 Email: mvisconsi@phillipedison.com ccupant Building: Occupant: SimonMed Imaging Suite: 5 Property Use Type: Commercial Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 5,682.00 Cost: $700,000.00 Desc: This project consists of a tenant improvement it shell space. It will be used as a medical imaging center including an MRI, PET/CT, DEXA, C -AR ABVS, Ultrasound, S -RAY, etc. Comments: revs Area of work is in an existing 1 -story building, s covering 5,682 s.f. Interior TI includes reception, waiting area, dre: restroom facilities, break room, and equipment rooms as stated above. Upgrades will include mechanical, electrical, an Exterior scope includes new RTUs. "Please follow these instructions in their entirety to complete your plan submission. Failure to do so may result in the rejection of your submis: Prior to submitting this plan review request, a completed permit form must be attached as a separate file with every submitted ph o To access permit application forms, click on the "Main Me below (the information entered thus far will automatically return to the main page. o Permit application forms are located in the "Documents U located on the left side of the main page. o Select the permit application form that best describes the scope of the work being proposed. o Complete and save the permit application form to your co o Return to your previously saved submission request page the associated project in the "Application" section of the i o Upload the completed permit application form, as well as AND UNSECURED plan set by clicking the "Choose File" I above. o When uploading documents, make sure the "plans" box is the PLAN SET DRAVVINCS ONLY. (Do not check the "plan completed application, cut sheets or any other uploaded e o Click the "Submit Application" button below to finalize yo I I Main Menu Print Preview Help Desk 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com .,ttps://www.mobile-eyes.com/PA—Permit—WIP.asp?RPID=3331 1 /1 File Name_ Plans? Upload Date 00_18- 160_SimonMed - Wheat Ridge 4119/2019 12:47:12 P -Binder.pdf WMF - Tenant Finish - Improvement Permit .pdf 4/19/2019 12:48:05 P "Please follow these instructions in their entirety to complete your plan submission. Failure to do so may result in the rejection of your submis: Prior to submitting this plan review request, a completed permit form must be attached as a separate file with every submitted ph o To access permit application forms, click on the "Main Me below (the information entered thus far will automatically return to the main page. o Permit application forms are located in the "Documents U located on the left side of the main page. o Select the permit application form that best describes the scope of the work being proposed. o Complete and save the permit application form to your co o Return to your previously saved submission request page the associated project in the "Application" section of the i o Upload the completed permit application form, as well as AND UNSECURED plan set by clicking the "Choose File" I above. o When uploading documents, make sure the "plans" box is the PLAN SET DRAVVINCS ONLY. (Do not check the "plan completed application, cut sheets or any other uploaded e o Click the "Submit Application" button below to finalize yo I I Main Menu Print Preview Help Desk 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com .,ttps://www.mobile-eyes.com/PA—Permit—WIP.asp?RPID=3331 1 /1 PARTN Engineering and Science, Inc: ASBESTOS SURVEY REPORT 3M Wadsworth Blvd. - Suite 5 Wheat Ridge, Colorado 80033 April 8, 2019 Partner Project Number: 19-242520.1 Prepared for: triARC architecture and design, Ilc Phoenix, Arizona Engineers who understand your business sk 0 1 11 --, 7.Ll L ■� LO April 8, 2019 Mr. T. J. Gardner triARC architecture and design, Ilc 1934 East Camelback Road, Suite 200 Phoenix, Arizona 85016 Subject: Asbestos Survey Report 'R{0 151M Wadsworth Blvd., Suite 5 Wheat Ridge, Colorado 80033 Partner Project No. 19-242520.1 Dear Mr. Gardner: Partner Engineering and Science, Inc. (Partner) is pleased to provide the findings of the asbestos survey conducted at the above -referenced address (the "subject property'). This survey included a site reconnaissance, material sampling, and laboratory analysis. This assessment was performed utilizing methods and procedures consistent with good commercial or customary practices designed to conform to acceptable industry standards. The independent conclusions presented herein are based upon existing conditions and the information and data available to us during the course of this assignment. We appreciate the opportunity to provide these services to triARC architecture and design, Ilc. If you have any questions concerning this report, or if we can assist you in any other matter, please contact me at 678- 889-1558. Sincerely, Partner Engineering and Science, Inc. Joey Bonin Relationship Manager 800-419-4923 www.PARTNEResi.com TABLE OF CONTENTS 1.0 INTRODUCTION...............................................................................................................................1 1.1 Property Description.......................................................................................................................................................1 1.2 Purpose and Scope.........................................................................................................................................................1 1.3 Methodology.....................................................................................................................................................................1 1.3.1 Visual Evaluation.........................................................................................................................................................1 1.3.2 Sampling and Laboratory Analysis.......................................................................................................................3 1.3.3 Limiting Conditions....................................................................................................................................................3 2.0 ANALYTICAL RESULTS.................................................................................................................4 3.0 CONCLUSION..................................................................................................................................5 4.0 RELIANCE........................................................................................................................................6 5.0 SIGNATURES OF PROFESSIONALS.............................................................................................7 APPENDICES Appendix A Laboratory Analysis and Chain of Custody Appendix B Sample Diagram Appendix C Certifications Appendix D Photographic Documentation city of uita.. 9 4iv�so�� Asbestos Survey Report N Project No. 19-242520.1 PAK April 4, 2019 1.0 INTRODUCTION 1.1 Property Description *91840 PropertyData Name Address 49� Wadsworth Blvd., Suite 5 -_19bC Wadsworth Blvd., Suite 5 City, State and Zip Code Wheat Ridge, Colorado 80033 Property use Retail shopping center Number of buildings One Number of floors One -4-proximately Year built 1995 Gross building area (sf) 15,800 SF (Suite 5 only) Purveyed by John Burnside, Colorado Asbestos Building Inspector #21520 �urvey date March 28, 2019 1.2 Purpose and Scope Partner Engineering and Science, Inc. (Partner) conducted a pre -renovation asbestos -containing materials (ACM) survey of Suite 5 at the above -referenced property to identify materials that will require special handling and disposal prior to being impacted by renovation activities. Sampling conducted was intended as indicative of the materials tested and was not intended to conclusively determine the absence of ACM. Asbestos may be present in materials not sampled, and additional sampling may be warranted in the event of future disturbance of suspect materials. All suspect materials should be managed in accordance with applicable regulations, and damaged ACM should be removed, repaired, encapsulated, or enclosed in order to minimize the potential for release of asbestos fibers. Additional services such as the interview of property management and maintenance personnel, tenants, review of prior reports, regulatory records, evaluation of compliance, risk assessment, and the development of abatement specifications are excluded from the scope of services for this project, along with all other activities not expressly identified herein. No demolition, destructive testing or product research was performed in attempts to reveal material compositions. This work is not intended as a specification for asbestos abatement or to otherwise support bidding for or completion of maintenance, abatement, removal or replacement activities. Exact quantification of confirmed or assumed ACM is beyond the scope of this survey. Any quantities of ACM listed are estimates only and should be confirmed by the user. Partner and its subcontractor, and their employees/representatives bear no responsibility for the actual condition of the structure or safety of this site pertaining to asbestos and/or asbestos contamination regardless of the actions taken by the survey team or the client. 1.3 Methodology 1.3.1 Visual Evaluation Building materials were observed to identify, classify and evaluate the condition of homogenous arRas o suspect ACMs. atY of Asbestos Survey Report PAWNER ")A 3 Project No. 19-242520.1 ! April 4, 2019 t Page 1 The building is a retail shopping space (Suite 5) with the exterior constructed of brick veneer with glass storefront doors and windows. The interior consists of drywall walls and suspended acoustical tile ceiling. Flooring is currently concrete covered with leftover carpet residue left after the previous carpet was removed. There are two toilets and one storage room included in the space. HVAC is provided by rooftop units ducted into the space. Classification ACM is typically classified as surfacing, thermal systems insulation, or miscellaneous ACM. Surfacing - Material that is sprayed, troweled -on or otherwise applied to surfaces. Examples include acoustical plaster on ceilings, fireproofing on structural members, or similar applications for acoustical, fireproofing, and other purposes. Thermal Systems Insulation — Materials applied to pipes, fittings, boilers, breeching, tanks, ducts or other structural components to prevent heat loss or gain. Miscellaneous — All other ACMs including taping mud, floor tile mastic, stucco, leveling compound, hard wall plasters, wall texturing as surfacing, etc.... Evaluation of Condition An assessment of the condition of ACM can be useful in deciding how to management materials. The ACM most likely to release asbestos fibers are those which are in a friable state. The definition of friable is any material, when dry, that is capable of being crumbled, pulverized or reduced to powder by hand pressure (40 CFR 763). Non -friable materials contain cement or asphaltic binder which may become friable and release fibers if they are exposed to actions such as abrasion, drilling, cutting, fracturing or hammering. Non -friable materials do not typically release fibers if they remain in good condition and are not disturbed. During renovation or demolition activities or when subject to abrasive action, non -friable materials may become friable and thus release fibers. EPA protocols have been used in the evaluation of the condition of observed materials. Good — Little or no visible damage or deterioration. Damaged — Some insulation jackets are missing; water staining; crushing, gouges, punctures, or marring is evenly distributed. Significantly Damaged — Damaged materials where the damage is extensive or severe. More than 10% of insulation jackets are missing; material is crushed, heavily gouged or punctured more than 10% of pipe runs, risers, boilers, tanks, ducts, etc. The condition of materials is based upon observations at the time of the assessment and is independent of the friable or non -friable nature of the materials. Homogenous Areas The United States Environmental Protection Agency (USEPA) as set forth in 40 CFR 763, defines a homogeneous area as "an area of surfacing material, thermal system insulation material, or miscellanegpso t Asbestos Survey Report Project No. 19-242520.1 April 4, 2019 Page 2 material that is uniform in color and texture." The collection of a minimum number of representative samples from each homogeneous area is generally required for reports completed for compliance with Federal and other regulations. If asbestos is identified in any samples from a homogeneous area, the entire homogeneous area is considered to contain asbestos. 1.3.2 Sampling and Laboratory Analysis A total of thirteen (13) bulk samples of suspect ACM were collected for analysis. Selected materials were analyzed using the Polarized Light Microscopy (PLM) method in accordance with the USEPA reference method 600/R-93/116 for Determination of Asbestos in Bulk Building Materials. The samples were analyzed by PLM at Optimum Analytical and Consulting, LLC, which is accredited by the American Industrial Hygiene Association (AIHA) and the National Voluntary Laboratory Accreditation Program (NVLAP). The laboratory results and chain of custody are contained in Appendix A. A list of the sampled materials and a diagram indicating sample locations are contained in Appendix B. Documentation of the laboratory results should be retained as a reference for future renovation and/or demolition activities. 1.3.3 Limiting Conditions The performance of this survey was limited by the following condition(s). • Additional ACM may be located within areas that were not accessed. • Materials that would negatively impact the appearance or operation of the subject property were not sampled unless expressly directed by the client. • Laboratory analysis was limited to evaluation of asbestos content by PLM. Additional analysis, by point count or Transmission Electron Microscopy (TEM), may be undertaken if desired. • The survey was limited to areas which were considered readily accessible. No disassembly of equipment or accessing pipe chases, wall cavities or other inaccessible areas was conducted. • Neither roofs nor exteriors were sampled as part of the scope of this project. 4f (',- Asbestos Survey Report 01K A& Project No. 19-242520.1 1JJUKT1*KJ1n1QZ rRia9e April 4, 2019Page 3 '�''�o„ 2.0 ANALYTICAL RESULTS Federal regulations define ACM as any material containing more than one percent (1%) asbestos as determined using PLM (40 CFR 61). The Colorado Department of Public Health and Environment regulations define asbestos -containing construction material (ACCM) as any material which contains greater than one percent (1%) asbestos. Further quantification is possible utilizing either Transmission Electron Microscopy (TEM) analysis or point counting via PLM. Materials containing "trace" amounts of asbestos are reported by the laboratory as <1% and must be confirmed utilizing PLM analysis with 400 -point count method in the State of Colorado. A total of thirteen (13) bulk samples of suspect ACM were collected for analysis. The samples were analyzed by PLM at Optimum Analytical and Consulting, LLC, which is accredited by the American Industrial Hygiene Association (AIHA) and the National Voluntary Laboratory Accreditation Program (NVLAP). The analytical results are listed in the following table. The laboratory results and chain of custody are contained in Appendix A. Sample locations are depicted on the diagram contained in Appendix B. Documentation of the laboratory results should be retained as a reference for future renovation and/or demolition activities. S��Mplle IN s W01 Materiat callpgwy Surfacing Drywall Type joint compound Intact Retails ace ND W02 Surfacing Drywall joint compound Intact Retails ace ND W03 Surfacing Drywall joint compound Intact Retails ace ND W04 Surfacing Drywall joint compound Intact Retails ace ND W05 Surfacing Drywall joint compound Intact Retails ace ND W06 Surfacing Drywall joint compound Intact Men's toilet ND W07 Surfacing Drywall joint compound Intact Retails ace ND CT01 Misc Ceiling tile Intact Retails ace ND CT02 Misc Ceiling tile Intact Retails ace ND CA01 Misc Carpet adhesive Intact Retails ace ND CA02 Misc Carpet adhesive Intact Retails ace ND F01 Misc Sheet vinyl flooring Intact Men's toilet ND F02 Misc Sheet vinyl flooring Intact Women's toilet ND Asbestos Survey Report Project No. 19-242520.1 PAWNERRi April 4, 2019 a''c„ 17 Page 4�9 p�� 3.0 CONCLUSION Based on the conditions set forth in this report, ACM was not identified in the samples collected from the subject building space. The USEPA recommends that all ACM be removed by a certified asbestos abatement contractor prior to any renovation or demolition activities that may impact these materials. In the absence of planned renovation/demolition activities, the USEPA recommends that ACM be managed in-place whenever it is identified in a building. Any damaged ACM should be removed, repaired, encapsulated, or enclosed. ACM that are not damaged may be managed in place in accordance with a written Operations and Maintenance (O&M) Program. Prior to any demolition and/or renovation operations which may disturb any ACM in their buildings, federal, state and local regulations require that building owners and/or their representatives meet the following requirements: • Notifications, • Removal techniques (such as wetting) for ACM, • Clean-up procedures, • Waste storage and disposal requirements. Actions taken in regard to the ACM should be in compliance with applicable federal, state, and local regulations or codes that may apply to handling, disposal, and contracting. Presently, general renovation and disposal operations at both publicly and privately owned and operated facilities are regulated by the federal USEPA's National Emission Standard for Hazardous Air Pollutants (NESHAP) Asbestos Standard (40 CFR 61, Subpart M). Private contractors who may be retained by a private building owner and the building owner itself, are under jurisdiction of the Occupational Safety and Health Administration (OSHA) asbestos regulations (29 CFR 1910.1001 and 29 CFR 1926.1101, for the general and construction industries, respectively). Asbestos Survey Report yCr Project No. 19-242520.1 PAW"JEW, April 4, 2019 Page 5 1" so' 4.0 RELIANCE Partner was engaged by the Addressee, or their authorized representative, to perform this assessment. The engagement agreement specifically states the scope and purpose of the assessment, as well as the contractual obligations and limitations of both parties. This report and the information therein, are for the exclusive use of the Addressee. This report has no other purpose and may not be relied upon, or used, by any other person or entity without the written consent of Partner. Third parties that obtain this report, or the information therein, shall have no rights of recourse or recovery against Partner, its officers, employees, vendors, successors or assigns. Any such unauthorized user shall be responsible to protect, indemnify and hold Partner, the Addressee and their respective officers, employees, vendors, successors and assigns harmless from any and all claims, damages, losses, liabilities, expenses (including reasonable attorneys' fees) and costs attributable to such use. Unauthorized use of this report shall constitute acceptance of, and commitment to, these responsibilities, which shall be irrevocable and shall apply regardless of the cause of action or legal theory pled or asserted. This report has been completed under specific Terms and Conditions relating to scope, relying parties, limitations of liability, indemnification, dispute resolution, and other factors relevant to any reliance on this report. Any parties relying on this report do so having accepted the Terms and Conditions for which this report was completed. A copy of Partner's standard Terms and Conditions can be found at http:/www.partneresi.com/terms-and-conditions.php Asbestos Survey Report Project No. 19-242520.1 April 4, 2019 Page 6 5.0 SIGNATURES OF PROFESSIONALS No warranties, expressed or implied, are made by Partner, its subcontractors or employees. Professional services completed in connection with the work have been completed in with accordance with generally accepted engineering principles and practices. This assessment was performed utilizing methods and procedures consistent with good commercial or customary practices designed to conform to acceptable industry standards. The independent conclusions presented herein are based upon existing conditions and the information and data available to us during the course of this assignment. Prepared By: Partner Engineering and Science, Inc. Douglas R. Lawson, Ph.D., CIH Technical Director, Industrial Hygiene Services Joey Bonin Relationship Manager Asbestos Survey Report Project No. 19-242520.1 April 4, 2019 Page 7 nifyof APPENDIX A: LABORATORY ANALYSIS & CHAIN OF CUSTODY OPTIMUM85 Stiles Road, Suite 201 Salem, NH 03079 Analytical and Consulting, LLC 603-458-5247 Doug Lawson Partner Engineering 19 Winterberry Dr. Amherst NH 03031 SAMPLE IDENTIFICATION: Project Reference: Laboratory Batch #: 1929017 Date Samples Received: 03/29/2019 Date Samples Analyzed: 04/03/2019 Date of Final Report: 04/03/2019 Thirteen (13) samples from Simon Med; 3840 Wadsworth, Wheat Ridge, CO 80215 project were submitted by John Burnside on 03/29/2019 This bulk sample(s) was delivered to Optimum Analytical Consulting, LLC (Optimum) located in Salem, New Hampshire for asbestos content determination. ANALYTICAL METHOD: Analytical procedures were performed in accordance with the U.S. Environmental Protection Agency (EPA) Recommended Method for the Determination of Asbestos in Bulk Samples by Polarized Light Microscopy and Dispersion Staining (PLM/DS)(EPA-600/M4-82-020, EPA -600/ R-93-116). This report relates only to those samples analyzed, and may not be indicative of other similar appearing materials existing at this, or other sites. Quantification of asbestos content was determined by Calibrated Visual Estimation. Optimum is not responsible for sample collection activities or analytical method limitations. The laboratory is not responsible for the accuracy of results when requested to physically separate and analyze layered samples. In any given material, fibers with a small diameter (<0.25gm) may not be detected by the PLM method. Floor tile and other resinously bound material may yield a false negative if the asbestos fibers are too small to be resolved using PLM. Additional analytical methods may be required. Optimum recommends using Transmission Electron Microscopy (TEM) for a more definitive analysis. Optimum will retain all samples for a minimum of three months. Further analysis or return of samples must be requested within this three month period to guarantee their availability. This report may not be reproduced except in full, without the written approval of Optimum Analytical and Consulting, LLC. Use of the NVLAP and AIHA Logo in no way constitutes or implies product certification, approval, or endorsement by the National Institute of Standards and Technology or the American Industrial Hygiene Association. Detection Limit <1%, Reporting Limits: CVES = 1%, 400 Point Count =.25%, 1000 Point Count = 0.1 %; Present or Absent are observations made during a qualitative analysis. This report is considered preliminary until signed by both the Laboratory Analyst and Laboratory Director or Supervisor. If you have any questions regarding this report, please do not hesitate to contact us. Jamie L. Noel Laboratory Director NVLAP Lab ID#: 101433-0 c Kristina Scaviola Laboratory Supervisor r4ty of Wheat Ridge Building Dh„�,_ , PAGE: 1 of 5 OPTIMUM BULK SAMPLE ANALYSIS REPORT POLARIZED LIGHT MICROSCOPY Analytical and Consulting, LLC PLM (EPA -600/M4-82-020, EPA -600/ R-93-116) NVLAP Lab Code: 101433-0 85 Stiles Road, Suite 201, Salem, NH 03079 Phone: (603)-458-5247 ORDER #: 1929017 CLIENT: Partner Engineering PROJECT #: LAYER 1 ADDRESS: 19 Winterberry Dr. DATE COLLECTED: 03/28/2019 CITY / STATE I ZIP: Amherst NH 03031 COLLECTED BY: John Burnside CONTACT: Doug Lawson DATE RECEIVED: 03/29/2019 DESCRIPTION: PLM Analysis ANALYSIS DATE: 04/03/2019 LOCATION: Simon Med; 3840 Wadsworth, Wheat Ridge, CO 80215 REPORT DATE: 04/03/2019 100% ANALYST: Lauren Oakes REPORT OF ANALYSIS No Asbestos Detected Total % Non -Asbestos: 100.0% Laboratory ID Sample No. Sample Location Description Layer No. Layer % Asbestos Type (%) Non -Asbestos Components M 1929017-001 LAYER 1 LAYER 1 None Detected Cellulose Fiber 10% W01 LAYER 1 LAYER 1 Fibrous Glass 2% Drywall, No Drywall Present 100% Non -Fibrous Material 88% LAYER 2 LAYER 2 None Detected Cellulose Fiber 2% Joint Compound, Off White 100% Non -Fibrous Material 98% Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% 1929017-002 W02 LAYER 1 LAYER 1 None Detected Cellulose Fiber 10% Drywall, Off White 100% Fibrous Glass 2% Non -Fibrous Material 88% LAYER 2 LAYER 2 None Detected Cellulose Fiber 2% Joint Compound, Off White 100% Non -Fibrous Material 98% Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% 1929017-003 W03 LAYER 1 LAYER 1 None Detected Cellulose Fiber 10% Drywall, Off White 100% Fibrous Glass 2% Non -Fibrous Material 88% LAYER 2 LAYER 2 Joint Compound, 100% Note: No Joint Compound Present Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% 1929017-004 W04 LAYER 1 LAYER 1 Drywall, 100% Note: No Drywall Present LAYER 2 LAYER 2 None Detected Cellulose Fiber 2% Joint Compound, Off White 100% Non -Fibrous Material 98% Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% 1929017-005 W05 LAYER 1 LAYER 1 None Detected Cellulose Fiber 10% Drywall, Off White 100% Fibrous Glass 2% Non -Fibrous Material 88% LAYER 2 LAYER 2 None Detected Cellulose Fiber 2% Joint Compound, Off White 100% Non -Fibrous Material 98% Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% �r34'ri[ Divison PAGE: 2 - 5 BULK SAANALYSIS REPORT OPTIMUM POLARIZED LIGHT MICROSCOPY auz� [�{� | pLM<sp�ouo�+o�ouu sp�vvmR��,`v> mvLApu.ucuo°:m`4o3� Analytical—---~��~—�/ | nxStiles Road, Suite 201, Salem, m* 03079 phone: (603)'458'5247 ORDER #: 1929017 CLIENT: Partner Engineering PROJECT #: ADDRESS: 1SVWntorberryDr. DATE COLLECTED: 03/28/2018 CITY / STATE /ZIP: Amherst NH 03031 COLLECTED BY: John Burnside CONTACT: Doug Lawson DATE RECEIVED: 03/29/2019 DESCRIPTION: PLIMAna|yoio ANALYSIS DATE: 04/03/2019 LOCATION: Simon Med; 3840 Wadsworth, Wheat Ridge, CO 80215 REPORT DATE: 04/03/2019 ANALYST: Lauren Oakes REPORT OF ANALYSIS Laboratory ID Sample Location Layer No. Asbestos Non -Asbestos Sample No. Description Layer % Type M Components M 1929017-006 VV08 LAYER 1 LAYEn 1 None Detected Cellulose Fiber 10m DrywaU, Off White 100m Fibrous Glass u% wnn'F|umuoMotona| nu% LAYER LAYER None Detected Cellulose Fiber zm Joint Compound, Off White 100m mon'pmmv»Matenu| num Total %Asbestos: NoAsbestos Detected Total %Non-Ashe0000: 1000% 1929017'007 VV07 LAYER LAven1 Drywall, 100m Note: No Drywall Present LAYER LAYER None Detected oonvwo Fiber 2% Joint Compound, Off White 100% Non -Fibrous Material num Total %Asbestos: NoAsbestos Detected Total %Non,Aobeotom: 100.0% 1929017'008 CT01 Ceiling Tile, Gray/Tan LAvsR1 None Detected Cellulose Fiber nom 100m Fibrous Glass nom Mineral Wool o% won'F|um"nmatena| 10m Total %Asbestos: NoAsbestos Detected Total %Non`Aoheo»oa: 100.0Y6 1929017'009 CT02 Ceiling Tile, Gray/Tan LAvsn1 None Detected Cellulose Fiber nom 100m Fibrous Glass nom Mineral Wool om mnn'FiumuoMover|a| 10m Total %Asbestos: NoAsbestos Detected Total %Non-Asbeetoa: 100.0Y6 1929017'010 CA01 Carpet Adhesive, Tan L*xER1 None Detected Cellulose Fiber zm 100m Non -Fibrous Material 00% Total % Asbestos: NoAsbestos Detected Total % Non -Asbestos: 1000Y6 1929017'011 CA02 Carpet Adhesive, Tan LAYce1 None Detected Cellulose Fiber um 100m won'FmmuoMutonn| oom ~ Total %Asbestos: NoAsbestos Detected Total %Non-Aebeston: 100.0% BULK SAMPLE ANALYSIS REPORT OPTTMTM POLARIZED LIGHT MICROSCOPY Analytical and Consulting, LLC PLM (EPA -600/M4-82-020, EPA -600/ R-93-116) NVLAP Lab Code: 101433-0 85 Stiles Road, Suite 201, Salem, NH 03079 Phone: (603)-458-5247 ORDER #: 1929017 CLIENT: Partner Engineering PROJECT #: ADDRESS: 19 Winterberry Dr. DATE COLLECTED: 03/28/2019 CITY / STATE / ZIP: Amherst NH 03031 COLLECTED BY: John Burnside CONTACT: Doug Lawson DATE RECEIVED: 03/29/2019 DESCRIPTION: PLM Analysis ANALYSIS DATE: 04/03/2019 LOCATION: Simon Med; 3840 Wadsworth, Wheat Ridge, CO 80215 REPORT DATE: 04/03/2019 ANALYST: Lauren Oakes REPORT OF ANALYSIS Laboratory ID Sample Location Layer No. Asbestos Non -Asbestos Sample No. Description Layer % Type (%) Components (%) 1929017-012 F01 1929017-013 F02 LAYER 1 LAYER 1 None Detected Cellulose Fiber 35% Vinyl Flooring, Gray 100% Non -Fibrous Material 65% LAYER 2 LAYER 2 None Detected Cellulose Fiber 2% Mastic, Clear 100% Non -Fibrous Material 98% Vinyl Flooring, Gray Analyst Signatory: Lauren Oakes Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% LAYER 1 None Detected Cellulose Fiber 35% 100% Non -Fibrous Material 65% Total % Asbestos: No Asbestos Detected Total % Non -Asbestos: 100.0% Kv 0Lab Code: 101433-0 city of Wheat Ride pkL+'Inrq Dofiso§ OPTIMUM BULK SAMPLE ANALYSIS REPORT 7POLARIZED LIGHT MICROSCOPY Analytical and Consulting, LLC PLM (EPA -600/M4-82-020, EPA -600/ R-93-116) NVLAP Lab Code: 101433-0 85 Stiles Road, Suite 201, Salem, NH 03079 Phone: (603)-458-5247 ORDER #: 1929017 CLIENT: Partner Engineering PROJECT #: Mold Net Available ADDRESS: 19 Winterberry Dr. DATE COLLECTED: 03/28/2019 CITY / STATE / ZIP: Amherst NH 03031 COLLECTED BY: John Burnside CONTACT: Doug Lawson DATE RECEIVED: 03/29/2019 DESCRIPTION: PLM Analysis ANALYSIS DATE: 04/03/2019 LOCATION: Simon Med; 3840 Wadsworth, Wheat Ridge, CO 80215 REPORT DATE: 04/03/2019 ANALYST: Lauren Oakes SS Stiles Road, Suite 201 Salem, NH 03079 OPTIMUM ANALYTICAL AND CONSULTING, LLC 603.4585247 lq9qnlq ('hain of f irctnriv Analysis & TAT: 4-6 Hour 24 Hour 48 Hour Standard (3-51 Standard(6-10) Comn,ents(please indicate other test specific information herel: PLM ?y/ PCM Mold Net Available Lead Not Avalladle Otte, ITEM PCB.. etc( Not Available Sampler: p Email: Positive Stop Analysts: "tr'�J/A/ f✓✓ !l F a-7 �" sa.4�Ad„rr:-^' ';+ ✓ •'t."`i<,C.. c .«; (circle one) YES NO Project Manager:Sample Location: Phone Number: 57 e" /rt.fb + Company Name and Address: Project Information: �F. < �J46iGseC'f� �ll"'6'�.�Pv �d4 �wldJ �. �•`e.J£�nd lAlff eA A2 4,14 .1 SampleNumber Description and location r_ / l it/ a , G" -r--e r' C . f 1 G .� .c. z— t pA ,t r5r R etnnuisned by: "4f �ate?'Z1 e �+ .^Pr^' ftc—cl br1?y/�a., / E' -( L nate r,me f'Y of Wheat Ridge APPENDIX B: SAMPLE DIAGRAM Cityof j Ridge 1 Divisn.; a North 3900 Wadsworth Boulevard, Suite 5 Wheat Ridge Not To Scale APPENDIX B: SITE PLAN Project No. 19-242520.1 PAUNER c 'ity Of VVI-jeat APPENDIX D: PHOTOGRAPHIC DOCUMENTATION City of Wheat Ridge 1. West elevation of storefront 3. Typical open area floor and columns SITE PHOTOGRAPHS Project 19-237445.1 2. Typical carpet residue on floor 4. Suspended acoustical ceiling 6. Southeast rear exit door /'-1 °4 City of �t Wheat R cipr, 7. Typical interior column 8. Front (east) drywall wall and storefront 9. Typical open sales floor 10. South toilet floor 11. North toilet floor 12. Storage room �- -� City of Wheat Ridge Buddin Divisor SITE PHOTOGRAPHS Project 19-237445.1 PAKnm CARUSO TU RLEY SCOTT structural engineers STRUCTURAL ENGINEERING EXCELLENCE PARTNERS Richard Turley, PE Paul Scott, PE, SE Sandra Herd, PE, SE, LEED AP Chris Minsan, PE, SE, LEED AP Thomas Morris, PE, LEED AP Richard Dahlmann, PE 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T: (480) 774-1700 F: (480) 774-1701 www.CTSAZ.com Job No. 181808 By SJE CLIENT: triARC Architecture & Design 1934 E Camelback Rd, Suite 200 Phoenix, AZ 85016 PROJECT: S,imonMed TI — Wheat Ridge 3900 Wadsorth Blvd Suite #5 Wheat Ridge, CO 80033 GENERAL INFORMATION: BUILDING CODE: 2012 International Building Code Sheet No. Cover Date 12/2018 o�OPpQO LIII,Fy v ' o• 0050463 O99409*6010 NAI .��.i9 File: Calc Cover 11. UOMAL YOUR VISION IS OUR MISSION 7b Name SimonMED Wheat Ridge ob No. 18-1808 Sheet No. INDEX CARUSO 1215 W. Rio Salado Pkwy. TURLEY Suite 200 B SJE Date 01/2019 SCOTT Tempe, AZ 85281 y consulting T. (480) 774-1700 structural F: (480) 774-1701 engineers CALCULATION INDEX SHEET Y.. 1, a ,, SHEET # 1"t DESCRIPTION 1.1 1.4 e Basis for Design r'2.1 2.14 On Grade Equipment Analysis !a;''1 — 3.18 Roof Level Equipment Analysis 4.1 -4.3 Support for Suspended Equipment YOUR STRUCTURAL ENGINEERING EXPERTS CARUSO TURLEY SCOTT consulting structural engincers BUILDING CODE: 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T: (480) 774-1700 F: (480) 774-1701 Job Name Job No. By SJ SimonMED Wheat Ridge 18-1808 Sheet No. 1.1 E Date 01/2019 2012 EDITION OF THE CALIFORNIA BUILDING CODE LOADS: ROOFS: ROOF LIVE LOAD = 20 PSF (REDUCIBLE) FLAT -ROOF SNOW LOAD, Pf = 30 PSF (NON-REDUCIBLE) EXISTING ROOF DEAD LOAD = 18 PSF (ASSUMED) WIND: 3 SECOND WIND GUST =105 MPH (ASCE 7-10). EXPOSURE C. RISK CATEGORY, II. SEISMIC.- RISK EISMIC:RISK CATEGORY, II, SEISMIC IMPORTANCE FACTOR, I = 1.0. MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 0.189. MAPPED ONE SECOND SPECTRAL ACCELERATION, 81 = 0.06. SOIL SITE CLASS, D (ASSUMED). DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.201, DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.095, SEISMIC DESIGN CATEGORY, B. FOUNDATIONS: DESIGN SOIL BEARING VALUE =1,000 PSF. CONCRETE: MINIMUM 28 DAY STRENGTH AS FOLLOWS: SLABS ON GRADE -------------------- --------------------- (DESIGN FOR SLABS BASED ON 2,500 PSI) REINFORCING: BARS #5 AND LARGER: Fy = 60,000 PSI. BARS #4 AND SMALLER: Fy = 40,000 PSI. STRUCTURAL STEEL: MISC. STRUCTURAL STEEL (A36): Fy = 36,000 PSI. TUBULAR STEEL (A500 Gr. B): Fy = 46,000 PSI. BASIS FOR DESIGN 3,000 PSI mdr- -P City QUICK� CODES MUNt"[Y DEVELOt MENT �e B cerci i�ding yoperating underthe following codes: (20122 internation2012 International Property Maintenance Code 0 n Iorfa(one 2012 International Energy Conservation Code 2012 International Plumbing Code 2012 International Fire Code 2012 International Residential Code 2012 International Fuel Gas Code 2017 National Electrical Code NFPA 99 Standards for Health Care Facilities Uniform Code for the Abatement of Dangerous Buildings, 1997 Edition 2009 ANSI A117.1 Accessible and Usable Facilities Attic Access: 22" X 30" Crawl Space Access: 18" X 24" Drywall: Screws:12" on ceilings Nails: 7" on ceilings 16" on walls framed 16" on center 8" on walls 12" on wails framed 24" on center Frost Level: 6" below arade Snow Load: 30 Lbs. Sq. Ft., 30 Lbs. Drift Wind Load: 105 MPH 3 -second wind gust Exposure: C Seismic Zone: B Insulation: R-20 walls Window: .32 R-49 ceilings R-19 crawlspaces Minimum Space Heating System — Replacements: Gas Furnaces 80% AFUE (sized Manual S) Gas Boilers 80% AFUE New Construction: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE Ducts: Non -Conditioned Space R-6 Outside Building R-8 Water Heaters: High & Low combustion air ducting is required at a rate of 1 sq. in. per 2000 BTUs Arc Fault: ARC Fault required on all outlets per 2017 NEC Attic/Crawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Roofing: Ice and Water shield two (2) feet in from exterior wail (eaves); 6 nails per shingle required; 2 layers allowed, must tear off all layers if doing any tear -off. See Policy BD -10-002 for additional requirements. Flat Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record. Windows: All new windows shall meet egress except windows in existing basement bedrooms. (5.7 Sq. Ft. of openable space). Window height from floor to openable area on window max height is 44". All existing windows shall comply with Policy BDA 0-003. Rev. 07/2018 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?address=3900 Wadsworth Blvd,... Search Information Address: 3900 Wadsworth Blvd, Wheal Ridge, CO 80033, USA Description Coordinates: 39.77180250000001,-105.08117140000002 0.189 Timestamp: 2018-12-1 BT 14:40:02.920Z S1 0.06 Hazard Type: Seismic SMS 0.302 Reference Document: ASCE7-10 SMI 0.143 Risk Category: II SDS 0.201 Site Class: D SOl 0,095 Report Title: Not specified Additional Information Map Results Value Description Nolionul Park B r . 1.6 `F rtlbrex• ,y J . Fv 2.4 c?;Y—rc ,er PGA Boulder' MCEG peak ground acceleration FPGA a . Arapaho end. Boos IV, 0.154 Site modified peak ground amabration TL 4 Long -period transition period (s) roretnal ForeilsEnver ' I . .e e _ e A,, i ve , � fl - [akewoodo - Awora r+� -.Centennial 30' —i - % y�rer:r . - Lett P.�.ye • FII Pante Br r -_Q n Darn sear 0.06 � National sorest - 0.066 Factored uniform -hazard spectral acceleration (2% probablhy of exceedance In 50 years) .-, CE 0.6 Dnxu, Areba rla�tay SnLo xl. n n Fu Gor:gle S s,4;�n n s Map myueaa.e or. MCER Horizontal Response Spectrum Design Horizontal Response Spectrum `A 0.0 1.0 2.0 3.0 4.0 5.0 Period (s) 0.0 1.0 WMIZO O Basic Parameters Name Value Description Ss 0.189 MCER ground molion (pedod=0.2s) S1 0.06 MCER ground motion (period=1.0s) SMS 0.302 Sita -modified spectral acceleration value SMI 0.143 Site -modified spectral acceleration value SDS 0.201 Numeric seismic design value at 0.2s SA SOl 0,095 Numeric seismic design value at 1.Os SA Additional Information Name Value Description SDC B Seismic design category Fa 1.6 site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.Os PGA 0.097 MCEG peak ground acceleration FPGA 1.6 Site amplification factor at PGP, PGAN 0.154 Site modified peak ground amabration TL 4 Long -period transition period (s) SsRT 0.189 Probabilistic riaWwgeted ground motion (0.2s) SsUH 0.208 Factored urt<orm-hazard spectral acceleration (2% pmbabi ty of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.06 Probabilistic risk -targeted ground motion (t.Ds) SIUH 0.066 Factored uniform -hazard spectral acceleration (2% probablhy of exceedance In 50 years) SID 0.6 Factored deterministic acceleration value (1.0s) PC -Ad n s —h— rvret 2.0 3.0 4.0 5.0 Period (a: 2 of 2 12/18/2018,7:40 AM G v- L� r E 'GE MRI �NTROL NETS 2.2 GE— 3.OT MRI Weights and Anchorage Information r GE EQUIPMENT LISTING F411fi'MEN[ ON M. 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OR 01- Ila 8a4 b*- MXISMtSb MSM3 C 1 $.-D 'Yji.StwA L NS:YiVC #HIMI.Lk MAIIN8.'T 84$0$ ib■ bi'$1 1�{u H6 6 HI S Mofl9oA 1.1p oab3a IApF1'9flo TABL.ENT] ATIE'7ENN6TR 279 llax Me13!*S S K INNPORT q A!]bVbhldTgA!ty{5E HOR3[STATI13M 1fIT(4 TWO Q3 LNss L109 btc MIUIOA $ 4 ANAL 1R`.k CCJIt►1 L 0 HKAD LIN PE)ESTAL 159 k6'w LHL9tl+4E1 , 3H — '^ S L7Fy' LYMk 0 pANTRLIt-. RDgl4 UNIT 16 ib+ E]RSM4M Sce. — G of TIEINAu C ATT UNIT -M1' 4 lha �6H4�4S Ci R -7APMxNt-. mo, [114wt„] 26.J 26.8"—'F [clzt 26.7x' } �Llla+� HL�RFFFA) WO VAiR /P [ssa�nmJ ^1 .� .._ Fi� ,,.....� 83,8 I 1 53A I�Btmriml�ij1516inmi � `��` MArNET Eig Il- MIM I1j'�. �C1�aimm] >`RONT_ t T lREAMAGR +j LIALLVtt SdOUlRkIfC HOLLs 3rt.W 01A.� IM11"L To H1Tht5't0#0 i [7!Eh) t00 c1e�o psi [25 {mm] 4ov 70P m6 111N � __ ------ . ~` iYPICAI BEI tr "HOR176 % 476EIN. (1 S07mm] 1106 Lflli ASM VE MISHEO FLOOit. _ \ 4r CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • f: 480 774-1701 www.dsaz.(om Job Nome Job No. 12 - I M� Sheet No. 1'I> By �� b Date 0001't f :Combined •l�aciiing ..... Description : MRI Slab Hearing Clieek Code References Galeutatlons per ACi 318••08, IDC 2009, CSC 2010, ASCE 7-05 Load CombincrUons Used : IBC 2006 General inforrnataon Matorial Propettles . Axial Load Downward Pe: : Concrete 28 day strength 2.5 ksl fy: RebarYleld 40 ksl c: Concrete Elastic Modulus 3122 ksl Concrete Density 145 pef Phi Values Flexure: 0.9 Shear; 0,75 _Soil information 0.518 Allowable Soil Bearing 1 ksf Increase Bearing By Footing Weight NO Soil Passive Sliding Resislance 100 pcf (Uses enlryforTQoIfng bAse deplh below soil sudsW for (orco) Coeffielenl of Solt(Comele Friction 0.3 Analysis/Design Settings Calculate footing welghl as dead load 7 Calculate Pedestal weight as dead toad 7 Min Steel % Sending Reinf (based on'dj Min Allow 'A Top Raktf (based on thick) Min. Cvortuming Safety Factor Klin, Sliding Safety Factor Soil Beadngincroasa Fooling basedepth below soil surface Increases based on footing Depth .... Allowable pressure Increase perfoot when base of footing Is below Increases based on fooling Width ... Allowable pressure increase p rfoot when maximum length or wldih Is greater than Maximum Allowed searing Pressure (A volae orzero buphs no Inch) A*sted Allowable Soil 6ear)n� (Allowable SOB Bearing ad f us ed lorfooffrrg welghl and depth d 40 fnc Buses as sped0ad by User) Yes No O.p018 1;1 'I :1 1.0 it 0 ksf 0 ft 0 ksf f 0 ksf U ksf V'k Dimensions & Reinforcing. k Axial Load Downward Distance Left ofColumn #11 = 1,875 ft ,Pedestaldimensions... Barale Digi Count Slze� As Provided As Req'd Between Columns -- Distance Right of Column #2 = 4,250 f1 1,875 f] Cot #f Col #2 Bottom Oars . 2,0 3 4.220 0.518 0 Sq. Dint 10.0 10.41n Tap Oars 3 0.220 .01n"2 Total Footing Length - g _ S,OfI Hai ht - 0 g Oln pars Btvm Cots Fookkt Width = 2,Oft eottorn ears Top oars 2.0 20 3 .220 0.61841n^2 0 0.61841n"2 FootingThickness - 9 12.4In Bera Right of 001 #2 Rebar Center to Concrete Edge @Top - 1,6 In flotlomB 2,0 3 4.220 0,5184 Rebar Center to Concrete Edge @ Bottom 3 in 2,0 3 0220 0.0 i02 Applied Loads Applied @ Left Column 0 Lr L S W E H Axial load Downward = 5.273 0 0 0 0 0 k Moment (•rCW) - 0 0 d 0 0 0 0 k -ft Shear (+X = 0 0 0 0 0 0 0 k Applied @#tight Column k Axial Load Downward = 4.937 4 0 0 0 0 0 0 0 0 0 0 k -ft Moment (-}CW) shear (+X) = 0 = 0 0 0 0 0 0 0 k- nvr+rhnrdan = O 0 0 0 0 C 7.• ..-... _'2-�3 -• N o ... ... .. .`fit ... •i Q' -9o -9l2" a -s„ t-�oirr' 1 i . ... -.._. ...._ . ....``:'�::':.:::;:..,,•..::.`;'.�:`:_.•.,-..:�.: ;::'..`:.::'�•:•.'._;:.:{ '•Ella=.CktHJG�R-1�CTSL�1^11173025-41CALGUL.IISMMCtSE-<L�C6 •'ENERCALC,INC. ISM -2017, Bultd:617,3A7,VeIZA7,317" 1. Description : MRI Slab Bearing Check D SIGN SUNHARY Factorof safely Item Applied Capacity Governing toad Combination PASS No OTM Overturning ` 0,0 k ft 0,0 k -ft No OTM PASS No Sliding Sliding 0,0 k 3.874 k No Sliding PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Ap lied Capacity Governing Load Combination ~` PASS 0,8147 SoB Bearing 0.8147 ksf 1 A ksf D Only I PASS 0,08247 1 -way Shear - Col #1 ps 76,0 psi +1.40D PASS 0,07742 1-wayShear- Col#2 5,806 psi 76.0 psi +1,40D PASS 0,03643 2 -way Punching - Got 11 6.464 PSI 150,0 psi +1.40D PASS 0,03739 2 -way Punching-(3oi#2 6.608 psi 160.0 PSI •0,401) PASS No Bending Flexure - Left of Col #1- Top 0,0 k -ft 0.0 k -ft NIA PASS 0,3288 Flexure - Left of Col #1 - Bottom�.8 it fl 6,883 k it +1,401) PASS 0.1307 Flexure - Between Cols -Top 0.898 tl 6,873 k -ft +1,400 PASS 0,3029 Flexure - Between Cols - Bottom 1,782 k R 5,883 k -ft 4'1.40D PASS No Beading I'lexura - Right of Col 42 - Top 0.0 k -ft 0,0 k -ft NIA PASS 0,3041 Flexure-RightofCol#2-Bottom 1,789k -ft 6.883 k -ft +1.400 3oii gearing Eacentriclty Actual Soll gearing Stress Actual IAllow Load Combination...' Total Bearing from F(C Ct, @ Left Edge Q Right Edge Allowable Ratio D Only 12.58 k -0.048 it 0,81 ksf 0.76 ksf 1100 ksf 0.816 401601) 7.55 k -0.048 R 0,49 ksf 0,46 ksf 1,00 ksf 0.489 j Overturning Stability Moments about Left Edge k -ft Vontonts about Rtght Edge k -ft Load combination-. Ovarturning Resisting natio Overturning Resisting Ratio T999.000 D Only 0.00 _ 0.00 999,000 0,00 0,00 -Ifl,60D 0.00 0100 999,000 0,00 0,00 $99,000 Sliding Stability Load Combination— Sliding Force Resisting Force sliding SafetyRatfo l — D Only 0,00 k 3.87 It 999 4601) 0,00 k 2.36 k 999 -Axis Footing Flexure • Maximum Values for Load Combination —7 Distance Tension Governed Load Combinatlon.., Mu from left Side As Req'd by Actual As Pht*Mn Mu I PhiMn (f Vk (ft] (11,12) {fn^2} (ft k) +O.60D 0,000 0.000 0 0.000 0 0.000 0.000 0.000 +1 AOL) 0,000 0,020 Bottom 0.518 Min Temn % 0,220 6.883 0.000 +1,40D 0,002 0,040 Bolton 0.618 Min Tan % 0.220 5,883 0.000 +1,40D 0,003 0.060 Bottom 0.518 Min Temn % 0.220 5.883 0.001 4401) 0.006 0,080 Bolton 0.518 Min Temo % 0.220 6,883 0,001 +1,40D 01009 01100 Bottom 0,618 Min Temp % 0,220 5,883 0,002 +1.40D 0,013 0,120 Bottom 0.618 Mtn Tomo % 0,220 5,883 0,002 +1,40D 0.018 0,140 Bottom 0.518 Min Temp % 0,220 5,883 0,009 +1.40D 0.024 0,160 Bottom 0.518 Min Temo % 0,220 6,883 0,004 +1.40D 0.030 GAN Bottom 0.618 Min Temp % 0.220 61883 0.005 +1.40D 0.037 0,200 Bottom 0.518 Min Terme % 0.220 6,883 0.006 +1.40D 0,046 0,220 Bottom 4.518 Min Temp % 0.220 5,883 0,008 +1,4OD 0.054 0,240 Bottom 0.518 Min Temp % 0.220 5.883 0,009 +1A0D 0.063 0,260 Bottom 0,618 Min Temp % 0.220 6.883 0.011 +1.401) 0.073 0,280 Bottom 0,618 Min Temp % 000 5,883 0,012 +1.40D O,D84 0,300 Bottom 0,598 Min Temp % 0,220 5.883 0,014 +,lAOD 0,098 0,320 Bottom 0,598 Min Terup % 0.220 5.883 0,016 +II AOD 0.108 0,340 Bottom 0,618 Mtn Temp % 0.2.70 5.883 0,018 +1AOD 0,121 0,360 Bottom 0.618 Min Temp% 0.220 6.883 01021 +1,40D 0,135 0,380 Bottom 0.518 Min Temp % 0,220 6.883 0,023 +1,40D 0,150 0,400 Bottom 0.618 Min Temp% 0.220 6.883 0,026 �CIIITADLC TD6TpPEATIENT TABLE WITH EXTENDED �7 I REAR CABLE COVR B1064CC B7864E1 B7964D 230 Ifs B7920 - 2.6 GE EQUIPMENT FISTING EQUIPMENT ON ORDER FROM GE HEALTHCARE, INSTALLED HY GE HEALTHCARE, EQulpmEm- CROSS R Me cHaRf PER , NEITHER A QUOTA ON WN WAS ISSUED AT THE DATE OF THEA DRAWINGS P = PRDPPRt1VAL NOTE: LOCAL CONDITIONS MAY DICTATE THAT ITEMS IDENTIFIED IN THIS CAFEGORY BE INSTATED BY OTHERS, 5FIsmic c = 0"-C'l ""l s7�rus S = SPECIIFICAODNS ONLY ITEM NO. QUANTITY ORDERED REr-ER TO SHEET "D' STRC EHEC PLAN PIAN a ITEM DESCRIPTION { = EXISTING/RONSTALL) WEIGHT HEAT OUTPUT (FR yous} DETAIL NO. (1 I OPERATOR' S CONSOLE % COMPUTER 493 lbs 60700 btu B7858A -- OC S V 1 OPERATOR' S CHAIR 3d 1 PCiWCt2 UNIT 701 lbs 970S6b - Pm $ ® 1 STORAGrZ CABINET CEMPTY CABINET WEIUHT> 99 1b3 O I CT L 7 g> SFle¢oi VCT ( ETU' s INCLUDE GANTRY, TABLE, & F n ) 4044 I b$ I 35QOQ b'tu B7664D .575764E B7t3, 4A B79 64 CYT C �CIIITADLC TD6TpPEATIENT TABLE WITH EXTENDED �7 I REAR CABLE COVR B1064CC B7864E1 B7964D 230 Ifs B7920 - 2.6 CT GANTRY AND TABLE ANGHORAEVELING 24.0" [6i0mm] x 10.0" [25dmmJ- 73,74P2" \ (1873mm) COWER OF GRAVTIY - OR 3 3.4' [ ,OammJ W=OVE FL60R. f� 4, 19.8161 [4"mil 5.1851' [13Zmm,� ti MING pArts. - Y11TF1 1//2" (1&nm) MCBOLTS. CENTER. QF GRAVVY - F LOGR VIBRA" I4=4mw w F ;@I$MWE TO 4IMA1> N IN K Rmot 4F o. TO 20 11,12 KPFfW4 ON W AW11TUOE tF TH'c 'ADRA110N. IT 15 THE WSHMMS Cl44ift®aUTY EWWTO k N 3IENT 6 N gO 0 YEEY 1iE SWUM tUIS NOW''MX 11 15 LATIVATELY TES tAfy'i0i�t1 Afi(RIIEf.9F%�} MRgR Rm"sivuIY TQ P}�W THS 5171 S�al.ci4 S fEAbY STWE MBf-3M 111E YM WJW 'WAbT STAR YFIRA-MN1f2ASAM90 "OUGH 1RE FLOUR SFOI$D MDT Llan 10 ; w ;1 IFA UUv SNCL€ fmmm ADM uAEPqw fRON O§ TO $O H2 MigB.A#T41 (W ,M If ANY t fWR 6U69Nb A NbRWk OPMrHO POW), TRANSfW VIBRATION 81EASI1fV1Y_E TkiAt7S&NY01 LtSiUi�AiX.E 31USY ALSO 88 lAtaffm M LEZ THAN 0MIS E'EAR-TU�EA- EQLWMENT LOCATICtt TO t{NWE THE IKURFffOCE TW SYSTIN !3HOk11D HE RACED ON A SOLS! R=k L -MAIM AS FAR A5 POSSABLF FMW THE VID06T CH SUM$, AS L•ARKOt9 11M KAD'111 � 9.iHMY4Y& TRAfN9� HA11.5fNT5, ElEYAIBR:'� } NOSPITAI Pf1YSCAL 4'L.A1tIS iKEk4E NO7E TNJsT O'1HER 170t9 Nar USM MD M$0 BE POTENOAL ice; OF VQU710m 37.4900" [950mm] [937mm] 0 2.6a j 878-64 REV. PAM 1glvio EDGE OF GAb11RY \` BASE FRA)AE E 6.2 4' 1 [[ 158mm]f i 34.Q43` (884rmm) A 1 1 r 30.472` 33 bar f [77*trnj (854mrn] ON! 1st+ex cD+zx�TE DUAL MIt m BLALE Y Table 8"2: LightSpeed VGT 7X Component WOght and Floor Loadlng.DaW 8, x, A 76,2 LEVELING PARS WITH 1/2- [13mml ANICHUR BOLTS. (fa-IrAL) as,IRFLOORING EAS) ;Itnnf sta7� tin TDi�JE 3.59' 01-1 �Q' 3ysEsln: mpmrsent l t1I4► it. {4velallttt dth t. fulaxlmurn tt [it *axlrtsornGflmpres. \ [210mm� p+apSh t(420onm] ($Ornm 18.533` Gahtry ^ 1854 kg (-4100 tlb) 2267 K 117QT mm iI4.566$` ., Four m and 64 mon (80,25 X 3945 In) j 116rnm) .1338" tangutar patterll. I �Z32mm] ❑ ! ! i ' I I � I I 1� 40D k1d 5513 X 24315 mm 2690, N 2.6a j 878-64 REV. PAM 1glvio EDGE OF GAb11RY \` BASE FRA)AE E 6.2 4' 1 [[ 158mm]f i 34.Q43` (884rmm) A 1 1 r 30.472` 33 bar f [77*trnj (854mrn] ON! 1st+ex cD+zx�TE DUAL MIt m BLALE Y Table 8"2: LightSpeed VGT 7X Component WOght and Floor Loadlng.DaW 8, x, A 76,2 LEVELING PARS WITH 1/2- [13mml ANICHUR BOLTS. (fa-IrAL) as,IRFLOORING EAS) ;Itnnf sta7� tin TDi�JE 3.59' 01-1 �Q' 3ysEsln: mpmrsent l t1I4► it. {4velallttt dth t. fulaxlmurn tt [it *axlrtsornGflmpres. p+apSh 1t►ad ; `, stwi1i Gahtry ^ 1854 kg (-4100 tlb) 2267 K 117QT mm 4 495 N. Four m and 64 mon (80,25 X 3945 In) (1100 !b) (2.5 in) pads In ToC- tangutar patterll. f Idssm (eac1T) I4d k9 (250 Ib) ❑ 4895 N (14 a0 Ib) VT 17'00 T-atAd Ivilh- 40D k1d 5513 X 24315 mm 2690, N 5354 N Four Touhc! 64 mm i dvt j?F &lot (880 Ib) (25,6 X 95.J in) (1200 Ib) (2.5 In) pads VT 1700 Ubla u>a h 625 kg 6150 X 2436 mm 2690 N 5351} N Four found 64 mm 2vk (' 501b) pa- (1375 Ib) (25.6 X 955.9 In) 1605 Ib) (1200 lb) (2.5 In) pads 1�'erTt bta=C1250;b) E,irjt�p�fttl,vv s5a X 291 d mm 2630 IN 5210 N 1(1170 Four I and 64 mm (2S.H X 194.5 In) (591 Ib) II4) (2.66 In) pads '- 60s k' -o /. 6 568 -A (Lr . ro) 2.7 i www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: CTS Page: Project: 1215 W Rio Salado Parkway, Suite 200, Tempe, AZ Sub -Project I Pos. No.: 480-7741700 Date; Profis Anchor 2.7.7 1 8/21/2018 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (2) ® Effective embedment depth: h,f = 2.000 in;, hr,. = 2.375 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5!112017 151112019 Proof: Design method ACI 3181 AC193 Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 4.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, in.ib] Input data and rasulls must be checked for agreement with the existing conditions and for piauslblM PROMS Anchor (c) 2003-2409 H11V AG, FL -9494 Schaan Hlti is a registered Trademark of Hlti AG, Schaan www.hilti.us 2.7a Profis Anchor 2.7.7 Company: CTS Page: 2 Specifier. Project: Address: 1215 W Rio Salado Parkway, Suite 200, Tempe, AZ Sub -Project) Pos, No.: Phone I Fax: 480-774-1700 i Date: 8/21/2018 E -Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity (3N ! p„ [%] Status Tension Concrete Breakout Strength 1,000 1,563 64/- OK Shear - - /- Loading PN jjv S Utilization pN,v [%] Status Combined tension and shear loads - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained In the Software concern solely the use of Hilt! products and are based on the principles, formulas and security regulations In accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests.are to be conducted prior to using the relevant Hllti product The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, pardoulady with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, If applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the HIIU Website. Hilt! will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plauslbilltyt PROMS Anchor( u)2003-2009 Hilti AG, FL -9494 Schaan HIM is a registered Trademark of HIM AG, Schaan (�)GE — Proteus XRL Eguipment Specs t�' �,( 5.1 XR(F AT - F—T DIMENSIONS ,�I�C�', EIGHT ELEVATING TA13LE NORMAL METHOD OF MOUNTING DImonsions Floor free5lanCrq. waif rbountod (only tar Li" powered agrivatars), or anchor to floor vtlth Four WO (3l*8") bolts, Maximum Height .. . .. . . . . ..... , ... 9013 mm (35,4"). Minimum Height . . . . . . . .... . . . 5QO mm (19.13") Width ... _ ..... . ..... . ...... . . . . 2200 Mm (88,6') hn,gth ............. . . ........ . . . 8.00 mm (31.4 Weight ............................... 28D kg ffjj.2Ib NORMAL METHOD OF MOUNTING FLOOR MOUNTED TUBE STAND� Floor free5lanCrq. waif rbountod (only tar Li" powered agrivatars), or anchor to floor vtlth Four WO (3l*8") bolts, :;.-X'-q.r^--L 1 2 tLEVATIN0 TAaM ^ AnohQr la floor with t D x Ml D dont. WALL STAND chor to floor with 2 x Mt D belts n anchor to wall with 2 x P,41 b htu ts_ Qimensiww Haight........... . .. , , ......... , . 2235 Mm, (88") Widtfii ....... . ... . .....:.... , .... 2755 mm (108.4y') Langh ......... .,._., ..,. 1201 mrn{47.2' Weight , , .. , ............. . .. . , , _ ... , , , 3A5 kg 760 Ib} f'_'_'_. 1 '114►ALL STAND FOR (DIGITAL, [DETECTOR IFIXER OR PORTABLE) HeighL ............... . . ............... X35 n1tn Width , , .... _ _ . , e77 myn Length 881 trim (15" Weight ................... . .. . ........ 145 kg (819.6 Ib) Oki Healthcare Proteus XR/f REV A PIM DOC1913363 .r 2,2,2 XR1F AT AND ET FLOOR AND WALT. REQUIREMENTS The method of Installing the system is; k-. COMPONENT NORMAL METHOD OF MOUNTING �a€N�RATOFi GAgIN T Floor free5lanCrq. waif rbountod (only tar Li" powered agrivatars), or anchor to floor vtlth Four WO (3l*8") bolts, TUBE STAND BASE anchor to nnnr with 10 x hti tLEVATIN0 TAaM ^ AnohQr la floor with t D x Ml D dont. WALL STAND chor to floor with 2 x Mt D belts n anchor to wall with 2 x P,41 b htu ts_ NOTP-- ror siVsrmlo ar'sa! all cotnpatJertrs mot7 8e mohotod, Latrftf �fandards should �e ��pJted. Room planning = ( t . Select - Dimensions in cm (inches) `a C 1"A 15 Room planning 0 Dimensions and weight Chassis (i x w x h) 179.5 cm x 80 cm x 173Z(27" �x2 x 31.5" x 68.3") Monitor cart (I x w x h) 68.5 cm x 74 cm x 179 x 70.5") Weight of C-arm chassis without options Cios Select Monitor cart 14 X2755 kg (605 lbs) --------------- ,150 kg (330 lbs) Ia:=$�� . �Yvrl 11-mi��1 z V g q e1A p� pq g5 Z Z C) Rik c y tJ z o c a e sk aed R � o g gg� No VIM i FIR P o SON — J_N�wrl�o� ��=4 k=A g^ 1A 2 a n§ @ 2 Qa @ WPM i o q e1A Z Z C) Rik Mall J '0p4 o Z R j rpp� B�YR I I lyl----- IYYYY sk aed R � o g gg� No VIM i 1�1 _00 i P LH ES 9 ss s rn W Z g wig eC L H 2 a n§ @ 2 Qa @ WPM i o q e1A Z Z C) Mall J '0p4 o Z R j rpp� B�YR I I lyl----- IYYYY sk aed W � o gg� No VIM i 1�1 _00 i 2 a n§ @ 2 Qa @ WPM i o q e1A Z Z C) � J n f< e s & o yR � � � �� fit l fA sk aed W � o P H P LH ES 9 ss s rn Z 2 a n§ @ 2 Qa @ WPM i o q e1A Z Z C) t^ N n f< e s & o yR � � � �� fit l fA sk aed W 2 a n§ @ 2 Qa @ WPM i o q e1A Z Z C) t^ N a W � o ES Z - � W J 2 a n§ @ 2 Qa @ WPM i � o 0 Z - � W J - -- �tF P x I I -[Y 2 a n§ @ 2 Qa @ WPM i Product Data LUNAR PRODIGY Series Rev 0 January 2002 Site Components and Specifications Full -Size Table Specifications Dimensions and Weight • Length: 263 cm (103.5 in) • Width: 109.3cm (43.5 in) • Height: 128.3 cm (50.5 in) • Weight: 272.16 kg (600 lbs) ----------- Compact-Size Table Specifications Dimensions and Weight • Length: 201 cm (79.5 in) • Width: 109.3 cm (43.5 in) • Height: 128.3 cm (50.5 in) • Weight: 254 kg (559 lbs) Common Specifications Operator Space • Length: 78.5 cm (31 in) • Width: 63.3 cm (25 in) • Height: 48.1 cm (19 in) Electrical Power • Dedicated 20A (isolated ground) 120 VAC single duplex outlet (placed at the operator's console. See room Iayout drawings) • Power must meet IEEE 519-1992 standards: 110/115 VAC +/-10%'0, THD<5%* GE Lunar recommends consulting a licensed electrician to insure that your site meets the system power requirements. Environmental Requirements • Operating Temperature Range 18-27° C (65-81° F) • Operating Humidity Range 20-80% non -condensing • Power Rating 600vA • Heat Output Scanner 150 BTU/hr (idle) 1500 BTU/hr (energized) host PC 500 BTU/hr Radiation • Scatter and leakage: <0.6 mR/hr (6 pSv/hr) ® I m (39 in) • The estimated total annual exposure to the operator is calculated as follows: 720 studies/yr x 1 min/Study x 1 hr/ 60 min. x 0.6mR/hr=7.2 mR/yr • Assumptions: - User is 1 meter from table center - 60 patients /month - 1 study = 1 spine and 1 femur scan GE Medical Systems LUNAR recommends consulting with your State Radiation regulatory agency to insure that you comply with local ordinances. Computer Workstation" • computer • high-resolution monitor • keyboard • HP Professional printer • mouse GE Medical Systems LUNAR 726 Heartland Trail Madison, W153717 888-795-8627 Fax 608-826-7102 Internet—gemedicai.coin TeleDensitometry and Networking • Access to LAN or dedicated analog phone line required. • Connection to non -isolated LAN or phone line requires a distance of 1.83 M between the operator's console and the scan table to comply with IEC, UL and CSA safety requirments. Additional detailed information is available in the LUNAR Prodigy Safety Information and Technical specifications manual (p/n LNR8933US) , -Z 19,2 eKt LUNAR and PROOIGYare trademarks of GE Lunar Coporation. Windows is a trademark of Mkramfl corporation. * Some sites may require power conditioning equipment. Contact GE LUNAR for details and specifications. * The computer workstation is normally connected to the PRODIGY isolated power output connection. If non -isolated devices are connected, i.e. telephone or modem lines, the computer must be plugged into a normal 110 VAC wall connection and a minimum separation distance of 1.83m (6 ft) is required between the scanner and the computer to comply with IEC, UL, and CSA requirements. *** Not available on compact tables. Specifications may change to reflect changes in technology. S1119f 1/92 LUNAR Prodigy Series Page 2 of 2 SIEMENS S2000 ABVS TYPICAL ROOM PLAN WORKSTATION TABLE 11191' RE 1115ICNED, SUPPUEO R INSTALLED BY CUS1015ER/CDNTPPLTOR. s AM WORKPIACE TO DE LOCATED AND INSTALLED BY CUSTOMER/CONTRACTOR OUTSIDE THE EXAM ARM FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. OREMATION POINT f— OF ABVS SYSIDJ TYPICAL PLAN SCALE: 1/8„ = 1'-0" EQUIPMENT LEGEND NO DESCRIPTION SATS WEIGHT SYM ) 9R3/HR DIMENSIONS (INCHES) TO AIR W D H REMARKS 1 S2000 ABVS SYSTEM O 34 — 20-54 1/2 38 70 1/2 FLOOR MOUNTED (2ACUSON 52000 SYSTEM C) K400, 2400 24 1/2 43 51-62 MOBILE IMAGING SYSTEM 3 ABVS WORKPLACE — — 2383 — — — LOCATED BY CUSTOM£T2 OUTSIDE EXAM ROOM W ol- SIEMENS MEDICAL SOLUT ONS USA IVC. f.UTSHFFT FOR TYPIC.M ?. 00022 REVO P•\CL I Oil April 1, 2006 Product Description The LOGIQ 9 is our leadership ultrasound imaging system designed for abdominal, vascular, obstetrics, gynecology, neonatal, urology, transcranial, and small parts applications. It is available with a CRT or LCD monitor. System Architecture TruScan Architecture - GE's exclusive, software -intensive platform provides unsurpassed computational power, image -manipulation capability, workflow flexibility and product upgrade -ability. The LOGIA 9 excels in the following areas: Image Quality superiority is created through the use of CrossXBeam, SRI - HD, coded techniques and world- class transducers. Raw Data is GE's exclusive technology that allows a virtual rescan on archived images by applying many of the some scan controls available during the original exam. Productivity features to make the LOG IQ 9 the most productive U/S system - including Automatic Optimization. Ergonomics provide the most ergonomic U/S system available - including VoiceScan. General Specifications Dimensions and Weight (Dimensions given with floating keyboard stowed for transport) • Height - Min: 140.3 cm (55.25 in) - Min iLcoi:127 cm (50 in) - Max: 160.7 cm (63.25 in) • Width: 64 cm (25.2 in) • Depth: 89.9 cm (35.4 in) • Vjaigbt �91b (no peripherals), CRT: 185kg 40LCD: 171kg (376 Ib) LOGIQ 9 BT'06 Product Data Sheet 0 LOGIQ 9 TruScon Imaging Technolo Electrical Power • Voltage: 100-120 Vac or 220-240 Vac • frequency: 50/60 Hz • Power Consumption: 1.2KVA with on -board peripherals, 0.7KVA without peripherals • Thermal Output: 4095 BTU/hrwith on -board peripherals, 2390 BTU/hr without peripherals • Stand-by Mode - System will retain state for 15 minutes for portable applications Console Design • 4 Active Probe Ports • Integrated HDD (80 GBI • Integrated DVD -R drive • On -board storage for peripherals • Wheels • Wheel diameter: Front: 175 mm Rear. 175 mm • Integrated locking mechanism that provides rolling lock and caster swivel lock • Integrated cable management • Front and rear handles • Easily removable air filter User Interface Operator Keyboard • Floating keyboard adjustable in Doc Number: 5149697700 rev 5 VAA ams 0 of GE Healthcare INA Chalfont St. Giles Buckinghamshire, UK www.gehealthcare.com three dimensions: • Height: 76.2 - 96.5 cm (30 - 38 in) • Rotation: +/-751, from center • Extension: 31.8 cm (12.5 in) from console • Full-sized, backlit alphanumeric keyboard • Ergonomic hard key layout • Interactive back -lighting • Integrated recording keys for remote control of up to 4 peripheral or DICOM devices • Integrated gel warmer Touch Screen • 10.4 in High Resolution, Color, Touch, LCD screen • Interactive dynamic software menu • Brightness adjustment • User -configurable layout CRT Monitor • 17" High -Resolution non -interlaced scan flat CRT • Center of monitor height adjustable (with keyboard): 125.7 - 146.1 cm (49.5 - 57.5 in) • Tilt/Rotate Adjustable Monitor • Tilt Angle: Down 10°, Up 10° • Rotate Angle: 90° right, 90° left • Integrated high-fidelity speakers • Brightness & contrast adjustment LCD Monitor • 17" High -Resolution LCD • LCD translation (independent of console) • Height adjustable: ± 15 cm R 6 in) • Side to side: ± 50 cm (± 19 in) • Tilt/Rotate Adjustable Monitor •Tilt Angle: Down 10°, Up 10° • Rotate Angle: 90° right, 90° left • Integrated premium speakers • Digital brightness adjustment • Fold -down and lock mechanism for transportation • Brightness & contrast adjustment Page 1 of 9 --------------- Ar ii og 1, 'LAO y A N: i x %, -V� CX IIVI 'I H 1AF-I IL—JAL mamm; z2E7 �ZaE--; �k P 'Aq+ CARUSO TURLEY SCOTT Job Name �\ AQg,,) Ute structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 Job No. 'e Sheet No. 2 wwwAsaz.com By. Date y: 3o PSS vex:N o� o, f l , A�: a��o -tt5 [sc,CA IL A� 1r�t�N�sr 0 For Joist Depths 24" to 30" inclusive Joist Designation Nominal "Depth (in.1 24H6 24 24117 24 24118 24 124119 24 I- 24HIO 24 124HIl __1 24 26HB ..-- 26 26H9 - ___-. 26 925,000 261110 _ 26 1,040,000 261111 .. _ -__.. 26 ..._-.-_ 1,203,000 28118 28H9 1111. 28 1.000,000 281110 _........_. 28 (,!24,000 -28H11 28 1,300.000 9400 30118 _ 30 .�_... 909,000 6800 _111.1._.. 30H9 30 _ _. 1075.000 7500 - 15.4 3ON10 30 _ 1,201,000 30H11 30 _ _ ,397,000 _ 28 _. ... 8413,000 6700 Resist Moment 62,000 __�_... 576,000 - 716,000 -.____...�_ 851,000 -1_ S57,000 1,1013,000 784.000 Maz. End React: (Ihs.) 5500 590D 6000 7000 7500 8200 '6700 7200 14.8 7600 _.__--•- 16.2 8300 __-. 7200 770Q • 8100 17,3 8700 i8.8 App rax, Wi, 10.3 11.5 - 12,7 14.0 15.5 17.5 --_.-.___._-. E2.8 1719 13.5 -... 15.2 Is.& 18.3 14.2 Span in Fee[ 24 467 483 8 500 .583 625 - It 25 448 464 480 560 600 I^ 26 431 446 462 538 577 631 1 515 554 595 638 27 430 444 519 556 607 496 533 563 6155 2$ 6415 G..- 414 406._ 429 500 J I 536 586 479 514 543 593 479 514 550 600 - -- 29 3G6 Oa I 400 I 3s 414 493 517 I 566 1462 497 524 572 462 07rn 531 579 30134 I 387 400 457 500 547 447 490 507 553 447 480 Sia 560 453 500 540 580 j 31 jf- 32 --13001 [ 1324 374 3 387 1 4 `2 4388-j j 448G5 '469 529 1432 465 490 535 432 465 450 497 542 439 484 523 561 51832 1 419 196 450 495__.._ 475 519 419 481 525 425- 464 506 ,m 544 33 34 Y 35 1( 3 28J-PG5_- 266 251 177 248 364 _ 369. 353 83 25 414l 393__1_3586 I 412 I 374 I 40851 I 441 I 35 429 27.14 _994 482 40 4 1 365,��383 396._ 394 311 436 405,_ 503- L91�a 436 4137 509 412 455 691 527 3 2A_ 424 411 447 41._426-j 434 _383___ 422 3.52 M1fl _324-1-370._ 400 _299... 488 474 A3L._� 461 __...31.1__ 449 437 _ 311 426 116-_ 1 Als { 394 310_ 383 339_.._ 372 362 281 353 55 344 -._.2.45- 335 424 4)1 �4 453 440 494 480 400 3A9 378 _339. 441 429 476 463 512 497 36 1 1238 -296 1�238_..I_ 333�J I 324 ] 316 3289 .269 378 ! 358 ] 417 911_339__ 4 456 443 12 432 88_. 372 57 362 46__ 353 _.22Z..._ 400 Z 389 288 379 _-266_ 400 -364__ 384 -.3.fi 379 _.-.314 369 360 2 428 419 467 417 450 483 �L158 37 �.._.6 38 �21326G t-.-20Lj_.225 405 4 i 395 25 416 405 _3`9 395 _ 385 299 454 442 P 431 6 420 388 _3311_ 358 0 _30-- 349 82 340 _312.2_._ 405 .36?_ 395 57 385 3i , _ 375 was A38 �6 426 415 372 405 345 470 458 446 _42.6_ 435 995 L39 39 �I-12,4 40 41 L_ � 42 1 43 1167 44 202 193 , Ll5. 183 JDI_. 175 inn ) 159- I 1 I 252 5L 240 419.. 228 29- 218 In 208 198 1 308 187 1-248_1 .179.. 284 GL 271 258 247 ! 3�59 �385 350 193 ZQ 322 .1.66_,_ 307 65___ 293 4 234_ 375 211.. 366 351 187 _-1 330 _J5 421 6_ 410 , , 00 , d00 29 390 -_P13 381 X99 _ 373 186 1.113__. 348 344 Z10 I 369 i 246 _. 360 2 390 _ Ufi 380 �5�.1_05 -1 1 1311 I ]At 296 188._. 283 . isb.. 270 _ 13, 258 �7 247 26 � 357 343 I 197 1 . 1:;, ... 319 305 291 5 f 371 238 1.271_J_211,_1__ 362 221 353 ZOS.. 345 93 336 180 l 405 j 395 253 386 . Z35_ . 377 Z 369 4. 1327 319 196 8 291 1 279 I 351 Z47_ I 343 L. -M-_ 335 _2 327 20 320 8L. 376 -2Z 367 359 --241.-- 350 5 342 _�lo 10 410 8 400 95 391 375 382 Z3? 373 �4 332 243_ 324 22fi 316 _2 309 196 sa 366 _2i 5 357 ? 349 a 341 ^230 395 __ 32� 386 2 377 378_ 368 Q 424 .367 414 �1- 405 X1.8._. 395 797 45 ��8 I 46 152 146 190 181, 236 226 0 5 L268 316 5 302 333 L5-_ 360 _74? 387 ?7R _ 8_. 361 _.18Z 267 .14g. - 255 140 313 175 335 j9I.. 3Wj 194 :321'1 lj3 365 225.. X357 211J4A_ 286 172 274 326 _ ZO 352 _ 378 260 ,- 370 244 47 139 j 174 i 216 IDI 7 9 299 111 277 334 _15 320 237 244 279 314 58 353 190 ._169. 289 278 134 319 .189 lIZ___ 345 20 338 _1.300 48 134 167 j AlI 207 ] DQ 246 227 268 I 301 �I98- Z89 346 169 245 131 _ 235 174 350 _19k 263 15` 363 229 49 218 257 15q 63_ 343 J8 252 J42 298 Ifi7 331 188 355 2! 5D 209 1 247 277 131 321 54 226 5 267 _ 13,6- 300 336 65_ 242 -134.. 297 . J 57. , ..17... 348 g07: 51 201 237 267 2.4 308 141 217 110 256 129 288 144 329 165 233 15 276 148 309 16¢ 341 191 52 1931 228 256 297 _a 209 1 247 -121_ 277 _116 224 265 139 298 335 0 I 53 ( j� j- 201 237 4 267 i8 309255 11 _JJZ_ �2 2 44 A 328 170 ��54 t 193 L_J�JQB_ f 2. 129 12-57 297 L3.9_ 208 106 246 12 276 140 N _.. j 186 8L 220 248 287 3 200 237 8 266 133 308 53 56 180 1 83g�_1_ 213 1239 10 276 Z5 193 95 229 112 257 2 297 44 187 911 221 Ins 248 297 68-� - - 180 f 213 1111 1 239 277 I7s9�^ 2013 95 111 2 3 as 2I IFA 60 168 72 199 91 224 307 259 117 'Indicates Nominal Depth of steel joists only, jApproximate Weights per Linear Foot of steel joists only. Acces- sories and nailer strip not included. 'tSee manufacturers' catalog for detailed information on specific joist types. -Section 5,9 of the "Standard Specifications for Open Web Steel Joists, J- and 11 -Series" limits the design LIVE load deflection as follows: FLOORS, 1/360 span, ROOFS, 1/360 of span where a plaster ceil- ing is attached or suspended; 1/240 of span for all other cases, CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.(isaz.com Job Name ={rnc ,.11 l%=k Job No. w- /LL -L') Sheet No. � By r'I V 1 Date /2"- i;`. W CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name '��M h cvl� r` ec-r e Job No. /5 Sheet No. `� a Date CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.dSaz.com Job Name jut�o`i�;'`s Job No. Kx`21 Sheet No. By �? Date O �)� Caruso Turley Scott, INC, 1215 W. No Salado Pkwy, Suite 200 Tempe, AZ 85281 Phone: (460) 774-1700 Fax: (480) 774-1701 General Beare Analysis Description: Existing (32' Span) w 2 New Mech Project Title: SimonMed Wheat Ridge Engineer: SJE Project ID: 18-1808 Project Descr: Printed: 3 JAN 2019. 2:53PM 18.10.31 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 32.0 ft Area = 10.0 in^2 Moment of Inertia = 100.0 in^4 D(012,) D(Of1 21) D(0.108) Lr(0.12) S(0.18) --a x Ery �f3�4`"' •i x -.'ter sa}' Sxrh+--+�s-,-c Sv-r r �_".z r .s r-gjfr -- S 777 +D+S Span = 32.0 ft +D+S Span # where maximum occurs Applied Loads ` Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0180, Lr = 0.020, S = 0.030 ksf, Tributary Width = 6.0 ft, (Existing Roof Load) Point Load: D = 0.210 k @ 10.0 ft, (New Mech'I 351#) Point Load : D = 0.210 k @ 3.0 ft, (New Mech'I 351#) DESIGN SUMMARY Maximum Bending = 38.242 k -ft Maximum Shear = 4.943 k Load Combination +D+S Load Combination +D+S Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 15.680ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 1.476 in 260 Dsgn. L= 32.00 ft 1 Max Upward Transient Deflection 0.016 in 24583 38.24 Max Downward Total Deflection 2.456 in 156 Max Upward Total Deflection 0.009 in 40810 Maximum Forces & Stresses for Load Combinations ; Load Combination Max Stress Ratios Summary of Moment Values (k -ft) Shear Values (k) Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnxf0mega Cb Rm Va Max Vnx VnxlOmega Overall MA)0mum Envelope Dsgn. L= 32.00 ft 1 38.24 38.24 4.94 D Only Dsgn. L = 32.00 ft 1 15.22 15.22 2.06 +D+Lr Dsgn. L = 32.00 ft 1 30.56 30.56 3,98 +D+S Dsgn. L = 32.00 ft 1 38.24 38.24 4,94 +D+0.750Lr Dsgn. L= 32.00 ft 1 26.73 26.73 3.50 +D+0.7505 Dsgn. L= 32.00 ft 1 32.48 32.48 4.22 +0.60D Dsgn. L = 32.00 ft 1 9.13 9,13 1.24 Overall Maximum Deflections Load Combination Span Max.'" Deti Location in Span Load Combination Max W' Def] Location in Span +D+S 1 24562 16.000 0.0000 0.000 Vertical Reactions. Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.943 4.693 Overall MlNimum 1.238 1.088 D Only 2.063 1.813 +D+Lr 3.983 3.733 +D+S 4.943 4.693 +D4 0.750Lr 3.503 3.253 4r CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.(tsaz.com Job Name S+M C1 m o l' o oq A' ^ M)()t Job No. COW% Sheet No. 22. b By✓ Date?! C) a Caruso Turley Scott, INC, Project Title: SimonMed Wheat Ridge qq 1215 W. Rio Salado Pkwy, Suite 200 Engineer. SJE 1 Tempe, AZ 85281 Project ID: 18-1808 Phone: (480) 774-1700 Project Descr: Fax: (480) 774-1701 Printed: 3 JAN 2019, 7:59AM General Beam Anal sis File-o�crsErt_ s�slaos-ncALcu�1�t&,aoewneau�dgee�s y Software copyright ENERCALC, INC.`1983-2018, Bd id:10.18,10.31 t.r00. Description: Existing (32' Span) w 1 New Mech General Beam Properties Elastic Modulus 29,000.0 kst Span #1 Span Length = 32.0 ft Area = 10.0 in A2 Moment of Inertia = 100.0 in^4 D(o.fss) _ _ oto.10a��o.[z1 Span = 32.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0180, Lr = 0.020, S = 0.030 ksf, Tributary Width = 6.0 ft, (Existing Roof Load) Point Load: D = 0.5550 k @ 10.0 ft, (New Mech'I (9509)) L&,WUnr summ vn r - Maximum Bending = 39.691 k -ft" Maximum Shear = 4.990 k Load Combination +p+S+ Load Combination Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 15.360 ft Location of maximum on span 0.000 ft Maximum Deflection 39.69 39.69 Max Downward Transient Deflection 1.476 in 260 Max Upward Transient Deflection 0.016 in 24583 Max Downward Total Deflection 2,548 in 150 Max Upward Total Deflection 0.010 in 37511 Maxitnum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summaryof Moment Values (k -ft) Shear Values (k) Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx1Omega Cb Rm Va Max Vnx Vnxf0mega Overall MAKmum Envelope Dsgn. L = 32.00 ft 1 39.69 39.69 4.99 +D -h4 Dsgn. L = 32.00 ft 1 16.74 16.74 2.11 +D+L+H Dsgn. L = 32.00 ft 1 16.74 16.74 2.11 +D+Lr+H Dsgn. L = 32.00 ft 1 32.02 32.02 4.03 +D+S+H Dsgn. L = 32.00 ft 1 39.69 39.69 4.99 +D+0.754Lr+0,750L-rfi Dsgn. L = 32.00 ft 1 28.19 28.19 3.55 +D+0.750L+0,750S+H Dsgn. L = 32.00 ft 1 33.94 33.94 4.27 +D+0.60W+H Dsgn, L = 32.00 ft 1 16.74 16.74 2.11 +D+0.70E+H Dsgn. L = 32.00 ft 1 16.74 16.74 2.11 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 32.00 ft 1 28.19 28.19 3.55 +D+0.750L+0.750S+0.450W+H Dsgn. L = 32.00 ft 1 33.94 33.94 4.27 +0+0.750L+0.750S+0.5250E+H Dsgn. L = 32.00 ft 1 33.94 33.94 4.27 +0.60D+0.60W+0.60H Dsgn. L = 32.00 it 1 10.04 10.04 1.27 +0.60D+0.70E+0,60H Dsgn. L = 32.00 ft 1 10.04 10.04 10 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 - F: 480 774-1701 WWWASUZ.Com Job Name Job No. —Sheet No. By Date 101 � o Caruso Turley Scott, INC. Project Title: SimonMed Wheat Ridge ` 1215 W. Rio Salado Pkwy, Suite 200 Engineer: SJE Tempe, AZ 85281 Project ID: 18-1808 Phone: (480) 774-1700 Project Descr: + +S+ Fax: (480) 774-1701 Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span Printed: 3 JAN 2019, 3:43PM C7Qrleia�f B@alTl. Aha SIS y 0.000 ft Ftle-OtCTSEN-11181808-11CALCUL^411&i808WheatRidge.ec6 . Software copyright ENERCALC, INC.1983-2018, Build.10.18.10.31 . r.0r►. 1.476 in 260 Description: Existing (32' Span) w 1 new Mech & Chiller Load Max Upward Transient Deflection 0.016 in General Beam Properties Dsgn. L = 32.00 ft 1 Max Downward Total Deflection Elastic Modulus 29,000.0 ksi 149 +D+Lr+H Span #1 Span Length = 32.0 ft Area = 1 Q.0 in^2 Moment of Inertia = 100.0 in A4 D(0.z43) D(0.,555) II 11 D(o.'los) Lr(o.'12) s(o.ta) } _ 1 Span = 32.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0180, Lr = 0.020, S = 0.030 ksf, Tributary Width = 6.0 ft, (Existing Roof Load) Point Load: D = 0.2430 k @ 1.590 ft, (Chiller Load) Point Load : D = 0.5550 k @ 10.0 ft, (Mech'I Load 950#) ursrwv Ziummkxr Load Combination Max Stress Ratios Maximum Bending = 892 k -ft Maximum Shear r 5.220 k Load Combination Mmax - Ma - Max Mnx MnxlOmega Cb Rm Load Combination + +S+ Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 15.360 it Location of maximum on span 0.000 ft Maximum Deflection Dsgn. L = 32.00 ft 1 Max Downward Transient Deflection 1.476 in 260 +D+L+H Max Upward Transient Deflection 0.016 in 24583 Dsgn. L = 32.00 ft 1 Max Downward Total Deflection 2.563 in 149 +D+Lr+H Max Upward Total Deflection 0.010 in 36898 Dsgn, L = 32.00 ft 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Vakies (k -ft) Shear Values (k) Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega Overall MAXimum Envelope Dsgn. L = 32.00 ft 1 39.89 39.89 5.22 +D+H Dsgn. L = 32.00 ft 1 16.95 16.95 2.34 +D+L+H Dsgn. L = 32.00 ft 1 16.95 16.95 2.34 +D+Lr+H Dsgn, L = 32.00 ft 1 32.23 32.23 4.26 +D+S+H Dsgn. L = 32.00 ft 1 39.89 39.89 5.22 +D+0.750Lr+0.750L+H Dsgn. L = 32.00 ft 1 28.40 28.40 3.78 +D+0,7501-+0.750S+H Dsgn. L = 32.00 ft 1 34.14 34.14 4.50 +D+0.60W+H Dsgn, L = 32.00 ft 1 16.95 16.95 2.34 +D+0,70E+H Dsgn. L = 32.00 ft 1 16.95 16.95 2.34 +D+0,750Lr+0.750L+0.450W+H1 Dsgn. L = 32.00 ft 1 28.40 28.40 3.78 +D+0.750L+0.750S+0,450W+H Dsgn. L = 32.00 ft 1 34.14 34.14 4.50 +D+0,750L+0.750S+0.5250E+H Dsgn. L = 32.00 ft 1 34.14 34.14 4.50 +0.60D+0.60W+0.60H Dsgn. L = 32.00 ft 1 10.17 10.17 1.40 +0.6013+0.70E+0.601H Dsgn. L = 32.00 ft 1 10.17 10.17 1.40 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T. 480 774-1700 - F: 480 774-1701 www.ctsaz.com Job Name ::SN'mgos �vy'-b Job No. Sheet No. By 1 Date r Caruso Turley Scott, INC. Project Title: SimonMed Wheat Ridge 1215 W. Rio Salado Pkwy, Suite 200 Engineer: SJE Tempe, AZ 85281 Project ID: 18-1808 7 Phone: (480) 774-1700 Project Descr. , Fax: (480) 774-1701 Printed: 3 JAN 2019, 3:43PM File= OaCTSEN 51161808-11CALCUL111818081MIealWdge ec8.. tsEtiL'i1liB@alit. AllalySlS -: SoflwarecwrriahlENERCALC•INC. 1983-2018,Su0d:10.18.10.31: Description: Existing (35' Span) w Chiller Load & Drift Load General Beam Properties Elastic Modulus 29,000.0 ksi Span 41 Span Length = 35.0 it Area 10.0 in"2 Moment of Inertia = 100.0 in A4 D(o.�2as) 1 s(o 0 2sa) D(0.108) Lr(0.32) 5(0.18) s it Span =35.0ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D=0.0180, Lr = 0.020, S = 0.030 ksf, Tributary Width = 6.0 ft, (Existing Roof Load) Point Load : D = 0.2430 k @ 1.590 ft, (Chiller Load) Varying Uniform Load: S= 0.0->0,0480 ksf, Extent = 24.50 ->> 35.0 ft, Trib Width = 6.0 ft, (Drift Load) DESIGN SUMMARY ' Load Combination Max Stress Ratios Maximum Bending = Maximum Shear = .412toad Combination �k-ft (�+D+S+ Load Combination +D Span # where maximum occurs # 1 Span # where maximum occurs Spa Location of maximum on span 18.025 ft Location of maximum on span 5.000 ft Maximum Deflection Max Downward Transient Deflection 2.347 in 178 (�(` SMAQ- Fm Max Upward Transient Deflection 0.022 in 18788 Max Downward Total Deflection 3.632 in 115 r 2.12 Max Upward Total Deflection 0.012 in 34051 :Maximum Forces & Stresses for Load Combinations.. Load Combination Max Stress Ratios Summary of Moment Values (k -ft) Shear Values (k) Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxtOmega Overall MAXimum Envelope Dsgn. L = 35.00 ft 1 46.97 46.97 6.41 +D+H Dsgn. L = 35.00 It 1 16.73 16.73 2.12 +D+L+H Dsgn. L = 35.00 ft 1 16.73 16.73 2.12 +D+Lr+1i Dsgn. L = 35.00 0 1 35.11 35.11 4.22 +D+S+H Dsgn. L = 35.00 It 1 46.97 46.97 6.41 +D+0.750Lr+0.750L+H Dsgn. L = 35.00 ft 1 30.51 30.51 3.70 +D+0.750L+0.750S+H Dsgn. L = 35.00 It 1 39.41 39.41 5.28 +D+0.60W+H Dsgn. L = 35.00 It 1 16,73 16.73 2.12 +D+0.70E+H Dsgn. L = 35.00 It 1 16.73 16.73 2.12 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 35.00 It 1 30.51 30.51 3.70 +D+0.75 0.+0.750 S+0.450 W+H Dsgn. L = 35.00 It 1 39.41 39.41 5.28 +D+U,75OL+0.750S+0.5250E+H Dsgn. L = 35.00 It 1 39.41 39.41 5.28 +0.60D+9.60W+0.60H Dsgn. L = 35.00 ft 1 10.04 10.04 1.27 +0.60D+0.70E+0.60H Dsgn. L = 35.00 ft 1 10.04 10.04 1.27 f CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsuz.com Job Name f)� Wa"),i'&� ) V-)\t�xyx- M642 Job No. En.. Sheet No. _ By .'� I Dote 01. �t Caruso Turley Scott, INC. Project Title: SimonMed Wheat Ridge 12.15 W. Rio Salado Pkwy, Suite 200 Engineer: SJE Tempe, AZ 85281 Project ID: 18-1808 Phone: (480) 774-1700 Project Descr: J j Fax: (480) 774-1701 Va : Applied k Mn / Omega: Allowable 165.918 k -ft Printed: 2 JAN 2019, 5:11 PM Steel Beam Load Combination File= O:LCTSEN-1118.1,80,8-1118-1808 "(Rcdge.ec6 Load Combination +D+S+H SoflwarecopyrigfilENERCALC,INC.'1963-2018, Build:10.18.10.31 . '< Description: --None- CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2012 '-Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.942) D .6 3 r(OP.67) S(1.005) W 18x35 Span = 20.0 ft Applied LOads _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.6030, Lr = 0.670, S =1.005 Wit, Tributary Width =1.0 ft Uniform Load : D = 0.9420 k/ft, Extent = 0.0 ->> 10.0 ft, Tributary Width =1.0 ft DESIGN SUMMARY Load Combination Maximum Bending Stress Ratio = 0.644: 1 Maximum Shear Stress Ratio = .221: 1 (,,�Vl Section used for this span W18x35 Section used for this span8x35 9.829 0.0000 0.000 Ma: Applied .776 k -ft Va : Applied k Mn / Omega: Allowable 165.918 k -ft Vn/Omega : Allowable 106.20 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 9,086 It Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection 13.446 8.736 Max Downward Transient Deflection 0.246 in Ratio= 976>=360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0,517 in Ratio= 464 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall Maximum Deflections Load Combination Span Max.'-" Dell Location In Span Load Combination Max. '+' Defl Location in Span +D+S+H 1 0.5172 9.829 0.0000 0.000 UertlCal :ReaCtiOt1SSupport notation : Far left Is #1 Values in KIPS Load Combination Support 1 Support Overall MAXIMUM 23.496 18.786 Overall MINIMUM 6.700 5.241 +D+H 13.446 8.736 +D+L+H 13.446 8.736 +D+Lr+H 20.146 15.436 +D+S+H 23.496 18.786 +D40.750Lr+0.750L+H 18.471 13.761 +D+0.750L+0.750S+H 20.983 16.273 +D+0.60W+H 13.446 8.736 +D+0.70E+H 13.446 8.736 +D40.750Lr+0.750L+0.450W+H 18.471 13.761 +D+0.750L+0.750S+0,450W+H 20.983 16.273 +D+0.750L+0.750S+0.5250E+H 20.983 16.273 40.60D+0.60W+0.60H 8.067 5.241 +O.60D+0.70E+0.60H 8.067 5.241 D Only 13.446 8.736 Lr Only 6.700 6.700 0 Caruso Turley Scott, INC. Project Title: SimonMed Wheat Ridge 1215 W. Rio Salado Pkwy, Suite 200 Engineer: SJE Tempe, AZ 85281 Project I D: 18-1808 Phone: (480) 774-1700 Project Descr: Analysis Method : Allowable Strength Fax: (480) 774-1701 Top & Bottom Fixity Top Pinned, Bottom Fixed Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi Printed: 3 JAN 2019. 8:08AM Steel E : Elastic Bending Modulus 29,000.0 ksi File=.OLCTSEtJ-llit11808-itCAI.CUL-f1i8-1808.YJheallbdge.ecfi . .Column... +D+S Software copyright ENERCALC, INC. 19832018, Bm1d:10.18.10.31 . Description : Check Column Supporting Chiller Code References Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 0.421 Load Combinations Used : IBC 2012 0.00 ft 1.00 General Information 69.95 87.44 Steel Section Name: HSS5x5x1l8 PASS Overall Column Height 14.50 ft Analysis Method : Allowable Strength 0.798 Top & Bottom Fixity Top Pinned, Bottom Fixed Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi 69.95 X -X (width) axis: E : Elastic Bending Modulus 29,000.0 ksi PASS Unbraced Length for X -X Axis buckling =14.50 ft, K = 0.80 +D+S 0.986 Y -Y (depth) axis: Un Length for Y Axis buckling =14.50 ft, K = 1.0 0.00 ft 1.00 raced -Y Applled Loads.: 87.44 Service loads entered. Load Factors will be applied for calculations. AXIAL LOADS ... 0.00 ft +D+0.750Lr Existing Roof Load: Axial Load at 14.50 ft, D =12.060, LR =13.40, S = 20.10 k 0.00 ft Chiller: Axial Load at 14.50 ft, D = 2.910 k 1.00 69.95 .DESIGN SUMMARY 0.000 PASS Bending & Shear Check Results +D+0.750S 0.845 PASS Max. Axial+Bending Stress Ratio = 0.9862 :1 Maximum Load Reactions.. Load Combination +D+S Top along X -X 0.0 k Location of max.above base 0.0 ft Bottom along X -X 0.0 k At maximum location values are ... 0.253 Top along Y -Y 0.0 k Pa : Axial 35.070 k Bottom along Y -Y 0.0 k Pn 1 Omega: Allowable 35.562 k 0.000 Ma -x: Applied 0.0 k4t Maximum Load Deflections ... Mn -xi Omega: Allowable 7.607 k -ft Along Y -Y 0.0 in at 0.0 ft above base for load combination : Ma -y; Applied 0.0 k -ft Axial Reaction Mn -yl Omega: Allowable 7.607 k -ft Along X -X 0.0 in at 0.011 above base Reaction Mx - End Moments k -ft My - End Moments for load combination: PASS Maximum Shear Stress Ratio = 0.0 : 1 Load Combination Location of max.above base 0.0 ft At maximum location values are ... Va : Applied 0.0 k Vn l Omega: Allowable 0.0 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location D Only 0.421 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft +D+Lr 0.798 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft +D+S 0.986 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft +D+0.750Lr 0.704 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft +D+0.750S 0.845 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft +0.60D 0.253 PASS 0.00 ft 1.00 1.00 69.95 87.44 0.000 PASS 0.00 ft :Maximum Reactions Note: only non -zero reactions are listed. Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top D Only 14.970 +D+Lr 28.370 -+D+S 35.070 +D+0.750Lr 25.020 +D+0.750S 30.045 +0.60D 8.982 Lr Only 13.400 S Only 20.100 A7TACH74-r u T.s Mechanical Unit Overturning ASCE7-2010 t— JGIJTrsr uv i'T Unit info: y Weight=' 351 lbs X 1.2= 421 lbs. Length 3 in Width= 18 in Height= 36 in II Curb height 14 in I I Seismic: Per ASCE 7 Chapter 13 Sds- -9.97.8 CJ 064 ap= 2.5 Ip= 1 Rp= 6 z/h= 1 (conservative) I Fp= (,4*ap*Sds"W) * (1-r2*z/h) = 0.039 W <- Governs Rp/lp Fp maxim 1.6*Sds*lp*W = 0.1248 W Fp min= .3*Sds*Ip*W 0,0234 W Fp= 16 ib @ 32 in Mot (base)= 526 Ibs *,7= 368.0 "lbs Motto curb) x.7= Mr= Wtx1.2* width/2= 3790.8 'Ibs *.6= 2274 "Ibs Tr base= -106 Ibs Tr to curb" Sliding: V= 16 lbs Wfnd: 140 mph 3- sec gust wind speed Risk Category 11 Exposure C Af- 18 fit"2 Av= 7 ft"2 h/d= 0.94 Af<.1 Bh therefore GCr (h)= 3.1 Kz= 0.90 qz= .00256 Kz Kzt Kd V^2 Fh= gh(GCr) Af X,6= Fv= gv(GCr) Av X ,6= Mot (base)= 44104 "Ibs Mr Wt* width/2= Tr= 2345 Ibs Sliding: V= 1314 Ibs 207 Ibs -115 Ibs 25710 Ibs 1323 Ibs GCr.(v)= 1.5 Kzt= 1.0 Kd= 0.85 38.4 psf ASCE-7 eqn. 30.31 1314 lbs ASCE-7 eqn, 29.52 229 Ibs ASC& -7 eqn 29.5-3 Mot(to curb) _ 3159.'Ibs *.6= 1895 "Ibs Tr to curb= 207 Ibs -115 Ibs 25710 Ibs 1323 Ibs c Attachment: Unit to curb: Use = N� 6 Washer Dimension = V all/bolt (16 gage material)= Vail= 5920.2 lbs vs, OrS,�" Bolts @• 1 " DIA 987 lbs 1314 lbs OK 22 " OC (2 Min per Side) from unit t T all/screw (16 gage material)= 592 lbs N= 3 Unity: V + T Tall= 1776.06 lbs Vall+ Tall unity seismic= 0.00 unity wind= 0.97 L) G- /z (�Ot. uN/T 6vI2n Curb to Angles in roof: Shear. #12 screw spacing 1211 Nm 10 V all/screw (20 gage material)= 188 lbs Vail= 1880 lbs vs- 1314 lbs OK Tension Tmax= 2345 lbs per side Use 3 Simpson ST2122 straps each side of unit w/ 6 #10 screws top and bottom _ Vail strap 1415 X3= 4245 lbs OK Vail screws= 177 x6x3= 3186 lbs. OK Angles below: 1= 6 ft Pmax @mfd= 1172 lbs M^ 1759 'Ibs Sr= 0.98 MM3 deft, allowable= L i 240 Use L4X4X VII S= 1.03 in"3 OK 1= 3 inn4 deflection= 0,10 in = L / 687 OK Z�'�J9jJ11611 39`1D� 111189972 biAC a 111m yw iib VWWV.3t2rR.iwnr IV :&ntK= i�C MAL SPAN IS 9`1 31GN IS NSERVATIVE ("UAL WEIGHT I #; DESIGN IS NSERVATIVE 4,1 INA �' c7rW UIP,, 3rM.(GDIE.TI3 ) 3IMIGUA jV4)k. 4.2 1 i luro>sl : 3�:errl:da:ui =•F IS'� ` r d r � 3s.1 • rai.�C j l6-srfil� antE16allg' \'= F c,c•°,,o�b-aQiat 15;nillin F an t EJ6is,jA\V . l��'aird 3.34012; OAC-01K :o a : ,c, n'P'D, ,!t Iixl -6--l!rg to I Awb d fwi\a dsc n rr oicbb H r{ J C.tIC ia, 31tl,bdi) n u�xio:swlin.re 1=13Cari-01 lint 16 119;.ir3f Xfool) I Ahrrsa 91tkr:>xl IMllbrz 140 r 31• is 9l KID 0 i;i•jc 3113'aia ❑I lft)lErr-( Agbela' I ](9 bdb:fl I lGEE leaf 1tr�� 'E�.i' INZ6 rC.D.c f c7rW UIP,, 3rM.(GDIE.TI3 ) 3IMIGUA jV4)k. 4.2 4.3 IcT7[6+,�l�rr3::��tJ�11r4%ri7�7EGIGtJ3! 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IC. t,F3i LVI.H3` ararJcitiea#3bisriki��sn6AlY.x�.1�.xc�83t9tsdela c?a3�rD�t 3tslni:tigp�:r( IVl1�n I>♦; �Iri JJT 3fud-I ?I Alm Irric. ;quern: Il)ki 1>t%4(: -r(' ODA iHIM II�k-irq"7r( •i}i(i )>�talic� I�9Sr /b'el�� ;gcrTr :DO(.)0d,( [ibOE 'Mcira: 1"P. ).W MU( I `dI-mdmi -Ir¢Bi9 a rwbici f a;oidrg p= ' . G lin ;1 e 1fhe399L 7Cf.� 43ic•s abibimdi Iirt�nsnlrrs dhirn n�:tJinaimrntria ! 0 R CA 9ITDI ,Dfr3 ) 0 r1tlFAON 41C.: Iww'Ohatti(t.oxa I City of Wheat Ridge -r Commercial Sign PERMIT - 201902069 PERMIT NO: 201902069 ISSUED: 10/17/2019 JOB ADDRESS: 3840 Wadsworth Blvd EXPIRES: 10/16/2020 JOB DESCRIPTION: Commercial sign installing 1 set of illuminated pan channel;letters on raceways and installing new acrylic panel on existing ground sign. Tenant: SimonMed Imaging *** CONTACTS *** OWNER (303)796-8288 DPC COMPANIES SUB (815)592-1138 STEVEN FEHRENBACHER 190281 WESTERN SLOPE SIGNS & SRV *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 217.03 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Sign 2 is not permitted. Not an eligible facade for a wall sign. Signs on the south, north, or west sides of building are okay. City of Wheat Ridge Commercial Sign PERMIT - 201902069 PERMIT NO: 201902069 ISSUED: 10/17/2019 JOB ADDRESS: 3840 Wadsworth Blvd EXPIRES: 10/16/2020 JOB DESCRIPTION: Commercial sign installing 1 set of illuminated pan channel;letters on raceways and installing new acrylic panel on existing ground sign. Tenant: SimonMed Imaging I, by my signature, do hereby attest that t work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all appy le municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of t e property a m authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further est that I egally authorized to include al I entities named within this document as parties to the work to be performed and th work to erfOrin d is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER o CONTRACTOR (circle one) Date I. This permit was issued Based on the infoprration. provided in the permit application and accompanying plans and specifications and is subject to the compliance ocuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalppermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of I nermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable/0-4 or any ordi Ice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY I City of Date: W heate/ COMMUNITY DEVELOPMENT Add to Permit # Building & Inspection Services Division` 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(@ci.wheatridge.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** rIvNUILy vwnCr =man: Mailing Address: (if different than property address) Address: City, State, Zip: i Contact Person: Phone: Contractor: Contractors City License #: I � ojzll V Contractor E-mail Addri A Phone: ° (-Om Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps 3WI40 Btu's �iND�rc,S Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION? Building Division Valuation: $ City of Wheat Ridge Commercial Sign PERMIT - 201902069 PERMIT NO: 201902069 ISSUED: 10/17/2019 JOB ADDRESS: 7615 W 38th Ave Suite B-115 EXPIRES: 10/16/2020 JOB DESCRIPTION: Commercial sign installing 1 set of illuminated pan channel;letters on raceways and installing new acrylic panel on existing ground sign. Tenant: SimonMed Imaging *** CONTACTS *** OWNER (303)796-8288 DPC COMPANIES SUB (815)592-1138 STEVEN FEHRENBACHER 190281 WESTERN SLOPE SIGNS & SRV *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 217.03 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Sign 2 is not permitted. Not an eligible facade for a wall sign. Signs on the south, north, or west sides of building are okay. City of Wheat Ridge Commercial Sign PERMIT - 201902069 PERMIT NO: 201902069 ISSUED: 10/17/2019 JOB ADDRESS: 7615 W 38th Ave Suite B-115 EXPIRES: 10/16/2020 JOB DESCRIPTION: Commercial sign installing 1 set of illuminated pan channel;letters on raceways and installing new acrylic panel on existing ground sign. Tenant: SimonMed Imaging I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispennrt. I further attest that I am legally authorized to include at entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 1 This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall n t e construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any or ce or regula of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �,Wh6atl dge CommuNlTy DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # Ian �Lw� � � P Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** { b /P. Property Address: i.c�� o �� ,�► ue, 3 - Property Owner (please Property Owner Email: Phone: Tenant (Commercial Projects Only) 61^ Com. R Property Owner Mailing Address: (if different than property address) Address: L.y n +tyl K' m City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor Name.- City ame:City of Wheat Ridge License #: (�Q ra D I Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): _F;'Vct4 CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # 0 KCOMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF Amps Sf C('x�tWC, r C4cl Z N -X A 'fie BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CTRACTO or UTHORIZ REPRESENTATIVE) of (OWNER) (CONTRACTOR) i Signature (first and last name): DATE: Printed Name: ZONING COMMMENTS: ct ` C. Reviewer: 2T kV BUILDING DEPARTMENT COMM NTS: Reviewer: lois (q. PUBLIC WORKS COMMENTS: Reviewer: • OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: r�\ b Building Division Valuation: "V� Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. s: �s Contractor: y� 7 I S A e_ .� h15 You are allowed 1 freestanding ng sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula.- If ormula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. C. Na Lt, Lt4:, If the building is 1,501 — 5,000 square feet in size, complete the following: - 1,501 = _ 50 = + 35 = Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = - 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = _ 1,000 = 1 + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. F]Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within % mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. A41 City Of "Wheat idc 9COMMAUNrrY DEVELOPMENT Sign Permit Submittals On May 1, 2018 the City of Wheat Ridge City Council voted to approve an update to the City's sign code in order to be complaint with a 2015 U.S. Supreme Court ruling. As a result of this update, the building permit submittal process has been updated. Please read this carefully as incomplete submittals will not be accepted. The following items must be submitted to the Permit Technician for a sign permit application to be accepted for review: • A completed building permit application (front and back) • Two sets of drawings on a minimum paper size of 11"x 17" . A site plan drawn to scale For wall signs -- the site plan must show the entire building (with wall length dimensions), location of street, location of any existing signage and location of proposed signage • For freestanding signs -- the site plan must show the location of the building, the size of the building, location of any existing freestanding signs and location of proposed freestanding sign (with distance to property lines and sight distance triangles) A size calculation sheet (see attached) • A detail sheet which shows: The height of the proposed sign (freestanding), Sign dimensions Electrical information • For freestanding signs -- Height of proposed sign and footer information • Proof of ownership or lease. Additionally, to avoid delays in the processing of a sign permit application, please ensure that the business applying for the sign has an active business license. If you have questions, call the Community Development Department at 303-235-2846 and ask to speak to the Planner of the Day. Rev. 07/23/2018 Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: Contractor: ljet`�� You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. t Reviewed for Zoning Cornpfianc,� }_,y the 1.4 1, Wall 1 allowable signage- s square feet City of Wheat Ridge Planning Givi;;�n Wall 2 allowable signage- lig. square feet APPROVEDd coal �iol/(S Wall 3 allowable signage- square feet Site Plan /9City of VV }�(''�-tt ]� l� COmMoNl f 1 l It Yr In 1'p,lt nn J,ce Rev Pliance ner Date n-h, Theissuance o p/ Pernrtt OropprovoJuIOA&nsspeciffpptyshott not be o prrmKfor, or on applovvl 'r any wolabon to ns Of Me buNdin;t code or of orr City ora,,k,MPperMob ouhorlrytoviaoyntlthexav stops of tilt tttWft Lrono s of the City shWU not be vand COMMENTS; Z avid Vhv M (0,5 6 - 20I9bZD�o9 Loi`- bQtt Oty of VA" RldW PIM be a QATE: I PARCEL NO. 39-23300027 i OWNER, BURG SOSNOWSKA OWNER: VAN E. CARVER REC. NO. FITB0527 i / REC. NO. 296WS76 DATED 201977 i UNPLATTED /SOO'05'43'W UNPLATTED l N89°5T09'E 100.00°tM8P) 00' -1 ism nlR.n.rFucurs tine METAL SHED j " USPDJAC YARD B ED BY ENT PROPE- L N69°5TO9'E 4 LSl _ ,+i J TRASH WOOD FENCEASPHALT i3 O m z ENCL _ _CHAINU_NK FENCE `_ B __I -- 0. _I ---- Z p Npo a� m INLI T l Y r r 01 6 124' {� 29.5 3 � e INLET V n y I s f� aj LU V ax b a 0(. 8 47 (� ' (�., PARCEL W. 39-2334)om= OWNER: ROGER P LOECHER INVESTMENTS INTERNATIONAL REG NO. F07TW55 UNPLATTED SEE SHEET 3 1 I W O f7 Z N PARCEL NO. 39-273-00.038 u ti WOOD OWNER: 302 POPLAR LLC REC. NO. F1606M i UNPLATTEO WOODrENCE CORNER -4.7 K OF PROPERTY UNE ASPHALT WOOD F1 rrr 8 MIUTY FASEME77T REC NO_8NXN1&•, _ _ - .. _EREM ER FHE&9FM-S._.. :...EEL 165.3' 28.1' W �s 43.4' S 164.,r COLUMN (TYP) OVERHANG 6_1 `i A FOUND NO.5 REBAR ASPHALT � A ❑INLET ASPHALT Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. ONE L . SET NO.5 REBAR AND 1.25' BLOCK b --,.- --BUILDING CORNER .• OSW. OF PROPERTY LINE LOCATION TO '.--CONCRETE PAN NAIL S BRASS WASHER PLS 37929 PARCEL NO. 39433.00.W1 m '• OWNER: CSD INVESTMENTS LCC f ' REC. NO.2WT13g807 LINES- ry�sp Per = UNPLATTED F M ` i D aNL \ E 0 a i OVERHANG i REC. NO. 2010011914 i UNP TIED E. SIDE 0.YiCREiE GARAGE CORNER 2D.9 •0,2' N. D PROPERTY LMp2AF'HiC SCALES 7' _ 30' - - - - - - - - - e TOP BACK OF CURB I . D.S S. OF PROPERTY ( ASPHALT LINE i ie A '113S. OF PROPERTY LINE . SET NO.5 REBAR AND 1.25' 231GN LOCATION TO d LIGHT POLE NAIL S BRASS WASHER PLS 37929 GARAGE CORNER o MONUMENT FOUND AS NOTED R.O.W. RIGHT OF WAY �-1 PROFESSIONAL LAND SURVEYOR I CONCRETE V ® .O.T E '02"' 02N. ASPHALT OF PRRD ETE CU r D = LINES- ry�sp Per 3 B , F M BUILDINGHEIGHTO ', gj U < 7 CONCRETE CURB mu � �\\ D aNL \ C ; m M § Z" 0 a O )) A REC. NO. 2010011914 i UNP TIED E. SIDE 0.YiCREiE PLASTIC CAP EM ELECTRIC METER E ELECTRIC VAULT FOUND I.S'YELLOW e ( ASPHALT PIASTIC CAP ASPHALT O1 x x PLS 9010 7 q TRASH 116. I 'x } c COLUMN (TYP) 43.4' 179.6 U I� W 47615 W. 38TH AVENUE2.0 t STORY STUCCO BUILDINGT�14'3 0' V 119,735 SQUAREFEET. HEIGHT = 183.7' B r LOCATION TO DETERMRE NI" n j BUILDING HEIGHT 2 589=5513'W 140.30 I \euaaea ONE STORY BRICK CORNER- +�' oc BUILDING PROPERTY iWE COCD RWNERERID • E OF PROPERTY uNs PARCEL NO. 39-23340446 I OWNER 3815 WADSWORTH LLC IEC. NO. M791SU UNPLATTED END COtK3rETE I WAIL -- -- -- ---- I J I I i i ( i I I i I N_ CO i o a I:i =z i >_ > UJ3a 001- Im ED I� FF CO O F Q F i 00� IN W 0 0 ly U O W iw 87.r 87.7 I I i i i sicn } ( i 195.30'OASP) 1 - SIM CORNER SEC. 23 FOUNDFOUND 3 CAP IN RANGE SOX LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF JEFFERSON, STATE OF COLORADO. DESCRIBED AS FOLLOWS: LOT 1, BLOCK 1, THE WILMORE CENTER, COUNTY OF JEFFERSON, STATE OF COLORADO, THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FORECLOSURE GUARANTEE ORDER NUMBER NCS -530714-0O3 EFFECTIVE DATE FEBRUARY 22, 2012. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN ZODIAC TITLE SERVICES LLC DATE DOWN LETTER ORDER NUMBER 100562, DATED OCTOBER 28, 2011. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN CHICAGO TITLE AN INSURCE COMPANY POLICY NUMBER 72107-2369546, RAVING. AN EFFECTIVE DATE OF `.. APRIL 6. 2005. , LEGEND . SET NO.5 REBAR AND 1.25' 231GN LOCATION TO d LIGHT POLE NAIL S BRASS WASHER PLS 37929 CONC. CONCRETE o MONUMENT FOUND AS NOTED R.O.W. RIGHT OF WAY �-1 PROFESSIONAL LAND SURVEYOR I CONCRETE y3 DETE r D = PARCEL NO. 3&23300047 ry�sp Per FOUND1.5' YELLOW PLASTIC CAP PLS 9010 F M BUILDINGHEIGHTO ', gj U < 7 CONCRETE CURB mu � �\\ OWNER SO HOLDINGS LLC i (M) AS MEASURED (P) PER PLAT OF -THE WB.MORE C ; m M § Z" i,i a O )) A REC. NO. 2010011914 i UNP TIED E. SIDE 0.YiCREiE PLASTIC CAP EM ELECTRIC METER E ELECTRIC VAULT _ WM WATER METER ( ASPHALT P"=�Ytseviewed for Zoning Corry 4 i ACCESS ®.. TRASH 116. City Of Wheat Ridge Piannin�} COMMUNITY T�8AC1(OF CUAB I 104.5 TOP BACK OF - 30.T _ 64.8 0 _ OVERHANG .. CONCRETE CURS 8LL •2.O W.OFE PRC V Lf�/ ✓iA I I i i ( i I I i I N_ CO i o a I:i =z i >_ > UJ3a 001- Im ED I� FF CO O F Q F i 00� IN W 0 0 ly U O W iw 87.r 87.7 I I i i i sicn } ( i 195.30'OASP) 1 - SIM CORNER SEC. 23 FOUNDFOUND 3 CAP IN RANGE SOX LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF JEFFERSON, STATE OF COLORADO. DESCRIBED AS FOLLOWS: LOT 1, BLOCK 1, THE WILMORE CENTER, COUNTY OF JEFFERSON, STATE OF COLORADO, THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FORECLOSURE GUARANTEE ORDER NUMBER NCS -530714-0O3 EFFECTIVE DATE FEBRUARY 22, 2012. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN ZODIAC TITLE SERVICES LLC DATE DOWN LETTER ORDER NUMBER 100562, DATED OCTOBER 28, 2011. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN CHICAGO TITLE AN INSURCE COMPANY POLICY NUMBER 72107-2369546, RAVING. AN EFFECTIVE DATE OF `.. APRIL 6. 2005. , LEGEND . SET NO.5 REBAR AND 1.25' 231GN YELLOW PLASTIC CAP OR d LIGHT POLE NAIL S BRASS WASHER PLS 37929 CONC. CONCRETE o MONUMENT FOUND AS NOTED R.O.W. RIGHT OF WAY �-1 PROFESSIONAL LAND SURVEYOR I CONCRETE �I HANDICAP PARKING nam m q 4a a O x 1/r l i 54.1• C HEIGFI ;- 3' U ,7 8 r~iG-['f'r EASEMENT d� Il FOUND1.5' YELLOW PLASTIC CAP PLS 9010 IRRIGATION 0 EQUIPMENT FOUND 1.5' YELLOW 1 V X 1' SIGN c HEIG 1T-Sa B BOLLARD BY: r (M) AS MEASURED (P) PER PLAT OF -THE WB.MORE C ; m M § Z" i,i .y POWER POLE ASPHALT RFC NO 866rAidvS E8 ELECTRIC BOX PLASTIC CAP EM ELECTRIC METER E ELECTRIC VAULT CT CABLE NBox WM WATER METER Z� �- GW ANCHOR i ACCESS ®.. PLS 9010 � W hear jgEe COMMUNITY T�8AC1(OF CUAB m3 O ;QY Agga _ _ - - - - m 1$ c3 z31� S89'S6'73'iN..�--%e _ _ •1 gp . i�Noo•os43•E CRETE CURS WEST 38TH AVENUE (R.O.W. VARIES) (ASPHALT PAVED/PUBLIC) ! 6 x 26 UTiLrTY s UTI, Ii ec.SFMENI ._. REC 86C I55 �' 1020547E COM 3z.9oTTE) M E fJTS; I S89'S9'13- 1972.33yM8P. 3290'(TIE) -(M6P) FL -FL S89_56Y3. BOX ui1nYE,ASFMENI REC NO 91025423 NO (f,16P) ' - - - - - FL+1 S89°5513"1 - - - - - - - - - - - S. LINE SWIA SEC. 23, T.3S., R.69W., 6TH P.M. (BASIS OF BEAMNGS) - --462.15'(M8P) - - - 262asa:WAA). 55.2 LOCATION OF WILMORE SIGNAGE I I i i ( i I I i I N_ CO i o a I:i =z i >_ > UJ3a 001- Im ED I� FF CO O F Q F i 00� IN W 0 0 ly U O W iw 87.r 87.7 I I i i i sicn } ( i 195.30'OASP) 1 - SIM CORNER SEC. 23 FOUNDFOUND 3 CAP IN RANGE SOX LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF JEFFERSON, STATE OF COLORADO. DESCRIBED AS FOLLOWS: LOT 1, BLOCK 1, THE WILMORE CENTER, COUNTY OF JEFFERSON, STATE OF COLORADO, THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FORECLOSURE GUARANTEE ORDER NUMBER NCS -530714-0O3 EFFECTIVE DATE FEBRUARY 22, 2012. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN ZODIAC TITLE SERVICES LLC DATE DOWN LETTER ORDER NUMBER 100562, DATED OCTOBER 28, 2011. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN CHICAGO TITLE AN INSURCE COMPANY POLICY NUMBER 72107-2369546, RAVING. AN EFFECTIVE DATE OF `.. APRIL 6. 2005. , LEGEND . SET NO.5 REBAR AND 1.25' GM. GAS METER YELLOW PLASTIC CAP OR d LIGHT POLE NAIL S BRASS WASHER PLS 37929 CONC. CONCRETE o MONUMENT FOUND AS NOTED R.O.W. RIGHT OF WAY �-1 PROFESSIONAL LAND SURVEYOR I CONCRETE �I HANDICAP PARKING REG REC NO, RECEPTION NUMBER SO. FT. SQUARE FEET ® WATER MANHOLE 0 TELEPHONE MANHOLE V FIRE HYDRANT ENCL ENCLOSURE SIGN ❑T TELEPHONE B BOLLARD M SANITARY SEWERWEER MANHOLE (M) AS MEASURED (P) PER PLAT OF -THE WB.MORE V C VAULT CENTER- FLOWIETo FL FI.PI FLOW LINE 70 FLOW LINE Ta TELEPHONE PEDESTAL TB TELEPHONE 80X .y POWER POLE ER TR TRAFFIC E8 ELECTRIC BOX CONT TFT TRAFFIC CONTROL BOX EM ELECTRIC METER E ELECTRIC VAULT CT CABLE NBox WM WATER METER TYP. TYPIC1tL �- GW ANCHOR • City of W hear jgEe COMMUNITY DEVELOPAIF.N i J APPROVED OW of me Pmvisio- of the bmlding root or cf ow AL'➢iAlt�+tk@61� �IfSditaXd}Yhe , coda or 0ft#fl*VqkW4N* oty shelf not be va To: U.S. Bank Nall -I Assn 14m. an Trustee, as sunassar b Ir4eeasl to B.M at Amedw, NaOonai Asudation. m saccesaor by merger W Law% Bank Na6onel Associedon far cite regW9 d hoidens of LB -UBS Commerdai Mortgage Trlrsl 2005-C3, Commercial Mw9ne Pan9-ThroUgn Cwtill.tes. Seven 200SC3 This is to certify that this map or plat and the survey on which it is based were made In accordance 0,141 h the 2011 Minimum Standard Detafl Requirements for ALTAIACaM Land Title Surveys, jointly established and adopted by ALTA and NSPS. and Includes Items 1, 2, 3, 4, 6(b), 7(a), 7(6x1), 7(c), 8, 9, 11(a), 19, 14 16, 17 and 18 of Table A thereof. The fleld work was completed on Aril 23, 2012. ,�P�w2fC7SM„ o 3 .' R Gy FP � � 6312 Date of Plat os Map: April 23, 2012 Richard B. Gab',j L , Colorado P.L.& X'37929 COORDINATED BY }eft OLD REPUBLIC ', Oat}{taaresseoa.sAa:saeallaarm - 17330 Preston Road, Suite 150A Dallas, Texas 75252 P:(469) 737-7000 F:(459) 737-7070 L RL%�iA COPYRIGHIUZOII, ULD REPUBLIC SITE MANAGEMENT SERVICES. ALL RIGHT RESERVED. Name:t SimonMed - Wheat Rid a CONTACT= Ttif SCALE(S): ELEVATION: ARTWORK DATE: 6-19-19 3/8„ _ 1 9 _ 091 APPROVAL SIGNATURE: DATE OF APPROVAL: .This sign design is the property of The Sign Company of Arizona, LLC and any portions or design elements may not be reproduced without prior written consent! picture not to scale C(::>MPflnTRlZ0n1 3534 N. 42nd Ave Phoenix, AZ 85019 ROC#CR276279 APP'R0VTb "JI 141'afs East Elevation Storefront: 65' 25" 20'-0" BY: Z DATE: )0)1`7//9 COMMENTS: tbIp iv wl e'imw my 5tlr�t� vtof / t7f e� PAN -CHANNEL WITH L.E.D. LIGHTING ON RACEWAY - CROSS SECTION: U.L. LISTED BALKB INUM 6 SIB %5 LAGS♦- TRIM -CAP EIISTING -BO[ LIGHTS J CONDUIT LOW _LT.SE LDCATION BOOT LOW VOLTAGE POWERCONTROL 44.118 PLEK FACE PAINTED Y RETURNS UM THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE NM OF THE 4011 NATIONAL ELECTRICAL CO ANDIOR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. Spec: - illuminated pan channel letters on raceway - 5" returns painted dark bronze - 3/4" bronze trimcap - internal white LED lighting - white acrylic letter faces w/digital print on logo with UV protection - aluminum construction - flush mount to wall - raceway color to match pms 7596 South Elevation Storefront: 65' de 20'-0" on r — — n-, t� 7 r 1 �� -� �ImTZ � CC:)MPfl11TR1Z0nffOf 3534 N. 42nd Ave Phoenix, AZ 85019 ROC#CR276279 480-525-2041 PAN -CHANNEL WITH L.E.D. LIGHTING ON RACEWAY - CROSS SECTION: U.L. LISTED Ixuu ON s. Sia TS Lwcs ,.. va TRIM CAP EXISTING EXIST J CONDUI1iI ; L.E.D. LIGHTS "I VOLTAGE FEWER CONTROL 118' PLEX FACE PAINTED DISCONNECT SWITCH THIS SIGN 15 INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REO UIREMENTS OF ARTICLE fi00 OF THE 2011 NATIONAL ELECTRICAL CO ANDIOR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN Spec: - illuminated pan channel letters on raceway - 5" returns painted dark bronze - 3/4" bronze trimcap - internal white LED lighting - white acrylic letter faces w/digital print on logo with UV protection - aluminum construction - flush mount to wall - raceway color to match pms 7k96 Y �as ` E o� v � C ._LIJ o 1 T CL l CL u m o I Name t SimonMed - Wheat Rid a coNTACT: T11f SCALE(S): ELEVATION: ARTWORK DATE: 6-19-19 3/899=1 9 _ 099 APPROVAL SIGNATURE: DATE OF APPROVAL: �ments may not be reproduced without prior written consent! C(C)MPflnTRO1z00fl 3534 N. 42nd Ave Phoenix, AZ 85019 ROC#CR276279 480-525-204'1 r SimonMed Imaging Mfg and install - 2 white lexan sign panels with vinyl copy in existing monument sign Reviewed for Zoning Con;p!iancn icy the City of Wheat Ridge Planning Giyision APPROVED BY:— DATE: X012 I l� COMMENTS: i CITY OF WHEAT RIDGE 1 - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: .o Eft,,,_ I Job Address: 14U�t Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No`_—,) When corrections have been made, schedule for re -inspection online at: h Up ✓/www. ci. whea tridge. co. uslins peq do Date: Inspector:AV , DO NOT REIDfOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: o E M R Job Address: _1?Y0 WwdS v My Permit Number: �Do l C1 D M Y�YU�Cc�ly✓t 4yr Vtti,cit- -ivtnf�, C -rar ❑ No one available for inspection: Time AM/PM Re -Inspection required: AD No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Iv — 15 -1 ` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 310 �)l'e4vr .°l i Me t{ r Job Address: 700 1n`ad.Syuo rfln MV Permit Number: D01101-7i3O lfca 5e -fa v ui^ s 3 75-0 A— 382o 110 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (cN When corrections have been made, call for re -inspection at 303-234x5933 Date: 0- �-17 Inspector: DO NOT REMOVE THIS NOTICE *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,596.58 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe t. I further attest th zgally authorized to include all entities na ed within this document as parties to the work to be per ed rid that7"' tobt e perform is disclosed in this d72N 'nt and/ its' accompanying approved plans and specifications. l� ,-� lei Siknatur of OXVNER r CONTRACTOW (Circle one) ` Date i I 1. This erm' was i ued based on the info ation provided in the permit application and accompanying plans and specifications and is subje the co pliance with those tldcuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit sha expire 365 day�fter the date of issuance regardless of activity. Requests for extension must be made in writing and received prior t e date - iration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be su sect to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Commercial Electric PERMIT - 201901760 a PERMIT NO: 201901760 ISSUED: 09/13/2019 JOB ADDRESS: 3840 Wadsworth Blvd EXPIRES: 09/12/2020 JOB DESCRIPTION: Commercial electrical service change out. Service from 208/120 to 480/277 three phase. *** CONTACTS *** OWNER (801)415-4359 EDISON PHILLIP SUB (303)829-9391 DANEIL BARTH 190236 BARTH CONSTRUCTION SUB (720)470-1402 JOSHUA SODERBERG 190273 LOCAL ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,596.58 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe t. I further attest th zgally authorized to include all entities na ed within this document as parties to the work to be per ed rid that7"' tobt e perform is disclosed in this d72N 'nt and/ its' accompanying approved plans and specifications. l� ,-� lei Siknatur of OXVNER r CONTRACTOW (Circle one) ` Date i I 1. This erm' was i ued based on the info ation provided in the permit application and accompanying plans and specifications and is subje the co pliance with those tldcuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit sha expire 365 day�fter the date of issuance regardless of activity. Requests for extension must be made in writing and received prior t e date - iration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be su sect to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3y4swwAy Permit #: 26h 017(,96 General Contractor:A- \, Electrical Sub -Contractor Company Name: Ll�� llste.(p Phone #:�i� State License Master #: Co 011 1�7 se #• SignatVre of Au (required field) III r% t Agent Date Plumbing SVb-Cofitractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat Ridge Commercial Electric PERMIT - 201901760 PERMIT NO: 201901760 ISSUED: 09/13/2019 JOB ADDRESS: 3840 Wadsworth Blvd EXPIRES: 09/12/2020 JOB DESCRIPTION: Commercial electrical service change out. Service from 208/120 to 480/277 three phase. *** CONTACTS *** OWNER (801)415-4359 EDISON PHILLIP SUB (303)829-9391 DANEIL BARTH 190236 BARTH CONSTRUCTION SUB (303)829-9391 DANEIL BARTH 190236 BARTH CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,596.58 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include ali entities named within this document as parties to the work to be performe`� and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or) CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying )pTans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance o%rlrtting of a pe shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable co opdny Qrdinanc regulation of this jurisdiction. Approval of work is subject to field inspection. A�ev Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatjd COMMUNITY DEVELOPMENT ge Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(c�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3%t�6 Property Owner (please print): I�41-1/4S ce;( r ,g m Phone: 3S0 1411 !7Y..�$ j 1 Property Owner Email: Tenant Name (Commercial Projects Only) VaC a vU r Property Owner Mailing Address: (if different than property address) Address: 2 2�� i v1 1230 City, State, Zip: 5cd f L L e �� t �g wo i Arch itect/Engineer: OLE: Architect/Engineer E-mail: Phone: Contractor Name: (3a Jl-"� 60'.'V City of Wheat Ridge License M Phone• 3 03 - S 2`? 92c(, Contractor E-mail Address: 'b&k) C ID C C cc) lot -ac b , ✓y'f For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 0 v1 t< 'YA 44." Phone: 3o 3 - CONTACT EMAIL(please print):/./Rvt. L �=(.. I�U lotiq_e"llb, G6,417� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable.. XCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new rcondition, appliance size and efficiency, type and amount of materials to be used, etc. t C:Lt,! 5e f- kJ j C -P C %1,Cy, V C j leCC J. avis/ao 3p4i5,, +0 gtOV/,� -72 39� Sq. FULF N /A- BTUs N 1,4 Gallons I A Amps o -O Squares :� For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �P o OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information prov' a lication. CIRCLE ONE: (OWNER)CONTR C R) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �— DATE: 516 f' l Printed Name: ]DGZ L`I 1, ) rr BA f f", ZONING COMMMENTS: Reviewer: BUILD EPARTMENT COMME Revie er: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Dina Kemp From: Daniel Barth <dan@bcicolorado.com> Sent: Wednesday, August 21, 2019 11:15 AM To: CommDev Contractors Subject: Fw: Permit application accepted - West Metro Fire Protection District 3840 Wadsworth Blvd - New electrical service Dan Barth Project Manager Barth Construction, Inc. 25587 Conifer Rd. #105 Conifer, CO 80433 PH: 303.829.9391 (Cell) EMAIL: dania,bcicoloradoxom This email message and any attachments are intended for the addressee only. This communication may contain confidential and/or privileged information which may be legally protected from disclosure. Immediately notify the sender and delete this message and any attachments if you are not the intended recipient. You are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. From: NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> Sent: Friday, August 9, 2019 7:52 AM To: Daniel Barth <dan@bcicolorado.com> Subject: Permit application accepted - West Metro Fire Protection District Your permit request for UNOCCUPIED at 3840 Wadsworth Boulevard Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190809003 Description: New electrical service. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 4 - 5 weeks. You can now see where your review is at in our review queue, here is a link to that webpage: http://www.westmetrofire.org/1013/Plan-Review-Status . If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. ANI 110 ON 0 c� 41 did O d^^ p � i✓ U1 Pw1 r -i Q w r -q 0 N 4J �4 0+ I .0 00 tl C) 0 41 !�p+a 00 � r#„.�,, QF it,'# CN 5i li Z,C„P �j 0 � m i rf $dam N X 45 0 q � q p kit p. CS u as 41 AJ 14 0 b n a d q 101, QEll I t Date: City cat„ heat Cwt s MUNt'ry DEVELOPMENT Plan1Pe it# " Building & Inspection Services Division 7500 W. 29th Ave.; Wheat Ridge, CO81833 Pian Review Office: 393-235-2855 * ex: 393«-237-8929 Inspection Line: 303-234-5933 mail:erinits ci.wheatr e.co.us Building Permit Application PlawwA& r-Amnlafa ill ia1Ah1 * r! sax �ft& ^rm Ih^+h aitt` . rm +h1a frrmimarxramm rsl l mmilr rt$rrrmam matt rmrmt hA rm Property r4rdlres. 6ACA4irA Property Owner (please print): Phoma: i 13 3 Property Owner s 1. i� "Tt" Mailing Address: (if different than property address) Address: ( � YukoeN Ist Cit , State, i ` e z' Architect/Engineer Err all. P1hone. ' � 2'2 2 Contractor: Contractors City License . Phone.-_� Contractor E-mail Address: Fri4' Sub Contra to .' Electrical: Plumbing: Mechanical: W.R. City License # KR, City License # W.Rt City License Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form ® Y + M � .MMM K M •4 M* M My M i �, M M y d M M •� +MM M ,� M aM a mount of materials to be used, etc. Sq. FULF Stu's Gallon Amps squares Other f F 0 ~ 0 O o ~ d m m o y ~ I a n \ - ~ ~ Z Z O _ o o ~ ~ m m o „ am 0- 0Q Cm a m 3 < a ~ m 'o S 3 ~ 3m m ~ 00 m ~ o 0 ~ w m Q pi c a ~ mm mf ) ~ O c 0 'o m m m m E O 9 ~ x m T O r O ~ Z ~ C S O cn m opu (D ~ ~ N w (D w iERMRNUMlER 96-2691 D 0 r m o ~ m CyI D m O 0 N Z N w co 41 0 E ru a f 0 ~ cr w < d O 1 0 O m C"] ~ m 0 ~ ~ ~ ~ n h 0 ~ 0 f Z m a v 1 CD m m 3 m = ~ p p e Z ~ m m ~ m v m m m m o . ~comm (D 0 n m o m o v v`emm m=3 ~ ° ^ c m ~ - i ~ =3= ~c m a m ~O^~o m~m= w m ~ ^ a ~ m moc`~ 0 » n m m ~ n °nam ya o ~ m v a,~ o o mmg o m y ~nc N a m m y m ao mma W 9ow co 3 f a A o ^oo ~ m a m~~ a fom N m o v g o3~ o °-a S n~ <3 w ' omo < a ~ m n f ~ 0 T m ` l ~ y ~ ~ F~I ~ 0 > m n~_ O o ~ m o m y It 'm1 O ~ A O g 0 > m 0 ci ~ o z m ~ m A p'~ ~ -z ~ ~ ~ ~ rn INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE {'a03) 234-5933 INSPECTION RECORDa~::,,~.;~:,. IOBADDRESS 3840 Wadsworth Blvd. BUILDING PERMIT N0. 96-2691 Tenant-Connie's Hallmark DATEISSUED 2/29/96 ,,..1.- CONTRACrOR C-G Construction SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST TYPE OCCUPANCY west INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin Pniia Nn CnNCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work O. 1 ,0 Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED 117 Rou h Electrical 5 . 6 Rou h Plumbin d' S G AirTest Gas Pi in Rou h Heatin & Ventilation _ i ~au~rc n~uu~ vc o.y...,.. Framin F. /T/oo1( O , G Insulation Dr wa11 nailin ~ ulA~t(,514 Roofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures cltk Heatin & Ventilation Landsca e & Parkin R.O.W. & Draina e Fire De artment I►"& Uk Tw t! Job Com leted I ACCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DATE : A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: ~ & qc) W~~_~,~.~-~~;~. PURPOSE OF STRUCTURE•ra~-C.~-✓~ ~O Building Dept.Approval: Remarks Zoning Approval: Remarks ~ ~ , /!,✓Lti. ~ 2- "1 , Lj l~ J . ~r : . . . DATE: ~-a~- TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: IS , e~ ~ The property at W /dj2-~ has been signed of£ by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. r~. Thank you. PUBLIC WORKS APPROVAL jf,, C. _3 } 2 y IIL 'j!j5& („0,- Remarks: NNING AND DEVELOPMENT Building Permit Number : 6660 fION DIVISION - 235-2855 Date : 2/26198 WHEAT RIDGE T 29TH AVENUE IDGE, CO 80215 properCy c3vwner : Yupqtv q,ddress : K*or Ljcense No. : Cpmpany : 3840 Wadsworth Bivd 19018 Rusch Signs & Graphics OF UNDERSTANDING AND AGREEMENT , ~s or ulatthls ion f Me CIry of ~ Wheat Po~ ge or ConsVuction Value : $3,500.00 Permft Fee : $8$•00 Plan Review Fee : $0.00 Use Tax : $52.50 Total : rn uww ~vsw Use : ft8tnove existing signage, instali new signage per attached design BUILDING DEPARTMENT USE ONLY SIC ~ 174 sq ft allowable Zoning : C•i Sq. Ft. : ~n/8T; ~ ~;-Z32~~ ey; _ Walis : Roof : Stories : ResidenGal Units : ortw Np ; Plumbing License No : Mechanical License No : Company : Company : Expiretion Date : Expiretion Date : Approval : Approval : ` k6atWdanc1 with Ma Wovisbnn aet WM In YWur applicatlon and la eubiect ro the lewa otthe State of Cobrado aM to tlie Zaning ~p~ . u~e cro ctope m wneac Rape, cowreao «em ~ evW~e orainancee a Yia wofk aulhonied la not CommenGed wNMn ebdy (80) days hom bbua dffie af (B) the Wiltlin➢ aWa~iZed la cunpa~Wed a A7Q s. EB Wred (or a fee d aio-heM tlie am0urd notmWN reQuired, Muvidetl iw d~e~ have bea~ or wfll 6a m9tla in the hBes are matle M H wsPsoebn or aWntbnment antl 6bn a ehandonmenl has not exC~~ (1) Year. If een 4i~14 '~'«-~1MMY Maa be Peld for a~wpe~mIt all tis a dninage prodam. Mat wlll chmpe iha neturel lbw dwater aud ~upR~tlainspe aIns pN/eob•four (24) haun In atlvance tor ali~nspeciwns.nd anan recwve wrassn aavrovm on mcaecaon am narora m ~~rovimnoo, m dd lew, ~ iusb « and rep~la~~n ehell rwt he oonsbued b be a G~n for, nor en aPPb~ed M. anY vblatlon a the WuWSana ~~+ERi~' ~/ALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION i Phone : Phone : 972 3016 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 2•Z 94~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: 1-1AGZ Property Address 0,e i7* (S Phone : Contrector License No. Company USoA ;316~ ~ 6~1-4Lkh%S, Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 3 J 0 ~d r' I hereby certify that the setback distances proposed by this permit appliwtion are accurate, peffllit F@E : ~~-CXD and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or wvenants, easements or restrictions of record; that alt measurements shown, and allegalions made are aceurate; that I have read and ayree to abide by all conditions printed on this Use Tax : ~.50 application, and that I assume full responsibility for complianceyyywfth the Wheal Ridge Building Code (U.B.C.) and all other applicableqRi ordir work under this permit TOt81 :M 5D $0.00 / (OWNER)(CONTRACTOR) SIGNED ~ DATE Z -2 ~-?6 Use: /'.(v90UE ~~'i:.t/G Z, iL6-v, DescriPtion f/ 1Trtr/~Y~ ~l%~//n'✓ BUILDING DEPARTMENT USE ONLY ; 212-510I1& SIC : Sq. Ft. : S% 171 Approval : Zoning : -1 Approval: Approval: Occupancy : Walis Roof : Stories Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This peimit was issued in accordance wiM the provisions set (oM in yopur applicatlon and is su61'ect to the laws ol the SUte ol Colorado anO lo the Zoning Regulatlons antl Buildiny Code of Wheat Ritlye, Colo2do or any other appliwble orCinarkes ol the City. (2) This pemut shall axpira il (A) the woM authanzeE Is not wmmencetl wiNin sixly (80) tlays (rom issue Oate w(B) the buildinp aulhorize0 is suspended or abandoneO for a perioC of 120 days. (3) If this pemut ezpires, a new permit may be acquired fa a fee af one-hall the amount rarmally require0, DroviCed no clianges have been or will Oe ma0e in the original plans antl specifiratlons antl any susDension w abandonmant has not exceeded one (t) year. II changes are matle or if suspension or a6andonment exceeds one (1) year, PoII feea shall be paid for a new parmiL (4j No work of any manner shall Oe done that vnll change the naturel flow ol water tausing a drainage problem. (5) Contraclor shall noUy the BuilOing Inspector Iwenry-lour (24) hours in aEVance far alt inspecUOns and shall receive written approval on InspeMion card Eekre (e) The is~u#nce ol a perm ol NeroNltline coCes a Inspector and specifimliona shall nol De construed to be a pertnit for, nor an apOroval ol, arry WolaOOn M Na pmvlsions a or regulation. For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION l_ Buscn Signs and sraanics, lnc. " I6108 S. Pierson Court - Littleton, CO 80127 Phone 303-972-3018 - Fax 303972-9165 / Pager 303-510-1899 I 25 Years of Sign Industry Experience ~ ~ . ~ ~ M1 ~ 0 6 t L R N ,Alt4~yy~ L'7v'TrI,±+VGti ~ ~ O L!J ~ .a _ ~ ~ N ~ nq ~ cI ~ 0 0 J O kZ 0 ~ ~ ~k- N ~ CO E~ ~~c ? s W ~ L I ~ ~ U ~ ~ c~ ~ w ~ ~ ~ ~ ~ I ab~l ; ~i ~ ~ ~ x _ A 3 8 L "f/c` F LL V. Q LLF F u u C < a u C ~ c c N¢~ a x~ w a w X m ~ ~ U 9 7 ~U~~ 0 O Q 1 LL QZs Z • y Q U8 00 im ~ ~r '1' ~ m ~ a12 . =o w mw Fm ~ ~ ~C'N ~2 0 Z F ¢ U' 6 O Z~ y~j U a 6 ~ m 2 y W ~ 0 J ¢ w m ¢ o ws ~ ~ a - " W a ~ U 3 ~ y a t " w N ~ 6 ~ 2 p ~6 `8 v0 r/~ 1W <2 T N ~ i ~ U ~ i E ~ ~ ~ i C oi a> C L fO V Y y L ~ C G t~UO t~C C C .`r X E tC y r L n ° ~ In0 Q~ i O V U C C7 ~ A O ~ ~V U C. C w. Eym xain=a • • • • • a ~ C T 7 n ~ U ~ T ~ A ~ C 3 0 N C ` N tUd U ` L ce ~l Y E G .U E2 ~ ~ U CO C C C°1 C C Y ayi X . A G y W > L C L 'O C G L ` ~ 2 fO U 'Q l0 y N tYd U ~ ~ ~ t¢d y ~ ~ ~ ~ C T O w i6 ~ C U e0 O ~ U d= 9 = C m N y~ a~ N O U n C ~m ~maZn°a¢ • • • • • • • • C _ m 3 :2 W ° C 0 C~ - E O = y ~ ~ U^ N J n a W -o ~ Z Q a s°` = a W Z, 'L7 ~e m a =s W6 W U) ~ ~ N y CC W W o ~ LU ~ ~ o = C CD eE M ~ L` m a U C Q ~ •c 3 a o = " LL U Z ~ I-- O N ¢ U Q LL I~ to IT OF PLANNING AND DEVELOPMENT Building Permit , .,.._IN. ~UIL.bG INSPEC CITY OF 7500 WE WHEAT property Owner : ' Property Address : Gontractor License No. : Company : GiWht~RJG~'?NTEtl4CTOR srproposed .Lla~b.y thnttheaefbadcdistance anq tlp pp(~vfe~tillq applkabb ordinances, cwvo~, dp~prfents w resuidiona of etfa~;aj9 a al~,:l us~ uren~e fuNrosPo (U.B.C.} :04 o9 Mher applkable (pNN{~GOqT~FACTOR) St6NED- pescription : ~al : Zoning : APProval : Approval : (kxtipancy'. Wa Eiec~ticet License No : CtlmpanY:, Enpkation Date : APproval: ` ~~~was~eweairceuxoroan sa~aeu~q coftav (1j ~ pedNt ahell axNw H W) Ma vn pbaldpAey for a Per~od ot 130 daYE, (3) a~Pe~mis e~~id~~onsman ~j ~c~q~ w~e t~) re~r. an rea ~+ei NpWak o0 erry man~r ehell ba ~ ti0t~18N'LM ~I 8 I~9 . j IYUYnI» of a P~~~ w a ~ A(~IM~i1111QC0EeaM81y0~118f BUILDING DEPARTMENT USE ONLY ils : Roof ; Stories : Plumbing License No : Company : Expiration Date : Approval: Date : 3/24/98 Phone : 403-9154 Phone : 2341215 Residential Units : Mechanical License No : Company : Expiration Date : Approval : wkiwis aat fiM In yopur aPPIICeGOn and is wMaU~ laws ~ ths steta ot c:aoraao am w ma uw.~w ;ororeao w enr whx apqMSble oraxienoea a tha Is not COmmMCetl WNhin ahclY (80) deya trom beue date or (B) MB bUIWin9 aWq~lzed is wapMidetl or ed tor e fes M aa-heM Me emouM nonne~N ~redD~~~ ~~^9~ have been MwIN ba mBtls in the uon or ebandonmmt het irot ezceedetl one (1) Year. If ~herqes are made a If auepamion a a0e~qonmart done thM wNl cha~8a ma nawrai now w wamr mw~~ro• ~~•~pw M•••••_... pryese~UrepeeW~r ytwenty.tow (24) hours In advance for eN inapactlons a~M diall receive w~itten approvel on InsPeciim cad'befora tlfe pprova~ o/Marvin9s arM sPeaflcatbne shall rwt De conetruad to be a Pertrvt fornor an aPP~`~I ot ero/ videtlo~ of 1M P~abna ddlnar~ce, law. Nb ar regUlatfon.. . . Chief Building inspector 7H1$ PERMIT VAUD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION TION DIVISION - 235-2855 WHEAT RIDGE ST 29TH AVENUE RIDGE, CO 80215 or regulatthionaeM Me CPry ~ Whearot Ri pe or, re~rd; that all measuremeMs shown, a~ allepatbna egreo to ebide by all condkiona printed on Mis ~nibiltty for compNance with the Wheat R'~dgeBUikling Wheat Ridge ordinanwes, for work undx Mfa permrt. i :i.:.'. , . . . . . , . DATE- : SIC : Sq. Ft. : Electri6al connection for n6w'sigh"using existing electrical ciruit 3840 Wadsworth 18162 Airways Electric, inc. SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $100.00 Permit Fee : $25.00 Plan Review Pee : $0.00 Use Tax : $1.50 Total : $26.50 Use DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: LpW7ne-~5 s Property Address : 30CL`iV0 Phone : go Contractor License No. : s)-, /SIOy Company :'V, 26yay-s e5'lu - Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby ceAity that the setback distances proposed by this permR appliwtion are accurate, pefmit Fee : and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on lhis Use Tax : appliwtion, and that I assume full responsibility for compliance wRh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit TOt81 : $0.00 . (OWNER)(CONTRACTOR) SIGNED /v _ 'q DATE USB Description: vSi~ C.~~sr~- P~ec• ~-~IZ. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : pQIR! Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :/(/Oy, Plumbing License No : Mechanical License No : Company :~j/L urya.S Company : Company : O Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnit was luuad in acoordance witli the provisions set lorth in yopur applMatlon antl Is sub1'ecl to the laws ol the State of Colorado antl W the Zoning Regulatlans and BuiWi~ Cotle of Wheat Ridga, Colorado or any oNer applicable ortlinarKea of tha Ciry. (2) This permit shall ezpire d(A) lha vrork authorizetl is not commencetl wiNm sixry (60) days Irom iasue dale or (8) the buildirp aulhorizetl fs suspendeA a abantloned tar a pariotl of 720 tlays. (7) If this permit ezpres. a new pemirt may Oe acquiretl for a tee o1 one-half the artaunt normalN required, provWed no changes have been or will he made in the original plana antl speaflcadons and any suspension or abanOOnment tias not exceetle0 one (1) year. If changes are matle w i( suspensbn u aDandonment ezceeds we (1) year, tull fees shall be pad for a new pertnR. (4) No wwk of arry manner ahall Oe done ihat will fhange the nalurel flow ol water causing a drainage problem. (5) Contraclor shall notiy the BuiWing Insoetlor lwenry-tour (24) nouro In aEVance ror all inspeclions and shall receive written approval on Inspeclion taN Oefore proceediin9 ~ succeasive pheses ot the b6. (e) Tha issuance of a permit or Me aDProval o(tlrawings anC spedficatlons shall not be wnsWeOlo be a permit lar, nor an approral oC any violation of the provisbna of the 6uilOinq codea or any oUer orEinance, law, rule or re0ulabon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION P~{IRpM ~ 'y c W ADpd s r JOSON NQ : D8t0 : EEMe'T W0.00 PeO4 F+xe: a,s:oo ~ Plan ReVllsw Fen : $0.00 618e TiCC : Sr7:50 ~ , 7t~ ; $2'2.50 RtNK1;IER htEJ~ i ~ t USfc OrilY ' ' i swrift; i 4 '~1= 4 NO: . GOmpany : ~ f 11PPrwdt ~ . ~ STATE OF COLORADO DNISION OF FIRE SAFETY PLAN REGISTVLXTION FQRM ber ~ tration Num I ct (o Contractoc ReY,is ~ot P pate~ t~p~ F~✓ rr,ntractorsNan'e d ~ q r 5igua...- Cectification No _f_^C ' 02~ 7;n Code Comments ~ (fot additional com°7ents use sepaTate sheeU of Fire Safery uPon totala omn~off. ~°f form~ Cop' p ~^"'er upon comp,etion an g lstcibution: Original ~oPY g°o tiui aing o CopY {O con~actoc and ~oPY DEPARTMENT OF PLANNING AND DEVcLOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: ~,~•~,v,i~' Al Wl Property Address : 3 L4~j 1U • UJR(~ S ~ Phone : Contractor License No. :'a 1 7 3~~ Company: UAVoA -~Jv-2 Pro~ei-tio~ ~y,( Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certdy that the setback distances proposed by this pertnit application are accurete, antl do not violate applicable ordinances, rules or regulations ot the City of Wheat Ridge or wvenants, easements or restridions of rewrd: that all measurements shawn. and allegations matle are accurate; that 1 have read and agree to ahide by all conddions printetl on this application, antl that I assume full responsibitiry for compliance with the Wheat Ridge 0uilding Code (U.B.C.) and all other applieable e t Ridge o ances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED i1.1,.(.Y/'/~!~~I.C1I~`DATE3 -"-AL -n b Description : Aa4 -3 Approval : Zoning : EldiriqAN1096LS5ifl Approval: QOb1iE W~If1~11LS;! Approval : Occupency : Walls Construction Value Permit Fee : Use Tax : TOtal : BUILDING DEPARTMENT USE ONLY h~1 e,r Roof : Stories : Residential Units : Electncal License No : Plumbing License No Mechanical License No Company ComPanY ComPanY # Expiration Date : Approval : ~ Pfans Requlred Expiration Date : Approval: ~ Plans Required Expiration Date : Approval: I : Pjans,igaquicCM (1) This permit was issuetl m accortlance witn the provisions set torth In yopur appiication antl is subjM to the laws ot the State ot Colo2UO antl to the Zoning Regulabons anC Bu1lEing Cotle af Wheat RiCge, Coloratlo or any ather applicable ortlmances of the Ciry. (p) Thig permn shall expire d(A) the work authonzetl is not commencetl within sixry (60) Oays from issue tlate or (B) the bwlding authonzetl is 5uspenCetl or aDanOOnea tor a peno0 of 120 Oays. (3) I/ this pertnM1 ex0ires, a new permM1 may Ee acqwreA lor a lee of one-half the amount nortnaily reqmred, provltletl no changes nave Ceen or vnll Oa matle in Ne original plans antl speGfiWtions anC any suscension or aCantlonment has nol exCeedeE one (t ) year. If changes are matle or if suspension or aDanCOnment exceeas one (1) year, full fees shall be paltl for a new permiL (4) No work Of 2ny mannef Sh311 be tlOn2lhal WIII Change thE n3tufal flow of Water causing d Cramage proElCm. (5) COlllfdLtOf 5lldll WbIY the BIIIIOIO(f IlIS(12CIOf hV2OtJ-(OUf (24) hO11f51f1 dGV20CR /Of dll IOSPECOOIIS 30G Shdll f2C2rv2 WrIREp dOOfOVdI OO IOSplCfi0f1 CdlC bE/OfG oroceeaung wnn successrve onases of the iob. (61 The issuance of a permit or the approval ot Erawings antl specifications snail not be construea to Oe a permit lor. nor an approvai ol. any vioiauon of the provisions if the bwlamg cotles or any olner orOmance. law. mle or regulalion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Gl"n rjoo p ~ , G AND DEVELOPMENT Building Permit Number : 2729 DIVISION - 235-2855 AT RIDGE Date : 3/8/96 'H AVENUE , CO 80215 property owner : ' prpp~rtyr qddress ; 3840 WADSWORTH BLVD I~ac6or License No. : 18039 ` Comparry ; Matk's Electric Phone : Phone : 425 0753 ~ F2 SIGNATURE OF UNDERSTANDING AND AGREEMENT ~Ic dirqmps propoaed by this permit application aro accurete, rk Wdk~M~s, n~lra w re9ulations of Me CdY of Wheat RidOe w p~f~pls pffecoM; that all mpeyaauremenb shpown, errcl allagations ~~~~toa c~omPliaence with~tM Whe~~e R~Wge Buildi~ Wheat Wge ord nences, for woAc under this permd. I n n 2/OG1 Construction Value : $0.00 Permit Fee : 100 Plan Review Fee : X Use Tax : $0 0 Total: $0.00 --r ~ PGLCTELEPHONE CABLE (CONTRACT PRICE INCLUDED IN #2696) BUILDING DEPARTMENT USE ONLY om i ' '~p~rbv8f: _ yye~~$ ; Roof : Stories : Residential Units : '4 Np ; Plumbing License No : Mechanical Licen c, se No : Company : Company : ' Expiration Date : ExpiraUon Date : APProval : Approval : - iotoc yyp y~ : wlll~ Ne •abna aet fiM• and ie wWect b tha I• the SUte W Cobrado arW b Me ZonNq W o u~ ara~~e. a ~ne cny. ~ c a w p a, cowaao or.nr omer aaW~ae o p CF7~ tlMwDrk.arMonzetl te rwl commenced w i tl Nn t M Y (60) d a y a fi rom I s fu e d a t e w( B) tl ro 6 u i I C Y q a W i o r i z a tl h e p e n d e C u ' . M e7ipM~M, a naW msY ba ec4ulretl for a fee of ono-haR the amount nomialN re9uqe0, orovided no eharqse hava Deen a wIM be made M 1M dmo Md aM suspat~e~on w aDantlonment Iw rat azaeOeU ona (7) Year. 7f che~pes aro mads a H wape^ab^ a aDantlonmaM ^ pfy IrMS MW WD~Itl lor, ~ new PemYt a ~ n, ( newral now a werer eausin e aretrnase aroulem rour za) noure In savence ror s~~ n+1ectl«w ane snall rxenre wriGen evwovW o^ insDectl°^ cxa ner«e ~ ot ~ s df M pM~~~~ ~4 ~^9 a~~ ~a ahall not be consWetl to be a Pemit for, nor an aPV~'~ a~ erry vbletlon otthe ProNeb^s e0' ~IN ~ iaf E1ulWing Inspector TNS pERM(i WALiD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION M T__._ ~ ~ r W~ E 3 ~ ~ r ~ ; ~ ~o I j ~ ~ .n ~ ~ ~ ~f ~ 0 ~ ! ~f ~I ~r I ~ ~ i J ~ ~ ~ ~ ~ ~ ~ ~ N ~ 9 N Vf M T C+7 ll- ~ 1 ~ ~ ~ ~,y~, ~ ^ ~ V i~ N e~- ~ N ~h ~ i ~ ~ f~ d c o ~ ~V ~ o p. rn p v ~ E Q ~ w tv ~ ~ ~ g i p .A .a ~ a ~ z ~ F~ c _C~~ U- o E mtmj~ ~ i ~ r ✓ ~ 'O Ll. ~ 0 ~ ~ ~ d U ~ ~ m j~ ~M~~~o ~ LL N ~ u- ~ o a. ° at ro ai ~ c c o L ~ ~ ~ U p. ~I L V l i~ 1 1 it ~ d R _ _u~u~~u t cr ` an G? CP ~ i ~ I ~ ~ ~ ~ ~a N 4 d w z s ~ Q ` I j ~ 1 a z r- r4 M. ~ ' ~ ~ a i w ? d ~ ~ d ~ O ~ j I _ f F I j ~ I it i~ F U°°~ 'ate v r 1. C7 ~ j Li-j _ -w r Q rya r~ ~ ~ ~ ~ ~ ~ Q ~ C) 00 Cll M w ~ a ~ tag C" 9 d J a < CD I L-Lj a I C C~ m k LL~ U5 27 m I LL._ ] [ CL L.Li cz) -Xt a C } ~1-.~ L~ +0 + Lij ~ 3 ..7 t~ - c _ ? L d t S ~ j 1...,v _ 3 iii ~ ~ ~ l~ i t ~ ! ' . / I if U (0 ~ ~ ~ I ~._.i i ~ 00 co LU LLJ N z _ ~ T - -8- _ _ CL Q Cl::- CL ~1Ty D «z I E v +s t IN I I ~ Z V) a C) V) c) Li to -i ui -j ! ~ i .~......--h----- S - W._ o~ N U. V) Cl~ LL ~ e r - ._v _ ~ ~ ~ ~ ~ ~ z ~ _~~_/r - ~ i / { 'r ! I } a .Z - ~z 4 I _----u-- _ ~ ~ ~ ~ I ~ ~ I _ r ~ O I ----.---~.y_._ .L.e_. iii ~I`` 4! I I t ' ~ ~ ~ i ~ i ~ ~ _ ~ ~ ~.I.~ ! i EEC/'// 7 E i i ~ Q ~ ~ I ~ z ~ ~ i ~ ~ ` ~ I y, ~z _ ~ ~ ~ ~ ~ C ~ ..~-.~r.._ j ~ . ! I l _ r _ ~ ~ i _ _ _._I ~ ~ I ~ j ~ a ~ ~ 0 cr- - ^_y - C) i w ~ . E k I c~ vz zz _~._.a._~ ~ ~ ~ i ~ fl ~ W i ~y E < ~ ~ i ~ _ ' ' 1 ~ o L. I o Q .r ~ <1' 1/ ~ ~ - n ! t ~ - _.v ~ r _ _ _ ~ f _ ~ C/n ---r t i a -T"s-* F,-, _ ~ . _ ~ _A t`' ~ ~ _ 1 , i I ~ i aZ ~ N ~ ~ ~ _ -____j.,2 ~ ~ Q ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ r. t DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 38yp cy Rdsc,)cr2t h}4 G Vi, Phone : Contractor License No. : 1 8037 Company :'yn,i}yZKS C L~.~- ~y-yvG. Phone : C/a S 07 S 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit appliwtion are accurate, antl do not violate applicable ordinances, rules or regulations of the City of Wheat RiOge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all wnditions pnnted on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) anC all other applicable Wheat Ridge ordinanees, for work untler this permit. (OWNER)(CONTRACTOR) SIGNED ~I a'-~-~~1IJ~-w DATE 3 F Q6 Construction Value : Permit Fee : Use Tax : Total : p~ ,,,_4vruz. ~ ~v ~ ~RivL ~ ~9 6> Description : ~'c,c.~. "T'C„"IXi~~ BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : Approval : Q4bIic;W~YI~R~1F1ineliT,s:! Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No Mechanical License No : Company : Expiration Date : Approval : ~ Pfans R.equlred;'„ j Company: Expiration Date : Approval : A Plans Required Company: Expiration Date : Approval: I : P49ns,lt6QU1(S= (1) This permit wa5155u2A In aCCOrtlance wilh the proVi5ion5 set PoM m yopur 2ppliWtion antl is Sublect tO the laWS of the Slate Of Colo2tlo 2nC lo the ZOnin9 Reguianons ana Builtling Code o1 Whea1 Riege, Coloraao or any otner aOGhcaoie ominances ot the Ciry. (2) This permit shall ex0ire d (A) the work aulhOnzetl is not Commenced wiihin sixry (60) Oays from i55ue tlate or (8) the builEing authonieG is suspenEed a abanGOnea Wr a penatl of 120 Eays. (3) 11 this pertnd ea0ire5, a new pertnit may be acquired for a fee ol one-half the amount normauy repmred proviEetl no changes have been or will De ma0e m the onginal Dlans antl specifiwtions antl any susDension or abantlonment has not exceeded one (1) yeac II changes are maGe or A sus0ension or abantlonmem exceetl5 ane (1) year. full feee shall be paitl for a new perm2 ja) No work of any manner shall be tlane that wdl ohange the naNrel Oow of water wusing a tlrainage proElem. (5) Conlfdciof Snall noliM Ih2 Builtling InSpeClOf twenly-lou! (24) hours m atlvanCe lor all inSpeCUOnS anE 5ball reterve wntlen approval on mspettion WrC belore proCR2Cnng With SuCCE55Ne ph35E5 01 thE jOb. (6) The issuance of a permil or the approval ol tlrawings antl s0euficafions snali not oe construeo to be a permit Por. nor an aOProvai ot. any violanon ot the prowsions of lhE bud0ing w0E3 or any oih2f ofGmance, law. IuIE or regulabon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION P.'r i~e^IN I"I,,,e~~p It,'FN{ENT OF RLANNING AND DEVELOPMENT Building Permit Number : 2691 ~L111~p1~tp.l1~FSP~~TION DIVISION - 235-2855 Date : 2/29/96 Cj'C'Y QF WHEAT RIDGE 7900 1NEST 29TH AVENUE YVFIEpTRIDGE, CO 80215 Phone : 971-4212 Phone : 421 6434 `~':A~.y~ lVIftAG P" Gon : TENRNT FINISH FOR HALLMARK STORE - ELECTRICAL SEPARATE BUILDING DEPARTMENT USE ONLY r4rY'v~a.... . ZUning : Approval : 0110pp8tlCy : oIdtliricMI GiCense No : Gornltni~Y c " ~itpiratVOn ~ate : , C~Ww~M RI ' Walls : Roof : Stories Plumbing License No : Company: Construction Value PermR Fee Plan Review Fee Use Tax Total $6,723.00 $90.00 $0.00 $100.85 $190.84 Residenfial Units : Mechanical License No : Company : Expiretion Date : ExpiraNon Date : Approval : Approval : orwidona aN faM M yapw ePWimtlon and la wdscl ro Ne lawc of Ihe SmOe d CobrWo ad Oo tha ZoninO IM be 1~f1Of~sheitbeQdon O18lV/ld warw u f ~ rrw~ ~qe~t Zf ~ PotT~~9~Nl~ ppaM~UsMoWsn r+YCtlrrordi .law, o ~TIBp8Ct0r YHIg p~EliNpT VALID ONLY CALL: 234 SIGNA7URE OF UNDERSTANDING AND AGREEMENT ~tr~es proDosed bY Nis Permk applkation aro acwrate. ~u~+es, ruka or regulatbns of lhe Cily of W1~eat Rid9a or ~WU t1reacgord; that all mpeyasuremsMs a~h~own, aiM albgatbns 0w~,.■~hiee~wtb~ at R~e o~rdPnen~~ o Whede~t t~ Psrm'~~t'n9 ~~8pIe ordinttcet ot CIIY_ 41hin ppI86c1y (80) dsYS hom letua dab M(B) tl~e bWIdInO aNflaiZmtl la w6pended a arcme amwm nomwiy ~eamred, no av~pu nava eean «wiu be mws M ms haa rat exaedeC ons (1) yeer. cnaiga+ara metls a n ewpensia~ or a~ p(y~yperuwiq a tlrainape pmb~am. aarance ror sll liiepe~one ane.n.n reeeNe wriCen eaa~a~ on hspedb~ cua ee~«. a .nui nw be coneww m na. a~c ror. ~wr an ww~i a.•m orme wowew~s .59 3 24 HOURS P OR TOHNSPECTION G INSPECTOR ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Gjo Y! ✓1i e5 I'v° Property Address : 3940 /v , GUa ds clJ pv' ~7 ~~v~t phone : Contractor License No. : ~79/S Company : C_~~O ~ 5 fPV C' 71"i 0 Phone :~.zJ- (0 4- 3¢ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hareby certify that the setback distances praposad by this pertnit aDPlication are accurete, and tlo not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or restrictions of rewrd: that alt measurements shown. and allegations made are accurate; that I have reatl anE agree to abide by all conditions printed on this application, antl that I assume full msponsibility far compliance wdh the Wheat Ridge Building Cotle (U.B.C.) and all other apptieable JOL"at Ridge ordinances, for work under Ihis permrt. (OWNER)(CONTRACTOR) SIGNE ~Lt'~~i/ N»~ DAT '76 "~i Construction Value : ~f-5~- Permit Fee ~0~~" ~ Use Tax : TOtaI : Description: T'ENUH~f-Fr~IiS(~ /~or ~c°~a~~sYC01'C, E~P~~YiCa T BUILDING DEPARTMENT USE ONLY Approval : Zoning : M(n~d~N~ Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : C~oympanHy : /~/U1,, ^S ElpcrYlG Expiration Date : Approval : J Pfans RequlredZ_:`J Plumbing License No : Company : Expiration Date : Approval : ~ Plans Required Mechanical License No : Company : Expiration Date : Approval: .1 ! Puns,fZ9qulngm (t) 7his permn was rssuetl m accomance wnn the provisions set lorth in yopur appiiwUOn antl is subject to the laws of the Slate ol Colora0o arM to Uhe Zonirg Reguiauons and Builtling Cotle ot Wneat Ritlge, Coloraao or any omer aOD~icabie ortlinances ol the Ciry. (2) This permii 5hall expve d(A) the wOrk auihonzetl IS noi CAmmenceE within Slxry (60) tlays from i55u2 daie of (B) t11E builtling 2uthOnZEtl i5 Su3p2nOG0 or abandoneo tor a peno0 of 120 tlays. (7) If tnis permrt evpires, a new pertnR may be acqulreE tor a(ee o( one-nalf the amount narmauy reqwre4 providee no changes nave Oeen or win De matle m Ne onginal plana an0 specifif2tions antl any suspension or abantlonment Ilas not eaceetletl one (1) yeac It changes are maCe or if suspension or abanCOnment ezceetls one (7) yeac lull leee shall he Daitl /or a new permiL . (41 No work of any manner snall Ee tlone lhat WIII thange the natural flow of water causing a tlramage proElem. (5) ContraCior Sball notdy 1112 Builtling InSpetlOf Iwenly-foUr (24) houl5 in adv2nCe for all m50eCUOnS antl Sh211 recerve Wntten approVal on inSpeCliOn WrC CebR Oroceeanng with successrve phases of the job. (6) The issuance of a Dermrt or the aDDroval ol Erawings antl speafiwtions snall not be construea to Oe a permrt tor. nor an aDProvai ol. any violation of the provisions Jf the builU,r4wtles or any otherprdinance, law. rule or re9ulation. Chief,81[filding Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ; QEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2696 BUILDING INSPECTION DIYISION - 235-2855 CITY OF WHEAT RIDGE Date : 2/29/96 7500 WEST 28TH AVENUE WHEAT RIDGE, CO $0215 Property Owner : Property Address : ConVaator License No. : Company 3840 WADSWORTH BLVD 18039 Mark's Electric Phone : Phone : 425 0753 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT N~ ~a bY tnis Peffnn : reguladons of the application, and that I asaume fuA reaponsibil'~ty for compAance with the Wheat Rid{p BulWing Code (U.B.CJ and aH otlror appikabb Wheat Ridge ortlmanees, for work under Nb partnR. (OWNER)(CONTRACTOR) SIONEO~_ aA, Ii✓~d~ DATEfY-A-%96 Description : TENANT FINISH ELECTRIC Construction Value : $12,000.00 Permit Fee : $165.00 Plan Review Fee : $0.00 Use Tax : $180.00 Total: $345.00 BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approvai : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiretlon Date : Expiration Date : Approval : Approval : Approval : ~ 0 2 (1) ThRe1p0me pennit ar"~ ia~BuIks~4 q~ acoass0~'wne.c"~'RwO°pe°"~ ,'~ca«a`ao «u y~coN'~ubb sva' ,s cnrab rw. a me sero a caor.ao ana w ms zonnw ons (2) This Pe~t NWI exqro R W ths worlc authonze0 b not mmnsnced wXhin sixq (80) tlaYS fmm laeua tlate or (B) Me buildkq wtlio~izetl la twpantletl or ebandoned tor a peAad of 130 (3) N Cft Pertnit mcpkae• e iMw meY be acGtdred for a fes of ano-helf the anqunt rqfmaMY rotlWreC.provWetl Mdarpa heve basn a will bs maM M N8 alpintl P~ ahd s arM +nY suapanebn or aWntlonmsnt hae na exaetleU ona (1) Year. N chenpes are maae a tt awpenYon or riarMOnmsnt azcaeds ais (t) Yew, iWl teu ahaN be WW far a naw (4) No wak of mry menner Wp bs UotM Mat wlll chwi90 naWnl Ibw of weter caud a drWMps probbm. (5) Cmtrae[a ahaH ndpy Me BuMtlinp Ms 1weMyfax (24) laurs In aWanca for allnapectima an0 ahall receiva wrlCen approval m impectlon cattl Eeftts proce" Mc wim a„ca.N»~On (8) ~a psmdt « epproval 4eMrga end epedHcatlons ahall not be oonatrue0 a ba a peimn for, nor en approval a, eiry Ndalbn ot1M proviebns Ma Irq or Irurwa, Inv, n~b tt rc9uletlai. ~ ief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5833 24 MOURS PRIOR TO INSPECTION Z~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : Contractor License No. : ,`3$~o W .46=wclz+h ~3 y Company: M A)2KS /_Gec7. 1iJC. OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit applieation are accurate, and do not violate applieable ordinancas, rules or regulations of the City of Wheat Ridge or wvenants, easements or restrictions of rewrd: that all measurements shown. and allegatlons matle are accurate; that I have reaE and agree to abide by all conditions pnnted on this application, and that 1 assume (ull responsibdrty for compliance with the Wheat Ridge Building Code (U.B.CJ antl all other applieable Wheat Ridge orCinances, for work untler this pertnrt. (OWNER)(CONTRACTOR)SIGNEDDATEa'"Zy b Description : W ur~vt.a_..~~ Phone : Phone : S'a,SO -7 3 Construction Value : 1a, poo, Pertnit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Approval : Zoning : ~It~in Approval : ~bflE WaYI~R~lilhl~lft,s~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electncal License No : 93 4 Plumbmg License No Mechanical License No : Compan lykA 'q P_Ks'~.~&~ Company: Expiration Date : Approval : _j Pfans Requtred_'.;y Expiration Date : Approval : ~ Plans Requtred Company : Expiration Date : Approval: A I Ptans;RBQui[= (1) This permR was rssueE m accortlance wilh the Drovisions set lorth in yopur aOPociiUOn antl is suoject lo the laws ot the Slale ot Colo2tlo anG to the Zoning RegulaUOns antl Budtlmg Cotle of Wheat Ridge. Cobraao or any other appliwble ortlmances ol the Ciry. (y) This permh s~all exDIre rt(A) the work authonzetl is not commenceC wiNm sizry (60) Oays hom issue tlate or (B) the CwlCing auNOnzetl is susperMeC or abantlonea tor a peno0 of 120 days. (7) I/ this permR eeprtes, a new permlt may Ee acquireE for a fee of one-hall the amoun[ normauy reqmreQ pmvltle0 no changes nave been or wll Do matle in me origmal Olans anE speufiwtions and any suspension or abantlonment has not exceeCetl one 11) yeac It changes are maEe or R susDension or abanGOnmem excee7s one (1) year, tull fees shall be paitl for a new permR. - (4) No work of any manner snall be Oone tnat will Uange the naNral Oow of waler causing a tlramage pro0lem. (5) Contrecror snall noUty the Building Inspector twenry-lour (24) hours m aavance /or all mspecuons anG shall recerve wntlen ao0rovai on inspecuon wrC Gefore oroceetlung wilh successrve Ohases o( the job. (6) The issuance ot a DermM1 or the a00rova1 0l Erawings antl speafications shall not oe conswea to be a permit for. nor an appmvai of. any molauon of the Oronsions JI the oudtling CAtles or any otner ortlinance, law. Nte or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION _OEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2702 BUILDING INSPECTION DIVISION - 235-2855 CIIY OF WHEAT RIDGE Date : 3/5/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properly Owner : Property Address : 3840 WADSWORTH BLVD Contractor License No. : 17201 Company : Total Plumbing, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback dbtancxs proposed by this permtt app, IIG and do not violete appNcabb ordinances, rubs or regulaNons of tM Cdy i covananb, easemeMs or reMrkdons M racord; that all measuremeMs sh made are acwrate; that I havs read and ag `ree 'abkle b~ans'I oonditions with the 4 applicetion, and that 1 euume fuU responsib p Code (U.B.C.) and all other applieabb Whe ' ge ordf if s, f r woAc (OWNER)(CONTRACTOR) SIGNED ~K Phone : 9714212 Phone: 286-1104 Construction Value : $150.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $2•25 Total: $1725 Description : INSTALL 3 COMPARTMENT SINK SUPPLIED BY OWNER BUILDING DEPARTMENT USE ONLY Approval: Zoning : Approval : Approval: Occupancy : Walis : Roof : Stories : Residendai Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expira6on Date : Expiration Date : Approval : Approval : Approval : ~ 0 ~ (i) Tlils PeffnM was issuetl in euadexe wNh tlre provlabns ael MM In f'oWr applieafbn emd Is wnea ro me um a ne suW a ca«,ao Wa ro me zoMng Repulatlona MM Builtllnp Code MVMeat R e, CobraCO a e~ry otMrapplMabb adinances W the Gy. (2) This pemYt ehdl eohe H(A) Ms work a is not commenced wiMin alxly (eo) daya trom baue date u(B) Me buN~ny aWidizetl is auapended or ebandaned for e periotl W 130Gya (3) H Mls P~K axpiros, a nswpamYt maY be aeQuiratl for e fae ol onedutlMe annunt nomialN relukatl. PmvMetl no eharpa have Dm a wiU be msOe In the orqinal plam arb apedlicatane and am~ susoansbn a abanEOnm~t hac rwt ezcaeded one (1) Yaar. tt chanpat ero maEa or N wcpencbn a ebandonment axceads me (t) Ysv1W tea aheq be WW for ~ new Peimil (4) No wdk U anY mmner thell Ds tlons Mat WIII tlianpe M8 natural flow of Nrobr puelnp a dreiflps poblem. Mwan ce W BuMdinO Insoeclw 1we~H-~r (24) hou~a In advan~a fa aH InspecGOne antl ahe9 reaeWa wriden eppwal on Inapoction cvd bstwe (5) ConhscEw ahall notiry tM prkeedlinp wiM waeasivep1~q d the}pb "al of Uawirpa aM epscMcaUona nMll not ba cone6ue01o bs a pannit for, nof ai approval oi. 9my vidatlOn M Mie Mo'~e (8) Tlb e pMMI or1M a'No bna M tl(d buWino codwr am WhMOrdinance, law, rub of repWetlon. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION `F~ 77 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number I BUILDING INSPECTION E T Date WHEAT RIDG- 235-2855 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properfy Owner: TR 5oh Phone : 7 2- Property Address :~Ij yo A!, Contractor License No. : Phone : Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :/6_0 Q a I hereby certify that the setback distances proposed by this pertnit application are accurate, peffTliY F28 : and do not vlolate appliwble oMinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record: that all measurements shown, and allegatlons Use Tax : made are aceurate: that 1 have reatl antl agree to abide by all wnditions printed on this applicalion, and that I assume full responsibilit for complianya,with the Wheat Ridge 8uilding Code (U.B.CJ and all other aOPlieable Whe idge oMin dc d for ork un er this pertniL TOt21 : (OWNER)(CONTRACTOR) SIGNED___5~i/~f7ATE ~S Description : y.l/ ST/~L S L°d>~,~R,e7"~p•UT' ~~,d/< ~~i/ve~ oSkP/°Li~D BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : Approval : Approvat : Occupancy : Walls Roof : Stories : Residential Units : Electrical License No : Plumbing License No (7 Zo ( Mechanical License No : Company Company : o~e1 I P/WM b,nyi A e • Company : Expiration Date : Approval : Pfans Required Expiration Date : 3 2C1 'q(I Approval : 19 Blans Required J Expiration Date : Approval : ~ ~ P~fn~R~aui~i (1) This permn was issueE in accortlance wrth tne Drovisions sel (orth in yopur appiiwbon antl is subject to the laws of the State of Coloratlo antl lo the Zoning ftegulabons anE Builtling Cotle of VJheat Ritlge, ColoraGO or any other applicable ortlmances of the City . (p) This permn shall expire it (A) the work authonzetl is noi commence0 wrthin sixry (60) tlays tmm i55ue date or IB) the bwlding aulhonzetl is suspendetl or abantlonetl for a penatl of 120 tlays. changes have (3) longinal p ans antl speuficationa1ntl any 5u3peniSmiotln or abantlonmentaha`s no~ eaceetletl one 11~ye a Pf ohanges 2fe maEe Of f 5 spe si n11oabanEOnmenl exceetls one (1) year. fWi fees shall be paitl for a new permit. (a) No work of any manner snall be tlone that will change tne naturei tlow of water causing a tlra~na9e problem. (5) Contractor shall notily the Builtling Inspector twenry-four (24) hours in atlvance for ali inspecuons an0 shall recene written apOroval on inspecUOn card before eons snali not be consimea ro be a permrt for. nor an aOPmvai of. any violanon ot the provisions oroceetlimg wit0 successrve phases of the job. and (6) e butltlg ocoaes or any t thePOrtlnaince. r law~usle otl regu~aoon ot N Chief Building Inspector For Mayor THIS PERMIT VALID ONALLL W 345933 24 HOURS PRIOR TO~IN PIECTION ECTOR AND MAYOR 03-04-1996 04:29PM FROM C-G CONSTRUCTION, INC. : C.,(~'yvlwa'.. 4900 /R1S.S7. wHEAT RiDG . CO I 903421-6494I 3p3.q314745 s~m ro: r ~ BNG LPIUM r 70000n awoent I IJ TO TOTAL PLBG. P.01 p/UC COVER SHEET Fo.Y*WwWma"m TOTFlL P.01 DEPAR'fMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 2672 BtifLDING fNSPECTION DIVI910N - 235-2865 CITY OF WHEAT RIDGE Date : 2/21/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 m Property Owner : Properly ARldress : Contractor License No. : Company : 3840 WADSWORTH BWD 18751 AFFORDABLE SIGN, INC. ONMERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT pQIicetbn ue aawnte, Gn7l of Wh9at Ridpe M ib shown, sntl aNeyafbns bns pdntW on Mb tne Wheat wkige euadkV work under thk permk. (OWNER)(CONTRACTOR) Descriptlon : NEW SION C-1 OK MR 2121196 BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : RpProval : Oceupancy : WaNs Roof : Stories : Residendal Units : Electricaf License No : Company : Expiration Date : ApRroval : 0 (1) ' ~bweain~ (z) 3bd ~!v!N~ (d) M1hkVMNt~I!e..aI (5) (B) Plumbing License No : Company : Mechanical License No : Comparry : Expiration Date : APProvai : r Phone : Phorre : 781-4323 Construcfion Value : $3,497.00 Pertnit Fee : $63.00 Plan Review Fee : $0.00 Use Tax : $52.46 Total: $115.45 Expiration Date : Approval : a In yqpur appkagwi Yq b aubMd to IM laws of Ms SfNe of Cdaatlo mM b 1M ZaYnp nwa~bb oraiwaee a cxy. M wiMin WAy (90) ~ys hanbeu~Me Oab a(B) tlis buWkp aultnFRed k auepanCW a tr1uHUie anquM rarmaMN rsquketl.~ no cArqmt hwm bew or wW Oe nlsds 4iNs bnt hee not aesdsd one (7) Yew. 1icMnget ars mWS a UsUVaubn a aDrMambnl I MNtgrolAOwofwaNr piohlpn. ' . wr (!A) IauA in advMna for tll kopectims md a1W reoaM wrllBen [DProW on Yiepadbn artl bobte anArep ~paud~atl~tlon. am sMX nol W oonetruad ro be a pam~t ta. nor m epprovNd. +M vbktlan of Ms povlakns ~ or . Bu(Id'mg Inspect4f THIS PERMIT VAtiD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CAIL: 2348933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: ~.~AY-So.,i G)wLF`r ph~ Properiy Address : „3S1}D UJAR-~` wo~T~ I3L-VD ' HF'~~jD Phone : / / I -4ZI ~ Contractor License No. Company i4FFvRDA13/~" _QK-"US /Ax. OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliwtion are awurete, and tlo not violate applicable ortlinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: t t all mea urem ts shown. and allegations made are aecurate; that I have read and agree bide by I co ions printetl on this appliwtion, antl that I assume full responsibil f r compli ce t the Whea[ Ridge Building CoCe (U.B.C.) and all other appliwble Whe ' ge ordin s f work untler this permit. (OWNER)(CONTRACTOR) Description : ~ I G/'-) Phone: 79l-q32s Construction Value : 3 Permit Fee : Use Tax: TOtal : 2 22 BUII.DING DEPARTMENT USE ONLY Approval: c Zoning : NEldt Approval : ~ObiiE W~.'~fflita9ists:! Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electncal License No : Company: Expiration Date : Approval : ,I Pfans Required:.,' Plumbing License No Company : Expiration Date : Approval: A PI2ns Required Mechanical License No : Company : Expiration Date : Approval : ~ PJ~nsi~equi[g= (1) 7hi3 Oemvi Was i55u2tl In acCOftlaOCe With the OfoVl5ion3 SEt fORtl m y00uf appuWUOn antl i5 SubleCt lo the laws Of IbB Slate of ColOr3tl0 an010 Ut! ZOning Regulabons antl BuilEing Cotle o( Wheat RiEge, Coloraao or any other apPli~ble ortlmances ol the City. (2) Thi3 permii 5h211 ex0lfe d(A) the work authanZed is not CAmm2nt2tl within Sizry (60) tlays from issue tlat2 of (B) the butlEing aulhon2CE is SuSpenEeO or db3ntlonEO fOf 3 OEfIOtl 01 120 G2y4. (3) I/ thi5 pertnd e%OifeS, a neW pemlil may D2 2fqulred fof a fee af one-hall the amounl nofmally reQwrEd, prOVitled no Chan9e5 have Oeen Of will 08 m2tle in lM1e onginal plans anE specifiWtions anE any suspension or abanEOnment Itas nol ex[ee0etl one (t ~ yeaG If changes are matle or d suspension or aOanGOnment exceetls one 11) year, full /ees shall 6e paiC lor a new permR - (4) No work ol any manner snall be Oone that wtll change the naWral flow of water causing a Orama9e problem. (5) Contractor snali noUfy the BuilEing Inspecror nvenry-bur (24) hours in aGVance Por all rnspecuons antl shall recerve wntten approvai on mspection wrE before DroCEetlung wiill 5ucL23AVe pha5e5 of llle lob. (6) The issuance ot a permit or the approval of Erawmgs antl speci(cations shali not be construcw to De a permR br. nor an aODrovai ol. any violation of the provisions Jt the butltling CAtles or any otber ortlinanCR. law. Nle or re9ulabon. Chief Building Inspector Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ _O ~ ~ m ~ ZN ~ rn ~ 0 r vi a Wl (>C.~~Ut-'-U?~~ v -o ~ q ~ ~ a o ~ ~ ~ ~ N N U ~ t 0 ~ I N ~ ~ ~ DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M921117976 237-8944 EXT. 255 P.O. eoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAIID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. U 'l MISCELLANE JOB ADDRESS '"~~7a sCcJU27'7~ OWNER CONTRACTOR E 1~~ ADDRESS~ g yD 4/ ~"~SWO+~ 77'~- l3t ✓D ADDRES5 '~'021555 16.2 PHONE y,;? y ~g2 z, ZIP CODE $11033 CI TY ZIP CODE rONTRACT PRICE S ¢YOO PH ONE 7a [ 7 `-cv~'•• uctrvac rvU . . i _ S~ 1. TYPE Ground❑ Wallo Q❑ Proieelin pther SaDFaee 0 ~ 2. MATERIAL 9fS ~ Total Squore Fnf - it N P SIGNS 3. ILLUMINATION Yu No❑ TYDS W o. erm Eiect. 4 Apprwsd, 2ona Inapecta Zon ~ ~ 4. SET BACK FROM PROP RTY LINE N - S_ E _ ~y ad i (Speeity whie~ is fronl) ❑ ❑ ❑ tapprov D 1. TYPE Solido More TAOn 80% ODSnL-J Less Than BO% OM^ Heipht MATERIAL FENCES SET BACK FROM PROPERTY LINE N 3 _ S__ E _ W Zms_ APDraed,Zons Inspsatw . ed i f t) ❑ ❑ ❑ ❑ DieaPDrov ron t (SPecify whieh I. OTHER Z' 3. DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER S7RUG7UKt,ciiwnu (SETBACKS OR PROJECTqN51NCLUDED) kp,ee ao ' Fpa»'T' STREET NAME 1A' A'DS 2C10 12 T1F' ~ bq ~ SPECIFY NORTH 1'IqiLinG SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING NOUSES,STREETS,AND PROPERTY LINES;ON IRRECULAR IATS,SHON' LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. ~ APpLICATION FOR PIUMBING; EI.ECTRICAL; MECHANICAL PERMIT SEC TION INDICATED PERFO PERMtT THE THIS APPLICATION~RMIT WI~LM E%PIRE 60 DAYS FR MRDATE OF ISSUA CE !~F WORK IS NOT STARTED W THW THATITIDPIING E- INSPECTION DIVISION. ELECTRICAL PERMIT MECHANICAL PERMIT STATE IICENSE N0. jj~PjLUMBINNjGGPEERMj11TT 4LUM INUM NARE UNDER SIZE 8 ILLE6AL 2D 4TN0. FUEUC'rtGaOne Cwt ql Propaie COOdEI S FORCED T AIR BTU HO WATER BTU N0. TFt.tP(1RARY METER ereeu - BTU HEATING TO 9 PERMIT FEE I heroby ocknowledQa thot thia aD7lico- tion ia correct ond understand tnot I USE TAX connot sfart this Drojett unfil thie appli- tafion is approved. I shall tomply with TOTAL FEE iha laws of the Stote of Colorodo and to di PPROVEf np the Zoninp Requlations ond Buil Code ofthe City of Wheat Ridpe. Any ~ violation of the above termn will cauee CHIEF BUILD immediote revocation of this Oermit 4 li nu 9i0new4NOT VAIID UNLESS ftECEi I Date pOtf- y-7 ~ Jj' D-tJ INSPECTOR,City of Wheat Rid9e CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS