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10 Morningside Drive
`1CITY OF WHEAT RIDGE 41 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type. moi; Job Address: Permit Number: ` r -------------- i ❑ No one available for inspection: Tim AM/PM Re-Inspection required: Ye: No When corrections have been made, schedule for re-inspection online at: httpYAvww.ci.wheatridge.co.usfinspei n q.Zq`._Z0 Ins c DO NOT RIY►OVE THIS NOTICE i CITY OF WHEAT RIDGE V, -.A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4167 Job Address: Permit Number: 4 / . Jai.. ., ", e. T. _1? - I - ., I - - in. J No one available for inspection: Time 0 AM �M ' Re -Inspection required: Yes (No When corrections have been made, schedule for re -inspection online at: http.IA,vww.ci.wheatridge.co.us4nspection Date: L., 4;,- —inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 30 42Z 11, 13'1,�_ f-YO�_4 Job Address: /0 /hchj*'1,r/-6 iQf= Permit Number: � 5-6S IJ No one available for inspection: Time AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. uslinspection Date:— `/-1 x Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 202000566 PERMIT NO: 202000566 ISSUED: 04/02/2020 JOB ADDRESS: 10 Morningside Dr EXPIRES: 04/02/2021 JOB DESCRIPTION: Residential kitchen replacing cabinets, new gas line to range and adding outlets. Square footage: 200 *** CONTACTS *** OWNER (303)594-2411 SPRINGER SCOTT GC (720)412-6772 DAVID DURAN 170312 DW GENERAL CONTRACTORS SUB (303)994-0751 ERIK SANCHEZ JASON FISH 190234 N2H ELECTRICAL & SIGN SUB (303)868-4633 JOSE MALDONADO 140150 MALDONADO PLUMBING & SEWER SVC SUB (303)868-4633 JOSE MALDONADO 140150 MALDONADO PLUMBING & SEWER SVC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 58,500.00 FEES Total Valuation 0.00 Plan Review Fee 521.30 Use Tax 1,228.50 Permit Fee 802.00 ** TOTAL ** 2,551.80 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 202000566 PERMIT NO: 202000566 ISSUED: 04/02/2020 JOB .ADDRESS: 10 Morningside Dr EXPIRES: 04/02/2021 JOB DESCRIPTION: Residential kitchen replacing cabinets, new gas line to range and adding outlets. Square footage: 200 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 �rne e legal owner of the property and am authorized t0 obtain this permit and perform the work described and approved in conjunction with thisermitIfurtherattestthatIamlegallyauthorizedtoinclude aperd 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 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 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 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 granti a permit shall ilpt be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or an o an or reg ion 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 ' idle MUNrry DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ��/i�zr�zazo Plan/Permit # os 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: Property Owner (please print): :5 n (', Phone: Property Owner Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: :01 cm Architect/Engineer E-mail: �,� i ( fG (��04n5 Phone: 7�0 ` Contractor Name: i,�,' f /lC f (' 4� 4) City of Wheat Ridge License #: Contractor E-mail Address: Phone: 7A9 ' -! /; - 67 � v� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: Z, -?65 ql d 7 7 CONTACT EMAIL(please print): `4 Ul: ✓1 n g rG, Civ^ ��,P 5 , C�l.+., Sub Contractors l (Must provide Wheat Ridge License No $ Signed Subcontractor Authorization form): , Electrical: N a C� � j ; t.t r e, 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 fivw'. ❑COMMERCIAL 5dRESIDENTIAL 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, tappliance size and efficiency, type and amount of materials to be used, etc. i�,,/WC) i 4 `J C; re-�v Gc c nG> kc© s6 to©,� �','r Add 6 �$-- C �d r Sq. FULF CqO65.f BTUs FJ ..r 'CL -J` ))c• Gallons �f 6, C) -O 1 1::-1CC1f,4-tot -tU Amps 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) U�) 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACT )& _ UTHQ REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and last name): / N DATE: Printed Name: ZONINGCOMMMENTS: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION:-'PIZ CONSTRUCTION TYPE: Reviewer: BUILDING DEPAZ�Zzl Reviewer. 311-? 120 PUBLIC WORKS COMMENTS: Reviewer: Qlc` Building Division Valuation: -�-Foothills Environmental, Inc. Industrial Hygiene, Safety & Environmental Services LIMITED ASBESTOS INSPECTION FOR RENOVATION 10 Morningside Drive Wheat Ridge, CO 80215 Prepared for: David Duran DW General Contractors 18601 Green Valley Ranch Boulevard Denver, CO 80249 Prepared by: Foothills Environmental, Inc. 11099 West 8t' Avenue Lakewood, CO 80215 March 16, 2020 Project No. AS20044 31 / � /Zo '0- 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 —March 16, 2020 ACRONYMS ACM Asbestos Containing Material ACBM Asbestos Containing Building Material AIHA American Industrial Hygiene Association CDPHE Colorado Department of Public Health and Environment EPA United States Environmental Protection Agency OSHA Occupational Safety and Health Administration NVLP National Voluntary Laboratory Accreditation Program PLM Polarized Light Microscopy PACM Presumed Asbestos Containing Material RACM Regulated Asbestos Containing Material SVF Sheet Vinyl Flooring TEM Transmission Electron Microscopy TSI Thermal System Insulation 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY................................................................................................ I 1.1 MATERIALS REQUIRING REMOVAL PRIOR TO RENOVATION .......................................... 1 1.2 INTRODUCTION................................................................................................................ 2 1.3 SCOPE OF WORK............................................................................................................ 2 1.4 STANDARD BULK SAMPLING AND ANALYTICAL PROCEDURES ....................................... 2 1.5 BUILDING DESCRIPTION.................................................................................................. 4 1.6 STATEMENT OF INACCESSIBILITY.................................................................................... 4 2.0 ASBESTOS -CONTAINING MATERIAL (ACM) LOCATION SUMMARY ............. 4 2.1 BULK SAMPLE INSPECTION SUMMARY........................................................................... 4 2.2.1 Suspect Surfacing Materials...............................................................................................4 2.2.2 Suspect Thermal System Insulation Materials.................................................................4 2.2.3 Suspect Miscellaneous Materials.......................................................................................5 3.0 SAMPLE RESULTS TABLE.......................................................................................... 5 4.0 ASBESTOS RECOMMENDED ACTIONS.................................................................. 7 4.1 FRIABLE ACM................................................................................................................. 7 4.2 NON -FRIABLE ACM........................................................................................................ 7 4.3 MATERIALS CONTAINING 1 % OR LESS ASBESTOS (TRACE) ......................................... 7 4.4 RACM vs NON-RACM................................................................................................. 7 4.5 OTHER REGULATIONS..................................................................................................... 8 5.0 LIMITATIONS...................................................................................................................8 Appendix A — Sample and Materials Locations Drawing Appendix B — Laboratory Results Appendix C — Photographs Appendix D — Certifications 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 —March 16, 2020 1.0 EXECUTIVE SUMMARY Bulk sampling of suspect building materials was conducted to identify Asbestos -Containing Materials (ACM) in limited areas of the kitchen of the single family residence located at 10 Morningside Drive in Wheat Ridge, Colorado. Random bulk samples were collected of suspect building materials in limited areas of the kitchen that may be impacted by a planned renovation. This asbestos inspection was conducted in general accordance to the guidelines published as the Environmental Protection Agency's (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 or in compliance with 40 CFR, Part 763 and the Colorado Department of Public Health and Environment (CDPHE) Regulation #8. Mr. Ben Wilson, an EPA and CDPHE certified asbestos inspector, conducted the inspection on March 16, 2020. A total of five (5) samples were collected for this inspection. Certifications are provided in Appendix D. Two (2) asbestos -containing materials were identified, assumed, or confirmed in samples collected during this inspection. 1.1 Materials Requiring Removal Prior to Renovation Regulated Asbestos -Containing Material (RACM) means (a) friable asbestos -containing material, (b) Category I non -friable ACM that has become friable, (c) Category I non -friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II non -friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. Non-RACMs are those non -friable materials not likely to be rendered friable during the normal demolition process, therefore are less likely to release airborne asbestos. Under normal demolition activities, non- RACMs that are non -friable Category I materials (gaskets, resilient flooring, adhesives, and asphalt roofing) and similar non -friable Category II are allowed by EPA and CDPHE regulations to remain during normal building demolition, and can be disposed of as normal demolition debris, provided these materials remain non -friable during demolition activities and the landfill will accept the waste as solid waste. Table 1— RACM ACM Description/Homogeneous Condition Type / Friable or Analytical Approx. Material Locations Area(s) Non -Friable Result Quantity TEXO1, Texture compound Good Surfacing / Non- u Chrysotile 3/a 600 SF On walls throughout (stipple brush friable kitchen CDWO1, Composite drywall Good Miscellaneous / Non- 3% Chrysotile in 600 SF On walls throughout white friable texture I kitchen Table 2 — Non-RACM >1% ACM Description/Homogeneous Areas Condition Type /Friable or Non -Friable Analytical Approx. Result Quantity Material Loea6ons None Non -Friable Result Table 3 — TRACE (<1%) MATERIALS Material Description/Homogeneous Condition Type / Friable or Analytical Approx. Material Locations Non -Friable Result Quan Area(s)fih None 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 1.2 Introduction At your request, on March 16', 2020, Foothills Environmental Inc. (FEI) conducted a limited asbestos inspection of suspect building materials that may be impacted during a planned renovation of the kitchen walls in the single family residence located at 10 Morningside Drive in Wheat Ridge, Colorado. Mr. Ben Wilson (Cert #25420), an asbestos inspector certified by the EPA and the CDPHE, conducted the asbestos inspection. Reservoirs Environmental Inc., an independent laboratory accredited by the National Voluntary Accreditation Program and the American Industrial Hygiene Association, analyzed the samples utilizing Polarized Light Microscopy (PLM). 1.3 Scope of Work The combined goals of sampling and visual assessments were to: 1. Identify asbestos -containing material (ACM) on specified areas of the kitchen as described by DW General Contractors personnel. Document the location, condition, friability and quantity of each identified material. 2. Make appropriate recommendations on how to approach each material identified as an ACM prior to renovation. 3. Coordinate sample data information, observations obtained from the site visits, conclusions and recommendations into a report form. 1.4 Standard Bulk Sampling and Analytical Procedures This asbestos inspection was completed in general accordance with the Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP) regulation using bulk sampling techniques referenced in OSHA 29 CFR 1910.1001, which in turn, references U.S. EPA Asbestos Hazard Emergency Response Act (AHERA) protocol, which is incorporated by reference in Colorado, Regulation No. 8. The inspection was completed by separating materials into Homogeneous Areas. A homogeneous area (material) is defined as an area containing a material that appears similar throughout with regard to color, texture, and date of application. Individual systems that were inspected, but not suspected to contain asbestos, are not included in this report. Such systems include concrete, carpet, fiberglass, plastic, and wood products. From the list of suspect homogeneous areas, a physical assessment was performed for each material on the list. A physical assessment includes evaluating the condition, friability, and amount of damage of each material. By definition, "friable" materials are those that can be crumbled or reduced to powder by hand pressure when dry. Each material on the list was further classified into one of three categories, which have specific sampling requirements for each category. Surfacing Materials: Refers to spray or troweled applied surfaces such as plaster ceilings and walls, fireproofing, textured paints, textured plasters, and spray -applied acoustical surfaces. Thermal System Insulation: Refers to insulation used to inhibit heat gain or loss on pipes, boilers, tanks, ducts, and various other building components. 10 Morningside Drive -Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 Miscellaneous Materials: Refers to friable and non -friable products and materials that do not fit in any of the above two (2) categories such as resilient floor covering, baseboards, mastics, adhesives, roofing material, caulking, glazing, and siding. This category also contains wallboard, joint compound, and ceiling tiles. The condition of suspect materials was evaluated as "good", "damaged", or "significantly damaged" using the following parameters: Good - material with no visible damage or deterioration or showing only very limited damage or deterioration. Damaged - material which has deteriorated or sustained physical injury such that the internal structure (cohesion) of the material is inadequate or, if applicable, which has delaminated such that the bond to the substrate (adhesion) is inadequate or which for any other reason lacks fiber cohesion or adhesion qualities. Damaged material are those that are <10% scattered or <25% localized. Significantly Damaged - material which has extensive and severe damage. Significantly damaged materials are those that are >I 0% scattered or > 25% localized. Each suspect material was also classified as friable (F) or non -friable (NF), according to the U.S. EPA National Emissions Standard for Hazardous Air Pollutants (NESHAP) definitions. Any friable sampled materials were wetted with an amended water solution to minimize the release of airborne fibers during sample collection. A sample collection hand tool, cleaned after the collection of each sample, was used to remove a small sample of suspect material. Each suspect material was placed into a small plastic bag, labeled, and sealed. Upon completion of sampling activities, samples were placed into a sealed container along with chain of custody forms and delivered for analysis to Reservoirs Environmental Inc. in Denver, Colorado. Reservoirs Environmental, Inc. is accredited by the National Voluntary Laboratory Accreditation Program for conducting bulk and air sample analyses for asbestos. As specified in 40 CFR Part 763, Subpart F, Appendix A, each sample was analyzed using Polarized Light Microscopy (PLM) in accordance with U.S. EPA Method 600/R-93/116, June, 1993. Some samples will contain numerous "layers". The laboratory will classify and report each layer found with a corresponding asbestos content. In some instances, bulk samples of similar materials (HAs) are reported as having a different number of layers. Percent asbestos for separate layers and total for the sample are delineated in the laboratory report. Unused portions of samples are archived for six months unless the client requests special handling. The Environmental Protection Agency (EPA) defines ACM as a material containing greater than 1.0 percent (%) asbestos. Both friable and non -friable materials were sampled. A friable material is a material that when dry may be crumbled, pulverized, or reduced to powder by hand pressure. Because friable materials are more easily damaged and more likely to release fibers into the air, they are of greater concern than non - friable ACM. Materials containing 1% or less asbestos are considered Trace by EPA and CDPHE. The Occupational Safety and Health Administration (OSHA) Construction Asbestos Standard 29 CFR 1926.1101 contains work practice and engineering control requirements and prohibitions that must be observed regardless of the percentage of asbestos in installed construction materials. Even though these materials are not regulated under the NESHAP for demolition, consideration must be given for worker exposure during any activities that may disturb them. 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 1.5 Building Description The kitchen in the single family residential dwelling is an approximately 200 square foot, wood framed room. The wall system consists of finished drywall with cabinets attached. The floor system consists of laminate wood inserts. The ceiling consists of finished wood. There have been an unknown amount of renovations to the kitchen, if any. 1.6 Statement of Inaccessibility Accessible areas of the roof were inspected for ACM within limitations of the scope of work. Underground conduit, electrical panels, fire rated doors, instruments or other appurtenances were not inspected. Attempts were made to identify and access suspect materials; however, the potential for additional unidentified materials may exist within inaccessible areas, such as in machinery, in equipment, underground, etc. Any suspect materials located in these areas should be assumed asbestos -containing until sample collection can be performed and subsequent analyses prove otherwise. Conclusions of the report are professional opinions based solely upon site observations and interpretations of analyses as described in our report. The opinions presented herein apply to site conditions at the time of our investigation, and interpretation of current regulations pertaining to regulated materials. Therefore, our opinions and recommendations may not apply to future conditions that may exist at the building, which we have not had the opportunity to evaluate. The regulations should always be verified prior to any work involving regulated materials. Within the limitations of scope, schedule, and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No other hazardous materials/wastes were investigated. No other conditions, expressed or implied, should be assumed. 2.0 ASBESTOS -CONTAINING MATERIAL (ACM) LOCATION SUMMARY The following sections summarize the inspection findings and analytical results for suspect ACM sampled at the subject site. ACM summary tables shown have been prepared for each general sample location. These tables are organized to show each material analyzed, its asbestos content, and sample location. Representative samples of suspect materials were sent to an accredited laboratory for analysis. 2.1 Bulk Sample Inspection Summary The following suspect materials were identified and sampled in the kitchen at 10 Morningside Drive in Wheat Ridge, CO. The material identification is listed by Homogeneous Area designation and description following: 2.2.1 Suspect Surfacing Materials 0 TEX01, Texture compound (stipple brush) 2.2.2 Suspect Thermal System Insulation Materials • None 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 —March 16, 2020 2.2.3 Suspect Miscellaneous Materials • CDWO1, Composite drywall (white) 3.0 SAMPLE RESULTS TABLE The following table summarizes sample results collected for this project. A copy of analytical results is attached in Appendix B to this report for your reference. Room names (where indicated) are as described on Figure 1 in Appendix A. W � � � m n u u f ( at 2 § z ) \$ o = Q� £ | � { � { § 4 . ] $ $ $ ; � \ \ \ \ r � 2 2 2 ] 2 k - \ b k [ = � ( . k � ) 3 ¢ V) i i § § 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 4.0 ASBESTOS RECOMMENDED ACTIONS Asbestos -Containing Materials — General Removal, in accordance with the Colorado Department of Public Health and Environment's (CDPHE) Regulation No. 8, is required of materials with an asbestos content greater than one percent (1%) that are friable or will be made friable during renovation or demolition activities. Friable means that the material, when dry may be crumbled, pulverized, or reduced to powder by hand pressure. The National Emission Standard for Hazardous Air Pollutants (NESHAP) regulations set forth by the U.S. Environmental Protection Agency control asbestos emissions from renovation and demolition activities. The Occupational Safety and Health Administration (OSHA) Construction Asbestos Standard 29 CFR 1926.1101 contains work practice and engineering control requirements and prohibitions that must be observed regardless of the percentage of asbestos in the installed construction materials. The standard also has exposure -based requirements consisting of a 0.1 fiber/ cc 8 hour Time Weighted Average (TWA) Personal Exposure Limit (PEL) and a 1 fiber/ cc 30 -minute excursion limit. The following sections describe materials that were identified during this inspection and recommended actions prior to renovation or demolition. 4.1 Friable ACM Friable ACM must be removed prior to renovation. No materials were identified as friable ACM during the inspection. 4.2 Non -Friable ACM The following materials were identified as non -friable ACM during the inspection: • TEXO1, Texture compound (stipple brush) • CDWO1, Composite drywall Drywall Texturing Compound is classified as a surfacing material and is generally non -friable as long as the texturing compounds remain painted and in good condition. If the texturing compounds are damaged by cutting, drilling, sanding etc., or damaged by water or fire, the texturing compounds could become friable and release fibers. OSHA has classified the removal of drywall texturing compounds as Class I asbestos work, the most hazardous class of asbestos jobs. Class I asbestos work involves the removal of asbestos - containing or presumed asbestos -containing thermal insulation and sprayed -on or troweled -on surfacing material. Texturing compounds must be removed by properly asbestos trained personnel, prior to building demolition or renovation. 4.3 Materials Containing 1% or Less Asbestos (Trace) No materials were identified as trace (1% or less asbestos) during the inspection. 4.4 RACM vs NON-RACM 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 —March 16, 2020 ACM identified that are non -friable usually remain non -friable in their current condition; however, they may become friable during renovation or demolition activities. These materials must be removed prior to activities that will render them friable including (drilling, sanding, grinding, or cutting). Removal is recommended before renovation or demolition unless minimal or no breakage is reasonably achievable. Removal of non -friable ACM must be performed by trained personnel according to procedures outlined in current regulations. Removal activities must be completed in compliance with the OSHA Asbestos in Construction standard 29 CFR 1926.1101 as a Class II work operation, which includes engineering controls and monitoring. Some landfills allow the materials to be disposed with construction debris; however, the waste hauler and landfill must be notified that they are receiving a Category II non -friable asbestos material. If the material is removed as an asbestos removal project it should be disposed of as non -friable asbestos waste. Work Plan for Removal FEI recommends completing a Work Plan prior to renovation which outlines ACM to be removed, work procedures and disposal requirements. 4.5 Other Regulations Any vehicle used to transport ACM waste must have identifying markings during loading and unloading, and all containers of ACM waste must be labeled with the name of the waste generator as well as the location from which it is coming. 5.0 LIMITATIONS This report describes the installed locations and conditions of ACM identified in the facility during the inspection. FEI represents that our services are performed within the limits prescribed by applicable regulations and in a manner consistent with the level of care and skill ordinarily exercised by other professional consultants under similar circumstances. No other representation is made to the client, expressed or implied, and no warranty or guarantee is included or intended. This document is not intended to be used as a bid document for the removal, repair, encapsulation, enclosure, or Operations and Maintenance (O&M) of asbestos containing materials. Foothills Environmental, Inc. can prepare asbestos abatement specifications, scope of work, project design, and bid documents for this project at the clients' request. This document describes the locations and conditions of ACM identified in the facility during the inspection. All reported material quantities herein are approximate and should be verified by any contractor. This report is limited to the scope of work identified in this report and should not be construed to represent anything outside the scope of work. Prepared by: Nicolas Vasquez, CHMM Technical Services Manager CDPHE Asbestos Inspector #22566 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 Appendix A Sample and Materials Locations Drawing SAMPLE LOCATIONS DRAWING Non -ACM Sample Location ACM Sample Location North --> 10 Morningside Drive Wheat Ridge, Colorado 80215 (not to scale) FEI Project#AS20044 I Date:3/16/20 I Figure Approved by: NV Drawn By: BCW 1 -Foothills Environmental, Inc. 11099 W 8th Avenue Lakewood, CO 80215 MATERIAL LOCATIONS DRAWING � ACM Stipple Brush Texture on walls North — > 10 Morningside Drive Wheat Ridge, Colorado 80215 (not to scale) FEI Project #A520044 I Date: 3/16/20 Aooroved bv: NV Drawn Bv: NV Foothills Environmental, Inc. 11099 W 8th Avenue Lakewood, CO 80215 Figure 2 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March / 6. 2020 Appendix B Laboratory Results Reservoirs Environmental, Inc Effective Apnl 02, 2018 Reservoirs Envimnmenlal QA Manual Q:\QAQC\Leb\Reservoirs Environmental QA Manual.doc REI Reservoirs En vironmen taI Inc. T_ ' March 16, 2020 Subcontractor Number: Laboratory Report: RES 458952-1 Project #/P.O. #: 10 Morningside Dr Project Description: 10 Morningside Dr Ben Wilson Foothills Environmental, Inc. (Lakewood) 11099 W. 8th Avenue Lakewood CO 80215 Dear Ben, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 458952-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, by Ryan Shilling Jeanne Spencer President P. 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U O m O > f N U N n a n U H z w m F a W U U Q C O z c Z U 2 w /a co U) U 51 m 10 Morningside Drive - Kitchen Limited Asbestos Inspection,for Renovation AS20044 — March 16, 2020 Appendix C Photographs r j.. Sample: MS-CDWOI-01 Result: 3% Chrysotile in texture AS-tfiev� r� Sample: MS-CDWO1-02 Result: 3% Chrysotile in texture Sample: MS-TEX01-02 Result: 3% Chrysotile in texture Sample: MS-TEXOI-01 Result: 3% Chrysotile in texture Sample: MS-TEX01-03 Result: 3% Chrysotile in texture 10 Morningside Drive - Kitchen Limited Asbestos Inspection for Renovation AS20044 — March 16, 2020 Appendix D Certifications ism C41 to (f, �}r rf 1l}1 fid Jll 11tER`(l},i l �t \t 4�1t .�ttY a' 1 511 cn } (t Cc CdrZ O s a :`���`i�i� �� t��r���"i-1 � •� Q � tit -. t• mr'�t:!+f���������f)�37)7t�'��ifl����f3:;),i1� f ,� •O v� � � i :t�, al trij't�l[:�*}��itcf"li"k�t�/�rr�l�,�' d`�jC�t"'��/��(���r' y� '^I .'F' � �+ t •x '�' � t_. (t»-. td [.•..�.�affifs�t�t-t�f {q t 14,11 ,�t�l I!{t'±a. � .,—i }"y tiR1 �� � � F� f nj a) - fu 11 :3 1-1 u Ln C Nc LO 0) NN (N > CD co E 0 < o U — 0 Z Ln LnLn M — > > Ln m Ln < ai C m 0 _0 m 0 u 0 'E LL C) U UJ -C N U .I V: m Ln Cl co co m W-1 0 MIJ m 6 4-J _0 a) z _0 0 V) (U 4-J m u u LI) 0� 0 U z 0 z 6 Z Qj 41 u 0 Ln c M -E 9 a) r u N w Freund/5pringer Kitchen "w ra� �a a ram �t -- ^vow�Z`� Cx 9/// N Client: Terri Freund & Scott Springer 3 Zn m 10 Morningside Drive Wheatridge, CO 80215 C1. Demo wall & Raise floor per engineering. C2. Tile supplied by owner installed throughout kitchen. C3. Infill existing windows & repair siding to match existing. P1. Relocate gas line for new range location. P2. Install new owner supplied kitchen sink & existing location. H1. Install new downdraft to range. H2. All existing HVAC to remain. E1. New track lighting exposed at kitchen locations. E2. New Outlets with Arc Faults per code. S,C� TILS S1��ET Rok AD1D)PQA4c City of COM 12A' aoltZL" EPTF CW heatd NMMET City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge Rough Framing and Wood Requirements 3 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. 4 Fire blocking shall be installed to cutoff all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 5 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 6 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 7 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 8 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self- closing device and all combustion air is taken from the outdoors. (IRC G2406.2) Electrical Requirements 9 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 10 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 - inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 - inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 11 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 12 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 13 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 14 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C One on each additional story including basements. 15 Interconnection of all new and existing smoke alarms shall be required on interior remodels and additions, or when one or more sleeping rooms are created or added. (IRC R314.3.1) Physical interconnection shall not be required where listed wireless smoke alarms are installed and all alarms sound upon activation of one alarm. (IRC R314.5) 16 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. CO alarms must be listed by a nationally recognized, independent lab. Non affixed CO alarms are allowed if it is plugged into dwelling's electrical outlet and has a battery backup. Co alarms may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC 17 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) Plumbing Requirements 18 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51bs of pressure for 15 minutes. 19 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 20 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 21 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 22 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. (N 1103.2.1) Wallboard Requirements 23 Nail spacing for gypsum board % gypum board Ceiling 16oc, 7", nails 12", Type S screws '/2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7nailsI2"spacing, screws 240C 8". 7500 W. 29Th Ave Wheat Ridge, Co 80033-8001 10 Morningside Drive Wheatridge, CO 80215 C1. Demo wall & Raise floor per engineering. C2. Tile supplied by owner installed throughout kitchen. C3. Infill existing windows & repair siding to match existing. P1. Relocate gas line for new range location. P2. Install new owner supplied kitchen sink & existing location. H1. Install new downdraft to range. H2. All existing HVAC to remain. E1. New track lighting exposed at kitchen locations. E2. New Outlets with Arc Faults per code. ' 9 Freund/Springer Kitchen w> MAFA a < CPa o� V Client: Terri Freund & 5cott Springer 3 s Z� m u� See detail 3 cutting exis Level 1 Demolition Plan 1/4" = 1'-0" Contractor responsible for stair design. Do not modify existing or new structure without writt consent of engineer. Z> Q N Cl) O oo O J N J O N N U T 3 U)''L^^ XO 00 J ;= N Attach 2x10 ledger with (4) 16d (0.162"0 x 3-1/2") at each stud (16" on center minimum) LU28 hanger at each joist — Use 10dx1.5" nails (0.148"x1.5") at joist and ledger 2x4 kicker at 45° — spaced at 16" on center with (5) 16d at each end Leave 6" minimum of existing joist to form a nailer for the kicker Add Blocking between each existing joist 1 I West End Bearing Detail S0.0S0.0 3/4" = V-0" at full scale 6" 2 Detail at mid point S0.0 S0.0 1 3/4" = V-0" at full scale Lx4 Kicxer at 45" spaced at 16" Dn center with (5) 16d at each end. Alternate side of beam kicker is on Splice joists over beam supported wall 2x blocking between each joist 2x4 Stud wall with single 3ottom plate, double top Slate, and 2x4 at 16" on :enter aligned with joists above L/2"O threaded rod at 16" )n center welded to top of existing beam 2x4 kicker at 45° spaced at 16" on center with (5) 16d at each end 2x10 rim joist 2x4 adjacent to each existing joist (16" on center maximum spacing) with double top plate on top of wall. Nail each stud to existing joist with (5) 10dx3" nails LU I 2x10 blocking in existing joist bays Level 1 Framing Plan 6" Contractor to confirm joist is continuous ng point. 1/4" = 1'-0° N tify e gineerrimmeadiately f not the case. Squash block under new stud above 3 East End Bearing Detail S0.0 S0.0 3/4" = V-0" at full scale Wood Notes 1. Material Types A. Dimensional Lumber a. Dimensional lumber noted out on plan as 2x6, 4x4, etc. b. Contractor to use lumber that has been cured or kiln -dried and delivered to site with a maximum of 19% moisture content. c. Unless noted otherwise, all dimensional lumber to meet or exceed the minimum design values of the species listed below per the current edition of the National Design Specification for Wood Construction. • Sill plates, Use either: 1. Redwood Heart No. 2 2. Southern Pine No.1, preservative treated (aka pressure treated) in accordance with AWPA U1 • All other framing members: Hem -Fir No. 2 d. All cut faces of Preservative Treated wood, including sill drill points, to be retreated with approved field applied preservative. B. Engineered Lumber a. Engineered lumber noted on plan as LVL, LSL, TJI, or PSL. b. Unless noted otherwise, Engineered lumber shall be manufactured by iLevel (Boise, Idaho) c. All LVL members on project to meet or exceed the following design stress capacities • Modulus of Elasticity(E).......................................... 2,000,000 psi • Flexural Stress (Fb).....................................................2,600 psi • Compression Perpendicular to Grain (Fcl)... 750 psi • Horizontal Shear Parallel to Grain (Fv)............ 285 psi • Equivalent Specfic Gravity.......................................0.50 2. Structural Members A. Beam and header Callouts a. Beams and headers are to be of the sizes called out on plan, notes, or details b. Beam Position • (Flush) = Top of member matches bottom of floor sheathing • (Dropped) = Top of member matches bottom of joist framing members • (##'-##") = Top of member elevation in refernece to project datum c. Support Condition • (#)T = Number of Trimmer Studs • (#)K = Number of King Studs B. Columns a. Columns are to be at least the size called out on plan, notes, or details. b. Columns are to match the width of the member framing into it. c. Squash blocking is to be added to ensure columns are to continuous to foundation or transfer girder. C. Wall sheathing a. All exterior faces of framed walls to be sheathed with 7/16" minimum thickness, unless noted otherwise. b. Attach sheathing to wall framing with 8d nails at 6" on center at edges and 12" on center in field, unless noted otherwise. c. All interior faces of framed walls to be sheathed with an minimum of 1/2" thick drywall. D. Diaphragm Sheathing a. Roof sheathing to meet a minimum span rating of 24/16 per APA - The Engineered Wood Association ratings. b. Floor sheathing to meet a minimum span rating of 48/24 per APA - The Engineered Wood Association ratings. c. See Plans for minimum thickness of sheathing. d. Attach sheathing to framing as follows • Glue sheathing to framing with construction adhesive. Coat full width of framing members prior to laying sheathing. Follow all manufacturer's reccomendations for open working time. • Nail with 10d nails at 6" on center along edges and 12" on center in the field. 3. Connections A. All metal connections and dowel type fasteners in contact with pressure treated lumber are to be hot -dip gavlanized. B. Dowel Type Fasteners a. Screws are to be wood screws of size provided on plans or details b. Nails to be common nails unless noted otherwise, and shall match these dimensions: • 10 penny (10d), 0=0.148", length=3", • 10dx1 1/2", 0=0.148", length=1 1/2" • 16 penny (16d), 0=0.162", length=3 1/2" C. Pre -manufactured metal Connectors a. All hangers, clips, straps, ties, hold downs, and the like are to be manufactured by Simpson Strong -Tie (San Leandro, California) b. All proprietary connectors shall be installed per the manufacturers requirements. City of ��MMwhcat Fridge APPROVED Review for ode Compliance j, -%-1V - Plan Examiner Date l MWkV of aerm8: The'ssuance of o p&,,Wf or opproval of pons spec4kaMM and computations sholl not be o permit/or, or on approval of, ony violation to any of the provisions of the burkfing code or of u4W Chy ordAmors. Rem to pnsumlAg to give outhorlty to violate or carol the provisions of the I, $A code or other ordinances of dw cny shall not be %dict. Design Criteria 1. Codes and Standards • International Building Code 2012 2. Gravity Loads A. Dead Load .................................. 20 psf (Includes 10 psf for Tile) B. Live Load....................................40 psf C. Snow Load ................................. Not applicable since interior work only is shown on these plans 3. Lateral Loads do not affect the alterations shown herein. The alterations shown here in do not affect the lateral load capacity of the structure by more than 5%. General Notes 1. Use of Drawings A. Do not scale drawings B. Contractor to request information if a discrepancy is found between the plans, details, and general notes. C. Details noted as typical are intended to be applied to all similar conditions even when not specifically noted as applicable to an area. 2. Existing Conditions A. Contractor may discover existing conditions not shown or different than shown on these documents. Contractor to notify the design professionals of these conditions such as: a. Dimensions of existing items shown on Construction Documents. b. Unsound or deteriorated existing items c. Unstable conditions B. Discovered conditions are to be evaluated and, if necessary, corrective measures designed by the design professionals on the project prior to contractor continuing work. C. Contractor is to provide all information necessary to the design professionals for evaluation and correction of the discovered conditions. 3. Temporary Conditions A. The Structural System shown in the Construction Documents is designed to act as a completed unit. The Contractor is to provide all temporary bracing and shoring that is required to complete Work in a safe manner. 4. Submittals A. Contractor to acquire written approval from the Design Professionals for all Substitutions prior to submitting Submittals for review. B. Provide Submittals for the following a. Stair assemblies b. Manufacturer specific proprietary material and elements specified in the Construction Documents. Including but not limited to • Construction epoxies and adhesives • Mechanical anchors or fasteners C. Submittals are to be prepared using the latest revision of the Construction Documents. D. Submittals are not to include reproduced Construction Documents, in part or in whole. 5. Nonconforming work A. Contractor is to notify the Design Professionals of completed Work that does not conform to the Construction Documents. B. Contractor to wait for Design Professionals approval prior to beginning corrective work. C. Contractor to compensate all Design Professionals for time and expenses incurred to evaluate and design repairs for nonconforming work. 6. Contractor Responsiblities A. Contractor to aquire all Construction Engineering required to complete Work. Construction Engineeering may include but is not limited to: a. Evaluation and design for accomodating construction loading: • Bracing of walls for wind, seismic and soil loads prior to structure completion • Shoring to support equipment, materials, and existing structure b. Surveying procedures to ensure construction tolerances are met. B. Contractor to comply with all OSHA standards. C. Contractor to coordinate the Structural System shown herein with the architectural, electrical, mechanical, and other drawings. Do not modify the Structural System in this coordination unless written permission is given by the Structural Engineer. Fastening Schedule Building Element Fastener type and number Blocking between joists, rafters, or trusses to top plate (3) 10d per block, toe nailed Joists, rafters, or trusses to top plate (4) 10d per joist, toe nailed Roof rafters to ridge or valley members (3) 10d per rafter, toe nailed Stud pack 10d Common at 8" on center, face nail each stud, stagger adjacent nail patterns by 4" Built-up header (double 2x header) 10d common at 16" on center face nail top and bottom both faces, stagger opposite sides Double top plate 10d at 8" on center, face nailed Double top plate splice (10) 10d nails each side of end joint with a minimum of 24" splice length, face nailed Bottom plate to joist, rim, or blocking (2) 16d per 16" stud pocket, face nailed Top or bottom plate to stud (3) 10d, toe nailed or (2) 16d face nailed through max 2" single plate Rim board to joist (3) 10d, face nailed through rim to end of joist See Table R602.3(1) in IRC2018 for fastening requirements not shown here PCOVI DE GAS' UNr Tb Vel �y S1 Z� WIeV_ `TO 0DMP(,Y I10M►C'Tl2C `TO g�lc.IJfN fr- 11��5!�€�'J"�I OF (�' Lt fV tE t"--02 ►2E LnCAil o l�! O Wr-I if- 2012- ) i26 Zoll NLcC- COLOW O PLUM 6//V (r 00D E On ti r IL A O O ■P=4 0 N mm .O Ma 11 O �Z N 11111NOW T__ 0 Z o�N \ ■ P=4 O � �v •_mss -4 opo �-4 as A C Z C N O O O ■P=4 oZ ZLA N mm 0 O Ma Zr �Z N W ♦� n O Z as A C Z O O ■P=4 N N V Piz N O J \ ■ P=4 O � V1 N � A y0 .d O v a •a U ~ O � .0 as A C Z 0 J 3 Q c C0 �0 O N N O N J \ O � V1 C c� inU a [� O 45 o I z 0 a 1 U) 0 J 3 Q c C0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ... Inspection Type: Job Address: 'it) Permit Number: d ^,r ❑ No one available for inspection: T4j; j--AI�PM Re -Inspection required: Ye� M No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co, uslinspectio Date: Inspector 04 ®O NOT 14EMOVE 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: (-) ) - �i v Job Address: 1® M,nye Pi #_ �- Permit Number: ;41� j Cl o 9 i ❑ No one available for inspection: Time = 0 1 AM/19 Re -Inspection required: Yes (50) When corrections have been made, call for re -inspection at 303-234- Date:- 11 S— I Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'�"l Job Address: Permit Number: ❑ No one available for inspection: Time OPM Re -Inspection required: Yes-<_ No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date:–/ i • I ) 11 Inspector: — DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: . f - C. Job Address: t '" al Permit Number: -21251 ❑ No one available for inspection: Tinte- Re -Inspection required: Yeo When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection" _ Date: Inspector: i 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 LS Inspection Type: ,�*g,,-J 1� Job Address: i<-> Permit Number: Q r->)� ❑ No one available for inspection: Time Re -Inspection required: Yes^ When corrections have been made, call for re -inspection at 303-234-5933 Date:_ � -11'� 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: +` Job Address: t' e+��1 `�• �_ Permit Number: ❑ No one available for inspection: Re -Inspection required: Yes -; When corrections have been made, c,$ll fpr re -inspection at 303 -234 - DME03-234- Daf��` Inspec *** City of Wheat Ridge Residential Remodel PERMIT - 201901697 PERMIT NO: 201901697 ISSUED: 08/19/2019 JOB ADDRESS: 10 Morningside Dr EXPIRES: 08/18/2020 JOB DESCRIPTION: Bathroom remodel - relocated tub, bring electrical and plumbing up to code, (303)868-4633 new finishes - 420 sq ft total MALDONADO PLUMBING & SEWER SVC *** CONTACTS *** OWNER (303)921-7649 SPRINGER SCOTT GC (720)412-6772 DAVID DURAN 170312 DW GENERAL CONTRACTORS SUB (303)994-0751 ERIK SANCHEZ JASON FIRSH 190234 N2H ELECTRICAL & SIGN SUB (303)868-4633 JOSE MALDONADO 140150 MALDONADO PLUMBING & SEWER SVC SUB (303)868-4633 JOSE MALDONADO 140150 MALDONADO PLUMBING & SEWER SVC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,200.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 340.20 Permit Fee 315.25 ** TOTAL ** 860.36 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201901697 PERMIT NO: 201901697 ISSUED: 08/19/2019 JOB ADDRESS: 10 Morningside Dr EXPIRES: 08/18/2020 JOB DESCRIPTION: Bathroom remodel - relocated tub, bring electrical and plumbing up to code, new finishes - 420 sq ft total 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 enm�t. I fort ttest that I am legally authorized to include all entities named within this document as parties to the work to be perfo�ned an at 1 work t e performed is disclosed in this document a l/or its' accompanying approved plans and specifications. na%yof OWNER or CONTRACTOR (Circle one) bate 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. 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. 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and s ecific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of alFre uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any appli le code or anyloidinance 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 R 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: perm its(c-)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: U � l Plan/Permit # qq� 9 � Plan Review Fee: ov 9I Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: r V)". Property Owner (please print): ��,t � S 12C� nr. e r- -;-g rrt' Phone: 3- (E2',4 L:214,119 Property Owner Email: t e tr n �' l� �,,,,c�s, A/o� Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng I neer E-mail: Phone: Contractor Name: T)\A� G Q -AQ, ('G, City of Wheat Ridge License #: 1`7d -Phone: Z2 l2 — 7� Contractor E-mail Address:VVv fc..n G-51-) For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 1 )Gist; d 0 LJ 11 a wl Phone: L774 CONTACT EMAIL(p/ease print):_b .1 ly (` c. , n (� I t,) Q d �l rY� V� ar_4 a ,r 9 _ 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 ❑COMMERCIAL highlighted fields, if applicable. ESIDENTIAL 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. �G'T��fOG N CC mo Nem to cGAC' +"b �_�,r'e.'�L(JPJV0--A6kf1S - Sq. FULF BTUs Gallons Amps _� Squares �- For Solar:. \ -Z Kw # of Panels _00Requires 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) Gd /�" �0G' 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) (CONTRA r ( D REPRESENTATIVE) of (OWNER) )(CONTRACTOR) Signature (first and last name): DATE: (� ` Printed Name: l/G, v ✓�'.�o, n DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEP A NT OMME TS: Reviewer: glc�l� PUBLIC WORKS COMMENTS: Reviewer: (C -)D Building Division Valuation: 6 City of Wh6at�dgC 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 ermit issuance. dres l x 01 l , 6) Project Ad s.� D Permit #: /N6 Rl�� K� S � � c l General Contractor: . Electrical Sub -Contractor i S. N Company Name: %y o2 /'1 E) eziyc wl Phone #: 3 03 " 9,9 J' State License #:-d 10 1,3 S ` Master #: 00 Zq ) Sot Wheat Ridge License #: (required field) Signat re Authorized Agent Date Plumbing Sub -Contractor / /' c - Company Name: ��% L�JCT :� I pl ��y Phone #• � � j - ` 6 Y- 1/6, 3 State License #: Master #: 1� Wheat Ridge License #: i O JICV (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name:Mal�-j?CL (. 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"Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Ltalll-She4gng Mid -Roof J� PJCQ-- ie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Zo (1 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather It- 20I -)U 6CI5 11 160 an OUcastle' September 19, 2017 Mr. Jake Miller Fortress Roofing Corp. 219 Katie Lane. Golden CO. 80403 Re: 10 Morningside Drive Wheat Ridge, CO DearJake, Upon visual inspection of the fully adhered Carlisle SynTec 60 -mil fully adhered TPO membrane roof system on the residential house at the above referenced address, please allow this letter to certify that the TPO membrane installation, flashing details and associated workmanship are 100% compliant to the published specifications and details of the membrane roof manufacturer. Please do not hesitate to contact me if you have any questions. Regards, Gregory Ham Allied Building Products I Commercial Sales Manager - Great Plains Region 5252 Sherman Street Denver, CO 80216 greg.ham@alliedbuilding.com I Ph: 303.296.22221 Cell: 303.717.1754 City of Wheat Ridge " Residential Roofing PERMIT - 201706695 PERMIT NO: 201706695 ISSUED: 08/29/2017 JOB ADDRESS: 10 Morningside DR EXPIRES: 08/29/2018 JOB DESCRIPTION: Residential Re -roof rolled roofing-TPO/EPDM with 45sq PITCH IS 1/12 *** CONTACTS *** OWNER (303)202-9474 SPRINGER SCOTT SUB (970)313-6866 Jake Miller 170123 Fortress Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION; 4:1,221.67 FEES Total Valuation 0.00 Use Tax 865.66 Permit Fee 637.55 ** TOTAL ** 1,503.21 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201706695 PERMIT NO: 201706695 ISSUED: 08/29/2017 JOB ADDRESS: 10 Morningside DR EXPIRES: 08/29/2018 JOB DESCRIPTION: Residential Re -roof rolled roofing-TPO/EPDM with 45sq PITCH IS 1/12 I, by my signature, do hereby attest that the work to be performed shall comply withal I 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 thispermit and perform the work described and approved in conjunction \vith thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all oink to be erformed 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. 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 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 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 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. FORTRESS ROOFING AUTHORIZATION TO PROCEED -1� � 4 Customer Name: o� S p r , r� Ci P r o i f - ci c.1 Phone Number: Property Address: 1O (y)oro, r4D "f 7r Ciry: , k('ctt State: LU Zip: � 0 IJi u The work that I am agreeing to does not involve my insurance carrier. I am fully aware that Fortress Roofing Corp. is an independent company working for me/us, not the insurance company or adjusting agency. %i Fortress Roofing Corp. and my insurance carrier may meet to discuss the scope of damage. I agree to retain Fortress Roofing Corp. if insurance coverage is extended. You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, Fortress Roofing Corp. is entitled to retain payments or deposits to compensate Fortress Roofing Corp, for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. Fortress Roofing Corp. cannot pay, waive, rebate, or promise to pay, waive, rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work,on your property. �i Fortress Roofing Corporation will complete the work for the amount of my insurance carrier's estimate, including any supplemental payments allowed (ie. Permit cost, etc.). I, as homeowner/Property Management company will he responsible for paying the policy deductible. v Unforeseen items will be discussed and billed accordingly. If plywood is needed to provide a solid surface prior to installing shingles (building code). Fortress Roofing Corp. will notify homeowner immediately if there are additional layers of roofing or unforeseen damages that need to be addressed. If there is a code item needed that is not covered by my insurance company, I agree to pay for the item out of pocket. �I ' Property owner is aware that any siding that is within 2 inches of the existing shingles may need to be trimmed to have new flashing ins�d. All reasonable care will be taken to minimize any damage to the siding or paint however homeowner is aware that damage may occur and will be at the owners expense for any needed repairs. Fortress Roofing Corp. shall hold intrust any payment received from you until Fortress Roofing Corp. has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Any unpaid balance will be due upon completion of the work. I acknowledge that any unpaid bills, outstanding for a period of thirty (30) days from the final billing date, may be subject to a Mechanic's Lien, with Fortress Roofing Corp. being entitled to recover all costs of collections, including reasonable attorney fees. All past due balances should be subject to a finance charge of 24% per annum. Regardless of delays in inspection by the associated permitting jurisdiction, payment is due upon completion of the job. Fortress Roofing Corporation carries workers' compensation, automobile and commercial general liability (bodily injury and property damage) insurance. A Certificate of Insurance identifying our insurance carrier and the types and amount of the coverage and our insurance contact information is attached or will be provided to Customer and is incorporated herein by reference and should be considered as part of this contract. I have read, understand and agree to the terms of "How to Prepare for a Re -roof Project" Form. Shingle Manufacturer: ) t% Type:�G9 M. �i ( ( Color: w � � - Class #: Drip Edge Color: Amount Due at Job Start: 217 J � Total Contract Price: 261- Homeowner Upgrade Costs: _�s Insurance Company:�Lr r �� Permitting Jurisdiction: Claim #: J U 127127 5'7- - 7 Agree &Authorized by: �'�_k_: '-- �-� � �i �_ <_-t..` ,- �_4-�� Today's Date: � � �--�1- Company Representative: Dan Schultz V From: no-reply@ci.wheatridge.co.us Sent: Friday, August 25, 2017 12:14 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? + '� How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 10 Morniside Dr. Property Owner Name Scott Springer Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 303-594-2412 Field not completed. Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes Springer Contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Fortress Roofing Corp. 170123 970-313-6866 219 Katie Ln Golden CO 80403 Contractor Email Address jake2720@gmail.com Retype Contractor Email jake2720@gmail.com Address DESCRIPTION OF WORK TOTAL SQUARES of 45 the entire scope of work: Project Value (contract 60,628 value or cost of ALL 411221, G7 R materials and labor) Are you re -decking the No roof? Does the scope of the Yes project include a flat roof (less than 2:12 pitch)? 6 How many squares are 45 part of the flat roof? Describe the roofing TPO material for the flat roof: Type of material for the TPO/EPDM flat roof: Does the scope of the No project include a pitched roof (2:12 or greater pitch)? Provide any additional 1112 detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Jake miller Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Inspection Division (303) 234-5933 Inspection line _��9rBuilding (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Aocl tJA(— JobAddress: Permit Number: ❑ No one available for inspection: Time J.'51 AMU Re-Inspection required: Yes No When corrections have been made, call for re-' ection at 3 -234-5933 Date: q/)Q (� 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: N if) Job Address: 10 Moawl tuC�rSr OE Prz. Permit Number: �zd l�f�lol0`�'1 S VL11--�IC57t:;1 10 semMN w L) No one available for inspection: Time 1 A PM Re -Inspection required Yes No When corrections have been made, call for re-iltppection atJO3*34-5933 Date: 61 0- /?_ Inspector: DO NOT REMOVE THIS NOTICE I m m wi�C ge 'w COMNAUNrry DEVELOPME Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 In I 1 zmmmmmm •� STRUCTURAL DESIGN CALCULATIONS by JOHN CALVERT, P.E. rs APPROVED Subject to Field Inspections Wheit Ridge BUilding Dept, Date 1z Signedl-1 m"m checker WyMmm M-mml� 11ECC, & 2005 NEC. SolarCity, Inc. MU WAam ge". tym 888-765-2489 OWNER: J Springer, Scoff 10 .- . d,w at i, CO. 80215 303-594-2412 SolarCity, Inc. 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 Digitally signed by John Calvert Date: 201 2.07.'1 15:52:52 -06'00' 6/29/2012 802574 - Springer.x1sx 3055 Cleamiew Way San Mateo, CA. 94402 M8M, -SOL -CITY f765-24M � wwwsolarcityxom Calculations by A Reviewed by JAI 'I Njk A J m 6/29/2012 802574 - Springer,xlsx Wind 3 mean roof height, ft Exposure Category Importance Factor (1 for residential) Roof Shape Panel Tilt (degrees) Roof Zone Al Pd (downforce pressure) = Pu (uplift pressure) = •. * 9.5 3 35 60 TRUE Yingli YL240P-29b Amax (sq. ft) = O.S*L*X L (length of panel in ft. perpendicular to rail N/A X (distance between standoffs in ft,) 7,00 Y (distance between standoffs in ft.) ZOO Amax = 14.00 DIL (lbs/sq. L (length of Yingli O* 's modules) 5AI W (width • Yingli YL240P-29b modules) 3,25 Mm (weight of Yingli YL240P-29b modules) 4100 Mh (weight of hardware per module) = 2917 W IMOMFJNM�T� qh = 15,23 From Figure g.-I _9A Cn (down) = 0,40 Cn (uplift) = -1,45 Erom _65.8.1 G = O 85 au t�� 6/29/2012 802574 - Springer.xlsx X-Y DL 4 Module Make & Model: Yingli YL240P-29b Panel Configuration. Rows in Portrait k� = 26 Quantity of Yingli YL240P-29b modules L = 5.41 ft Length of one Yingli YL24OP-29b module Wmod 125 It Width of one Yingli YL24OP-29b module A. 1758 sf Area of one Yingli YL240P-29b module WtM.d 43,00 lb Weight of one Yingli YL24OP-29b module DL 145 psf Unit dead load of Yingli YL240P-29b modules Upper Rail Make & Model: Upper Rail Configuration: Wt,,pp,.,,,,w = 0.68 pff Base Rail Make & Model: Base Rail Configuration: Wtbasexait = 1.90 pif Stand-off Make & Model: Wtstandoff = 1 .75 lb SolarCity Std. Rail Y-Y Upper rails running in Y-Y direction Unit weight of upper solar mounting rail, pit Kumar Strut - N-200 Channel X-X Base rails running in X-X direction Unit weight of aluminum base rail, plf SolarCfty L Foot Unit weight per stand-off assembly 0 = 9,5 deg Tilt of panel system from horizontal ..... = 9.5 deg Slope of roof mounting surface h min = 035 ft Least panel height above roof surface (vertical dimension) h max = 0,75 ft Greatest panel height above roof surface (vertical dimension) h = 0,75 ft Mean panel system height above roof surface (vertical dimension) LY-Y 21,65 ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lh,Y-Y = 21.36 ft Horizontal projection of array length in Y-Y Direction SY-Y 2.00 ft Standoff spacing in Y-Y Direction N,'Y_Y = 11 Number of standoffs in Y-Y Direction L = 22,74 ft Array length in X-X Direction 7,00 ft Standoff spacing in X-X Direction Number of standoffs in X-X Direction 6129/2012 802574 - Springer,xlsx X-Y DL 5 A,,Ystem = 492 sf Gross area of solar PV system Amodulas = 457 sf Net area of solar modules only NupperraA = 14 Number of upper solar mounting rails Lupper.rad 303 ft Approximate total length of upper solar mounting rail Nbase.rail = 11 Number of base rails case ad = 250 ft Approximate total length of base mounting rail N s t an d o ff 44 Number of stand-off assemblies Length or Unit Component Component Quantity Weight Weight, lb Solar Modules 26 x 4100 lb 1118 Upper Solar Mounting Rails 303 ft X 0.68 pit 206 Base Rails 250 ft x 1,90 pif 475 Stand-off Assemblies 44 x 1.75 lb 77 . x _10 ftsit Moo klftro3 1 794 h' d4457cm'I =",. 3M ftwft (5.55 � k a - - a 940 M "4 x „ 4 4rt (2332 c N s 0 in (19 * , # - 12 CA (, A4 mm+ Iw, 4,40044'9` 145,7 Vfr „ 1, 407 in 08, 1 . ) A` ;. a -. OXIS k? (A, x) "i - 12 CA � ) . x _10 ftsit Moo klftro3 1 794 h' d4457cm'I =",. 3M ftwft (5.55 � k a - - a 940 M "4 x „ 4 4rt (2332 c N s 0 in (19 * , # - 12 CA (, A4 mm+ Iw, Vfr M. A` A w: d� W ( W am'I "i y a,? - " (134 c r °`0.6 (44,3 ay 4,a 0 M W 7A ) 0284 (A.r ) . . x _10 ftsit Moo klftro3 1 794 h' d4457cm'I =",. 3M ftwft (5.55 � k a - - a 940 M "4 x „ 4 4rt (2332 c N s 0 in (19 * , # - 12 CA (, A4 mm+ PRODU WITH 114TEGRITY a,? IN Ill Ilmoll PRODU WITH 114TEGRITY 6/2912012 802574 - Springer.xlsx Roof DL 7 DETERMINATION OF DEAD AND LIVE LOADS: Vaulted MPs DEAD LOAD Element Materials Wt. (psf) Roof: Built Up Roof 5,00 Roofing Paper 0,50 112 in. Plywood or OSB 1,50 4 x 8 @ 36 in. o.c. 2.35 Insulation 1.50 2x T Decking 3,00 Miscellaneous 115 15,00 Roof Pitch 2:12 1,014 Dead Load @ Roof Pitch = 15.21 Wmm LJv k 5o COMPANY PROJECT Solarcity 802574 Cal AEU Section A - MPI - Upper Bearn.wwb June 29, 2012 09:57 Load Type Distribution Pat L ocation [ft] Magnitude Unit Shear fV = 385 tern Start End Start End = O 32 DL Dead Full Area Fb' - w 15.00 (36.0)* psf SL Snow Full Area 933 Bearing: 30.00 (36.0)* Psf PV Dead Full Area 433 L/180 4.10 636.0-_ps�f 433 -I'L4"Laucily wluk�fl tan) It Arx Im - �nf.crored: Anal sis value nf-qian Value Dead 385 Shear fV = 385 Other 547 fv/Fvl = O 32 S47 Factored. 1110 Fb' - w - Total 933 0.29 = L/505 933 Bearing: - O.48 -- 2,50 - Fltheta 433 L/180 1.00 433 Load Comb #2 #2 Length 0.62 0,62 CI Lumber-soft, S- -F', No.I/Nol,W" Roof joist spaced at 36" c/c; Pitch: 2.0/12; Total length: 12'-4'; Self-weight of 5.13 if included in loads; Lateral support: top= full, bottom= at supports; I Criterion Anal sis value nf-qian Value FACTORS: F/E CD CM Ct Shear fV = 49 FV' = 155 fv/Fvl = O 32 Bendirl fb = 1110 Fb' - 1308 fb/Fb = 0,85 Live DeflIn 0.29 = L/505 0.62 = L/240 1.00 O.48 Total Defl1n 2,50 - L/296 0.82 = L/180 1.00 0,61 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL OF Cfu Cr Cfrt Ci Cn LC4 FV1 135 1.15 1.00 1.00 - - - - 1100 1100 1100 2 Fbl+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1,00 2 Fcpl 425 - 1.00 1.00 - - - - 1,00 1.00 - E' 1.4 million 1.00 1.00 - - 1.00 1.00 2 Emin 0.51 million 1,00 1.00 - - 1100 1.00 2 4�11 P DESIGN NOTES: 1, Please verify that the default deflection limits are appropriate for your application. 2. Sawa lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1 3. SLOPED BEAMS: level bearing is required for all sloped beams. (0)WbodW6rks 'COMPANY iolarCity — Calcs AEO Distribution Ai" so"*Wowwo"004N Magnitude 'TROJECT 902574 R I- Load Type Distribution Pat- Location (ft) Magnitude Unit fv Dead FV' - tern Start End Start End Bending(+) DL Dead Full Area NO fb /Fb' - 15.00 (84.0)* p'f SL Snow Full Area Yes fb, /Fb' = 30.00 (84.0)* Pet PV Dead Full Area No Total 4,10 (84.0)* f T-2,5' W M M Unfactored: Ana3µsic Value iiesi n Value al sis/De ' Shear fv Dead FV' - 155 fv/FW = 866 Bending(+) fb = 106 Other 1308 fb /Fb' - 0.07 1341 fb = 678 292 Factored: fb, /Fb' = 0.52 Deflection: Total Intex Live -0.01 = 2207 0.20 = L/240 398 Bearing: Total -0.01 = <L/999 — L/180 — FItheta 0 L/544 0.32 = 433 0.22 433 Load Comb #0 O 43 = L/90 #2 0.26 #4 Length 0.00 1.08 0150* Cb I 0.001 1.35 1.00 W&MIUMMIMUM Lumber-soft, S-P-F, No.I/No.2,4x8" Roof joist spaced at 84' c/c; Pitch: 2,0/12; Total length: 7'-3.2"; Lateral support top= full, bottom= at supports; I Criterion Ana3µsic Value iiesi n Value al sis/De ' Shear fv 54 FV' - 155 fv/FW = 0,34 Bending(+) fb = 86 Fb' = 1308 fb /Fb' - 0.07 Bending(-) fb = 678 Fb' = 1302 fb, /Fb' = 0.52 Deflection: Intex Live -0.01 = <L/999 0.20 = L/240 0,04 Total -0.01 = <L/999 13.27 = L/180 0.04 Cant il. Live 0.07 - L/544 0.32 = L/120 0.22 Total 0.11 = L/350 O 43 = L/90 0.26 . QO m 41 Latitude = 3976 Longitude = -105,12 SMs = Fa x Ss :S = Fv x SI Site Class D - Fa = 1,6,Fv = 2A Period Sa (sec) (g) 0,2 0366 (SMs, Site Class 1.■ 0.139 (SMI, Site Class] Period Sa (sec) (g) 0,2 0.244 (SDs, Site Class D) 1,0 ,03(S Site Class D) F I ELECTRICAL NOT I L LI CENSE MPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET ( UTILITY METER &WARNING LABEL (6) * ALTERNATING CURRENT DEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN TYPE EC 8041 BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS �- MPt INVERTER W INTEGRATED DC DISCO CONC CONCRETE OF THE HAZARDS PER ART. 690.17. PV STRUCTURAL VIEWS �- P2 ,�w &WARNING LABELS (.0 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 UPLIFT CALCULATIONS D DISTRIBUTION PANEL MULTIWIR BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5, PV SINGLE LINE PV7 ELECTRICAL CALCULATIONS DC DISCONNECT &WARNING LABELS (4),(5) DC EGC DIRECT CURRENT EQUIPMENT GROUNDING CONDUCTOR 3, A NATIONALLY- RECOGNIZED TESTING PV8 LABELS & AHJ NOTES P CUTSHEETS A DISCONNECT &WARNING LABELS (E) EMT EXISTING ELECTRICAL METALLIC TUBING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. PVIO CUTSHEETS ( ) =( G SOLAR GUARD METER CIRCUITS OVER 250V TO GROUND SHALL PVtt CUT GALV GALVANIZED COMPLY WITH ART, 250.97, 50.92(B) � JUNCTION BOX Wheat Building Departme GEC GND GROUNDING ELECTRODE CONDUCTOR GROUND 5 • DC CONDUCTORS EITHER DO NOT ENTER E TO U THE DC COMBINER BOX & WARNING _1dV6 GENERA E LABELS (7),(9) HDG HOT DIPPED GALVANIZED OR ENCLOSURES FIRST ACCESSIBLE DC 1 CURRENT DISCONNECTING MEANS PER ART, 690r31(E). 1. THIS SYSTEM IS GRIDINTERTIED VIA A DISTRIBUTION PANEL & WARNING LABELS E¢ Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN UL- LISTED POWER-CONDITIONING INVERTER. (1),(2) INVVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES A 2. THIS SYSTEM HAS NO BATTERIES NO UPS. LOAD CENTER & WARNING LABELS It; T " a plans, , #I Isc k A SHORT CIRCUIT CURRENT KILOVOLT AMPERE REQUIRED BY UL LISTING, 7, MODULE FRAMES SHALL BE GROUNDED AT THE g 3, ALL INVERTERS AND ARRAYS ARE NEGATIVELY I,c � (3 ) P ( ) P ( 5 ) � () t P X aTT v1a pvMCas of the or of any C44yoxrdin t0 kW KILOWATT UL- LISTED LOCATION PROVIDED BY THE GROUNDED . give h rl t ate or can l the � vi LBW LOAD BEARING WALE.. MANUFACTURER USING UL LISTED GROUNDING 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED N DEDICATED PV SYSTEM METER r Rt Other o rdinances of the, ( haH not valid; MIN MINIMUM HARDWARE. 5. ALL WORK TO BE DONE TO 20f}9 INTERNATIONAL CONDUIT RUN ON EXTERIOR (N) NEW 8, ALL EXPOSED METAL PARTS (MODULE FRAMES, BUILDING CODE. CONDUIT RUN ON INTERIOR NEC NATIONAL ELECTRIC CODE RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 6, ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. GATE mµ-- NIC NOT IN CONTRACT UL LISTED LAY --IN LUGS LISTED FOR THE ®� ® - EQUIPMENT APPROVED NTS NOT TO SCALE PURPOSE. POSTS SHALL BE MADE Subject to Fi I ns p ections OC ON CENTER ELECTRICALLY CONTINUOUS WITH ATTACHED() NUMBERS REFER TO LABELS P PL PANEL BOARD PROPERTY LINES RAIL, 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE ON CUTSHEET PAGE Wheat Rid ge B uilding Dept. PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDU PVC POLYVINYL CHLORIDE AND GROUNDED AT THE MAIN ELECTRIC PANEL. Date; S SUBPANEL 10, THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY MAP * SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. Si �� checke S SD STAINLESS STEEL SEE STRUCTURAL DRAW 250.166(B) & 690.4x7. h Ave a+ TC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER TYPICAL r ? W ork shall comply with the T P LION OTHERWISE NOTED following cedes: 200 IR C', 2006 UPS UNINTERRUPTIBLE POWER SUPPLY a 3 ' PaT � � IECC, & 2005 NEC ". V VOLT VOLTAGE AT POWER , t VMP VOc MAX VOLTAGE AT OPEN CIRCUIT , W WATT W 21 1h Ave 3R NEMA 3R, RAINTIGHT 0 1 60 C O R 34 CC tad 34 td W 26kh Ave V BY DATE p TE {°^p� M� p {"q S R 6J f LJt"5 E E«. 44dF' €i °ilY 4.7 � I z „�`ab3 and CON FIDENTIAL THE INFORMATION HEREIN Ntl —C }L1 L I t L 1l� O r Wheat Rid C� CCNdTA lEO NOT EFIT OF AN E EX T RCITY INC., al SPRINGER, SCOTT SPRINGER RESIDENCE KLICH ��,�� * W T: S: NOR SHALL IT D OSETT IN WH OR IN REST 26 YINGLI YL240Pa29b g � g � 9ryg � � g� 1 G MORNINGSI E DR KIN I Arra }? solattl ty", PART TO OUTSIDE RECIPIENT'S ORG ANIZATION, EXCEPT IN CONNECTION WITH PROF MANAGER T1NC S g�� YY CO 8021 RIDGE, C THE SALE AND USE OF THE RESPECTIVE CANOPY C WITH SC RAIL TY EQUIPMENT, WITHOUT THE WRITTEN P OF CITY INC. A T i LEASE IN VER TE R: (1) SMA SUNNY BOY 6000 -115 {r 4J � } ry P N � ° L t� 2 COVER SHEET �! pAM San Mateo, Ga 94402 w 5/21/201 7: (650) 638 -1028 I F•( &50} €�38 1029 C }Sst ctrvC �s -z st I www.salatayxom I V; 10 NEXIMUM w Ro ip 11 III of Mounted SEEPV3,PNTAILS A,D PITCH: 9 ARRAY PITCH: 9 AZIMUTH: 88 ARRAY AZIMUTH: 88 MATERIAL: Foam STORY: 2 SPRINGER, SCOTT Roof Mounted SEE I DETAlLS PITCH: 0 ARRAY PITCH:O III! AZIMUTH: 88 ARRAY AZIMUTH: 88 10 MORNINGSIDE DR MATERIAL: Como Shincle Roof STORY: 2 I V; 10 NEXIMUM w Digitally signed by John Calvert Date: 2012.07.10 15:48:21 -06'00' JB-802574 00 PREW1 =M Aft Wheat RWqe SPRINGER, SCOTT SPRINGER RESIDENCE III! Mwas. YINGLI �LAZIgE 10 MORNINGSIDE DR 624 KW PV Array I NOPY C NTH SC RAIL 3055 CleaNew WaV PAYMENT TYPE. NA SUNNY BOY (303) 594-2412 PAGE NAME PLAN 9w: RM DATE: San Mare% CA 94402 Tz(650) 638-1028 1 F'(650) 638-1029 5/21/2011 LEASE 1 6000—US L SITE (888)-SOL-CITY (765-2489) M%Vs0Wdtyx0M Digitally signed by John Calvert Date: 2012.07.10 15:48:21 -06'00' (E) 2x6 TONCU"", AND GROVE (E) EPDM 'vMTH A LAYER OF FOAM (E) 7xI6 RIDGE BEAM —NOON (E) 48 RAFTERS CO 36 (E) 7x24 RV3E BEAM (E) LBW I FMCI MMARIt m"m sym I CANOPY C WTES SC RAIL mHummmum I- � Q RAF T'CDQ A @ 56" SPACING (E) 4x8 RAFTERS 0 84" (0 LBW (E) 7x24 RIDGE BEAM RAFTER: 4x8 @ 84" O.C. SUPPORT: 4X8 TRUE VAULT MAX SPAN 4'--0" BE John Calvert Date: 2012,0710 15:43:35 00' J 3055 CieaMm Way SHEET REV DAM San Mateo, CA 94402 8 � R10 T:,610) 638 -102 (650) 638- 29 5�/21/2012 -SOL-C 89) 1 www,soi ty.co atini p (888) JTY (765 -24 y � 3' BETWEEN FOOTINGS 7' BETIMEEN FOOT]NGS 7' MEM�� SOLARCITY L-FOOT 3/8"--16 BOLT STRUT CHANNEL, NUT Digitally signed by John Calvert Dam 2012.07.10 1536:15 -0600' (E) M RAFTEERS 0 7' SPACING nwwRJB-802574 00 1 04303 1 : OWWX AU Wheat FUdge DEMWIM. SPRINGER, SCOTT SPRINGER RESIDENCE YL240P-29b 10 MORNINGSIDE DR 6.24 KW PV Array w SYM WHEAT RIDGE, CO 80215 PAY10T M; LEASE (1) SMA SUNNY BOY 6000-US (303) 594-2412 PAGE NA* STRUCTURAL VIEWS MP2 WET: REV DAM San Mateo, CA "4 2 I T:(650)638-1028 I R(650 5/21/20V, # (E) M RAFTEERS 0 7' SPACING C -2005 C &C Partially/Fully Partially/Fully Enclosed Structure Wind Design 1, ut Varlables Calculations and Values lie abed Variables Design Wind Pressures based upon: mean roof height, it 18 ACE 7-05 Chapter 6 Wind loading Fosure Category (6.5.6.3) OMT74t Basic Wind Speed (Figure 6-1 or local data) 100 f ♦ « x Equation 0.5,12.4.1: h <60 ft Comp. and Cladding Elernents Importance Factor (1 for residentiaQ 1 Wind Pressure P - qh *(G *Cp) Roof Shape dale /lip 6.5,9f}. Veloci Pr sure Panel Tilt (degrees) 9.5 deg qh = 0. 56 *It * *Kd* ' *1 f Roof Zone NOPY C WTH SC RAIL contiguous sq, feet of array 35 T REV 0AM From Table 6 -3. least vAdth of the building 60 Kz = 0.70 - TRLJE UPLIFT CALCULATIONS From Figure 6 -4: Kzt 1. tl Local r o ra lxlcal Feature From Table 6-4: (ch ., e *standard " or refer to octures right, and below$ lid = 0.65 type of hill none From fl ure r1 Bill Height (h) (ft) V = 100 slope of hill (degrees) From table 6-1: horizontal distance from hilltop to house0o, I = 1 height from bottom of hill to mean roof height(z) w t.. • ♦ o Calvert Date: 2012.07.10 x N 6,24 KW PV Array OMT74t f ♦ « x a 7w sym: WHEAT RIDGE, CO 80215 3055 OexMew Way NOPY C WTH SC RAIL PAGE NAC T REV 0AM San Mateo, CA 94402 LEASE - (303) 594-2412 UPLIFT CALCULATIONS Panel Titt (degrees) 9.5 deg Roof Zone contiguous sq. feet of array 36 least width of the building 0 TRUE R i 8 ti. ,.. betwen stand ♦ ( distance betm en stand o ffs M #G ♦ : ! r F- i y Em 00 = 68 r PROA OW" .. Wheat PW ge SPRINGER SPRINGE R ESIDENCE y s.. { � YL240P-29b 10 MORNINGSIDE DR 6.24 KW PV Array ,.. '.. r T SYSIE I IMII� VIII�I IN �Iw I�� , 1 WHEAT RIDGE, CO 80215 ... .. NOPY 3055 ClLaNew Way .. �` r • # } UPLIFT CALCULATIONS T(610) 639-1028 1 F(650) 638-1029 j wwwsolarcity,cam BOND ( N) #8 EGC,/CEC TO (E) GROUND ROD AT PANEL \MTH IRREkTRSIBLEE CAR P IM fl 200A MAN SFRVICE PANEL kE, 200/2P MAIN ORCUIT BREAKER Pane! Number: T 202 F Meter Nurnber: 1377785 Inv 1: DO NegativeIy Grounded IN .E I INV 2 1 ) SMA SUNNY BOY 6000-US ']�,?A w I OWW, 277 6 M2 V, 96,07./95�5%/95-5T —Q6)rNGA,j # r�-240P-29t) PV Module (-2011)� 240W, 215�9W PtC, H4, 50 MM, &ock Frume Voc¢ 7,5 Ypraox: 29.5 *MCOULE CURRENT RATINGS ARE SHOWN AS Ise. AND hp IN THE DC STRINGS 1DEN'11 OF THE &NGLE LINE DIAGRAM, TYPE ET; # -1,041 --1 INV 31 MAJN SERVICE PANEL Use Combined Terminal (E) WIRING k1V DAMV flWnrcl U.kMr Inverter I 2 StON(s) Of 13 On MP I - - - - - - - - - - Ri _® GE # f11 235, Rreaker; '5 I Space MUST RELOCAFE BREAKERS IN MAIN SERVICE PANES TO SUB PANEL, TO rHE RIGHT OF' P-IE MAIN IN ORDER TO AI BACKFEED BREAKER, (0 MILBANK' # U4801 - Meter S(xlkat, 2C A, #6-.350, ffinq ess (3 ) MILBANK K4977-INT Lwd--Sil Top Connector, 100A, #12 - 1/0 AWG D-1 (I )CUTLER -HAMMER # DG222URB Disconowt° 60A 2,40Vuc Non-FusbIe NEMA 3R ro I ) CU TLER-HAWER DGIAB Ground/Neutrd X, 60-100k Gewd MAy (00) FAIW FANA-yn 11014 (8 ):A #8 r13WN-2, Black T'-(2)AW(, #I0, USE-27RHW-2. Mack Voc = 07,5 VDC Isc = 17 ..3 AOL`, (4 1 AwG Imp ,.: 110 USE. - 2, RHW- 2, fire Voc 4,37.5 VDC 1�x = 1,65 ADC WG Imp = 8,14 ADC W10 IN'614-Z d AWC #h), Sobid are Copper EC.0 Vmp ,3133,5 VD. mp � 6,23 AX. �A 11U, Sdid Be Copper EGC WiIP 383,5 I AM 10, 25 �V� I I Con dui KR4 3/4' EM I, 1110 -2, ftite NF. AL Vmp 240 VAC fi np = C #K Qeen, EG /GEC 4' EMT JB-802574 00 ilop- SPRINGER RESIDENCE ��I I �� 6,24 KW PV Array 3055 ClearvWw Way PACE NAW: %w REV DA'E San Mateo, CA 94402 T�(650)638-1028 � f SINGLE LINE 7w SYSTak NOPY C IMTH SC RAIL SE (1) 'MA # SUNNY BOY 6000—US SPRINGER RESIDENCE ��I I �� 6,24 KW PV Array 3055 ClearvWw Way PACE NAW: %w REV DA'E San Mateo, CA 94402 T�(650)638-1028 � f SINGLE LINE a. Conductor must have 30 deg. C arnpacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >-- Voc Correction Method: ranch 1 Ydrop (imp) * (2 * Length) * (Resistance) (VMP) continuous current per Table 310,15(B)(16). t) wire Inverter Min Vdc Input: per series string at Max A* W 86 deg F Min Vmp at Max Temp: Ydrop (8,14 A 100 it * 0,00124 Ohms) 1 352 V - O2 c. Evaluate conductor temperature at terminations per 110.14(C). Max Voc at Min Temp, Branch: 1628 50 C at Max Aw Hi: 86 deg F Ampocity of wire deroted for conditions of termination must be >= Imerter Max Vdc, Input: 'Vdrop = (1618 A 100 0124 Ohms) 352 V = 0.57% continuous current All string terminations are rated at 90 C A A Art 6W8(A)(1) Max String Size: £ 1-way wire teril a loont= C A A Total voltage drop in DC conductors =ERD Art 690.8(A)(1) 2.0 C ductor 1:' lV11 WTS(6)IT6 OCP SiLin er Art 6�908 B�l 4_p� Vdrop = (2500 A - 40 ft * 0.00078 Ohms) 1 - J!Amw 240 V U3% t. Round up to next size per Art 240,4(B) Comblnedl moo 1 0 j * * at 240V VM= Vdrop = (25.00 A 0 ft 0.00078 Ohms) 240 V 000% 30 deg C ampacity Ab k-ont= (Amps) 3. Conductor Sizina Der Art 690.8(B)(11 lcont= (Amps) tsc- Total v:iltage drop in AC and DC conductors = 1 18% i. Conductor must have 30 deg. C ompocity >= 125% of continuous Start ampacity Temp. derate V/o=F) Imp= Conduit fill derate (%=#) current per Art 215.2(A)(1) TWC= Derated ampacity 'risc= Z Voc Correction Method: ranch 1 I -way vare fengm elm TE Inverter Min Vdc Input: per series string Min Vmp at Max Temp: V Max Voc at Min Temp, V Imerter Max Vdc, Input: A A A Art 6W8(A)(1) Max String Size: £ 1-way wire teril a loont= C A A Art 690.8(A)(1) 2.0 C ductor 1:' lV11 WTS(6)IT6 lcont * Us (Amps 30 deg C ampacity Ab k-ont= (Amps) lcont= (Amps) Start ampacity Temperature derate C/.=F) Start ampacity Temp. derate V/o=F) Conduit fill derate (%=#) Chat. fill derate (%-#) Derated ampacity Derated ampacity 2 1.c Jco p. Y, p table Ampacity 1cont*1.25= (Amps) 1.d fount * U5 (Amps) 01 Ampacity OCP size OCR size Inveder Tvpe A Combined Invedmqu-inu—t 1-way wire 1ength:v!N*ft Service Voltage= 240 Volts A Art 690,8(A)(1) Total Imerter Power- watts 1 -way wire lengft "It lcont *115 (Amps) A Art 690.8(8)(1) 1cont = # of inverters max 6varter current Art 690.8(A)(1) OCP size A Art, 240.6(A) lcont = (Amps) sit — "J Conduzio at 90 deg C: Table 310,15(8)(16) 4.a lcont - 1.25 A Art 690,8(8)(1) lcont * 1.2� (Amps) OCP size A ArL 2406(A) 30 deg C ampacity 90 deg Tab ��Zlli-�- (Amps) lcont * 125 (A Start ampacity 30 4eL� am Temperature derate (%=F) Conduit fill derate (%=#) 0 (Amps) Start ampacity Temp. derate C/.=F) lcont*1,25- (Amps) Cndt. fill iterate Ammtq Derated ampacity EGCIGEC Art. 690.47(C)(3), i *d lcont*1,25= (Amps) Ampacity ------------ . ...... ... JW NUMW� JB-802574 00 -4 PREW 0*w� A& wheat P49e SPRINGER, SCOTT SPRINGER RESIDENCE YL240P — 29b —1 10 MORNINGSIDE DR 6.24 KW PV Array WHEAT RIDGE, CO 80215 TH SC RAIL PAGE NAK wl� REVII DATE Sawn Plaatw, CA 'r:(650)638-102,8 PAYMNT M LEASE i :0am, A NNY BOY 6000—US (1) SM # S (303) 594-2412 ELECTRICAL CALCULATIONS � F�(650)638-1029 5/21/201' MRIMM EE I = VOLTAIGE MAXISIUM OPERATING COIMPANY Yin fa Green Ene fy tf�t°8ENGE rS on s f the vv arfd 4artpr st fu y wenically rote- Vrated fry manufacturers, Wsth over 2 GW of modts €es insta kmi giobaBly, we are a tear ing ;Tatar energy t ompany buill €apan'ar pmverx p orr'prxtct re0afolity and su%orini0ee performarlm, f'•'•rruraaped On 1428, Yinpts Green Energy serves cwrstorners through ss"r US, subsidiary, Y`an 6e AmeTkas, co hoa6juartr,+md in New York and San Francism We are dor first renewable ene cornpiny and the first Chinese company to spanstar the NFA a7 orkt rqr' WARRANTIES Extensive 5 . r 3 rotted product warranty and a 5 -year 3imited g warranty, Unoted power warranty?* t of the minomurn rated pr -wtar ornp aat for 'M years, 80% of the min equrn rat"i Frevorr mitput for 25 Ve s, toc „+.'psa+ee 'w+'# "vtiiy :.. a>a a1 ..aav�;3 .. th, 1703 w d K_ LC 1703, Ut Fue, S:ate„ev Gass C, +..,Ea.,, frsi„t , ,SO lX01 M, €SO $e# 5 Via, 6S r,7*rA4AS t?X01 M7, SAA x,.. s; air mra v:as n £+Ain 0 `r "L230P 210 S ERIES YL225P 29b i 1 YINGLISOLARXOM Y ' twx 2 4 S E R I iasw. 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H#A ihfty in sy0er, Jes,gn, AAor 3r J vchng" d�t*, How* ,ind ca in-o- Sys att Dc 43CC' 'Iftecl mvifcn vmp " ' nsfnflm'on eftlurilq'infe"j C'i 'Vot" raw sn-Or-'I rhaxie mn,ikN F siv re, jvd.nr • bx tmk tar; -nr, ho, user w -h oi 3ypitif %oduki z, wo ,-A *vw Aim, WTH SC RAIL 40T TYPE, Y II LEASE S A -US #_SyNNY BOY 6000 SPRINGER RESIDENCE 6.24 KW PV Array PAGE NAW Mt ... ........ �EV. DAIS, "' 9 Ct JP�HFFTI� Py 5/21/201 3055 Oeatview MY San Maters, CA 94402 T.(650) 638-1028 1 F:(650) 638-1029 (888)-Sr L (765-2489) 1 www.sdx0ty,com Toll Free 1 889 4 SMA USA www,SMA-America.com SMA Ameetca, LLC su"ay say 30mus Sumy boy 6000 svAny "a' s2S 5VARY boy KwQ$ INVAC UOVAC MVAC tftVAC MOVAt MVAC IMVAe 110VAC MyM *"VAC M PV P.— O ..&6 STO 62$OW 7sNqw $7,50 w M.. 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Mw. 141 "* V&4' 0 Ac v Ala. 00 M 11 V11V �Olulv Z", WO vP'2M M", a .'Xsv 43 LM "M - Uv 144, S`be W 'T.*Y tdA I *tv A,C 04 6qwwW 60"x 594 - 40's "t 60 H4 59,3 - 60,5 H4 6038A 5^'a Ht 60 t8xi sv, 3 - 404 Ht MQA. ft4%* cv""# 24A ZIA M* 29 A 2$A k 22A 34 A, 29A 25A 12 A P..w 800.' f." #i t I I as tta / owtio* *#g 1/2 8,x' 1/2 It M 1/2 t 1/1 1/2 ii/t f4afflVIka Y.4% v 4% 4% V%cwocy' Mok, Cw"y 96A 960% fta% 969% ftft 911,0% V73% 96,%% 977 9*1 064% xa,.fC» aspwrme 95, 954% 951A 9M 9155% 9610% 955% 9*,Q% 960% fttft Ptof"*o 4 ACA.a wvA pm� G*wiwk 40kw / *4 V44 anft%w _"#'w" "a pmwtww Ja *. I V A. 00fogwy, 6"WCA 400 opwo'A NEMA 3R I NfMA 39, SUNNY BOY 5000-US / 6000-US / 7000-US / 8000-US p Vcn�cti erformor wit IL) cerificaticm - ha "viny eow 50")W' 6,WUS, 7000-War MOO-Li$ lvafr"rs c"o. M ce*fied arj ftotu* fxzel6n? a'Mdency. Crad, an c powe, ckw'l' prov'W. H#A ihfty in sy0er, Jes,gn, AAor 3r J vchng" d�t*, How* ,ind ca in-o- Sys att Dc 43CC' 'Iftecl mvifcn vmp " ' nsfnflm'on eftlurilq'infe"j C'i 'Vot" raw sn-Or-'I rhaxie mn,ikN F siv re, jvd.nr • bx tmk tar; -nr, ho, user w -h oi 3ypitif %oduki z, wo ,-A *vw Aim, WTH SC RAIL 40T TYPE, Y II LEASE S A -US #_SyNNY BOY 6000 SPRINGER RESIDENCE 6.24 KW PV Array PAGE NAW Mt ... ........ �EV. DAIS, "' 9 Ct JP�HFFTI� Py 5/21/201 3055 Oeatview MY San Maters, CA 94402 T.(650) 638-1028 1 F:(650) 638-1029 (888)-Sr L (765-2489) 1 www.sdx0ty,com Toll Free 1 889 4 SMA USA www,SMA-America.com SMA Ameetca, LLC SolarCity Standard Rail Design Instructions • Offered in aesthetic finishes to match most solar panel frames U ic • 6005A-T5 high strength structural grade aluminum Pr,')woe% a str n rnou�nlhng p atfonn mth sou .4 tqp 12 tt A' W� n • Track style attachment offers convenient MOUnting with "I te t " e • Standard rail is approved for use with all SolarCity mounting hardware w P"Pi?N (typically N 2) 7. Verity that the building can support this point load force. It is the designerfinstahers responsk bility to ensure that the building can support the point load forces. 8. Structural design for rail system and mounting hardware is performed in accordance with 11108C 2009, Od'A'o r'")0'8 Parameters 11 Hbisqffl Overall design pressure on solar array w [1b;ft" Distributed rail load H Iftl Panel dimension perpendicular to the rail N Number of rails supporting each panel S Safe rail span PL Point load 1, Calculate overall design pressure on solar array R Refer to ASCE 7-05 and local buirding code. 2, Calculate distributed rail load w by multiplying the design pressure P with the perpendicular panel dimension 11 and dividing the result by the number of rails supporting each panel, Make sure that inputs have consistent units. 0 ("'n'y"UH SO.Wdy A" I �l a —" 4 �y and V.r SM cdy I a6c' "".. -"� "'t F"AxOty 1. JB-80,2574 00--- 6 ) (26) YINQU # YL240P-M- ammma•om SPRINGER RESIDENCE KLICH 6,24 KW PV Array SolarCi 3055 CtearVww Way PAGE NAW 9w: REY:, DATE San Mew, CA 94402 T:(650)638 °1028 1 R(650) 638-1029 rl I Tr�,HFFTq P V( JQ,,�" 5/21 /2d012 (888) -SO -CITY (765-2489) 1 mywsolaraitycom 888-SOL-C�TY � 888 � WWW' SOLARCiTY CONI Solar City Standard Rail is an integral platform of the Canopy mounting system offering a solid platform for solar arrays. The rail profile is extruded from high strength structural grade alurni- num 6005A-TS, which also offers excellent corrosion resistance, Convenient tracks provide easy attachment with standard fasteners, SolarCity Canopy T-Serieso Installation Instructions Approved mouafinF; method: * F'recision engineered tease WKk provides feixible ;rosifiomng of mounting post riun4yliDng Size of penetration and expr*ure to Oeneent& * 6061 T6 alloy offers exrwfent structmal and faUgue strews tat, * Dossgn reduces tart ccxjsrit, * Wind uplift strength rated at 300 prx4nds, (max 300 pound dead load), * 3uperkx t(isional stiffturss and high lateral Irmo carrying caps bibty, * Dual lag bad mounting ophon Wows' for flexible fastening options to accommodate iocal boad conditions, "As Canopy Track 0 16 T,ack Balt post S or a Zh aq . It was '3001 bo av et (2) f,,H5 L o 2 ;aa It umn) Flashing 0 not sh SolarCity 1, 5 A88-S0l, t 888 f WWW.Si i,,ARCTY.COM 1, Remove the rn arewahere perietration is reqmred, Z Locale rafters: �[E�t I WO&Ci MANAak MOUNW SYSIEW I CANOPY C STN SC RAIL 92ZIINMEEMK1 NMN� KSWIM: SPRINGER RESIDENCE �IH 6.24 KW PV Army PAGE NAME: I WB, 3055 Cleanfiew Way San Mate), (A 94402 T.(650) 638-1028 1 R(650) 638.1029 5�21/29Q (888)-SOL-CITY(765-2489) I wwwsotarcity,com The Canopy T series systern ciptimizesstrength, perfatmance 4nd aeSlhefics by Structurally attaching ",oW modute's to rWAS coveno$ wilts flat cruix-nt Ines or Spanish Wes, 60(,X) seness, aluminum offers superb structural and fatigue stfength pius exreflent ccrrreaser r resi even irinriarftirrW. environ- ments. Dead soft 300C) -w-ries, aluminum Dashing with an EPDM colLar pyowdes convenient and p cellent long term wateriercofing, Digitally signed by John Calvert Date; 2012.07,10 1533:07 -06'00' ♦ A 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: X >� Job Address: / (i M ,,r o, oz, F, Permit Number: v ❑ No one available for inspection: Time VVO AM/ M Re- Inspection required: Yes rNo * When corrections have been made, call for re- Inspection at 303- 2345933 Date: 5 f Inspector:: DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge r4 000 r, Residential Roofing PERMIT - 101945 PERMIT NO: 101945 ISSUED: 08/10/2010 JOB ADDRESS: 10 MORNINGSIDE DR EXPIRES: 08/10/2011 DESCRIPTION: Reroof 11 sqs * ** CONTACTS * ** owner Scott Springer sub 303/426 -8575 Jeremy Shull 02 -2254 Independent Roofing Specialist ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0678 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALJj 00.00 FEES Permit Fee 125.05 Total Valuation .00 Use Tax _ 77.40 ** TOTAL ** 202.45 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2'. inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Midroof inspection is not required on permits purchased after 4/18/10. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. 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 the Wheat Ridge Building Code (I.B.C) and all other applic Wheat Ri Ordinances. for work under this permit. Plans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan v' is subject to field inspections. Signatu of ief Building Official date INSP CTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 " Fax: 303 - 235 -2857 c o Inspection Line: 303 - 234 -5933 OtORA� Building Permit Application Property Address: l0 yy)o rr�iyta�iav� �r Property Owner (please print): Mailing Address: (if different than property address) Address: Date: Plan #: Permit Phone: State, Zip: Contractor: 1 vi 'I< -t I- Contractor License #: D -Z-ZS� Phone: -750-3 • N alo - SS +S Sub Contractors: Electrical City License #: Plumbing City License #: Mechanical City License #: Company: Company Company: Exp, Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): n I Cv11J Construction Value: $ N3 OV Description of work' (('''')) (as calculated per the Building Valuation Data sheet) ' V-.qc - V--U 0'T Plan Review (due at time of submittal): $ Sq. Ft. /L.Ft added: Squares 1 I BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field ins action. CfRLCE ONE:: (OWNER (CONTRACTO or / t'ERSONAL REPRESEN A1/ € �(CO T TOR) PRINT NAME: ,p/G� -- �/ SIGNATURE: a Date: ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS.' Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY:_ Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments_ 0 disapproved 13 no review required Bldg Valuation: $ AODRES D �/�� rtV -TOWYY FLOOR APT NO. ` CUSTOMER NAME IPRINTI -- llj3! /I - ACTION TAKEN _ rim q er ❑ NO SHUT OFF SPECIFY ❑ APPLIANCE OFF OWNER TENANT AGENT OTHER L] [] �.1/ -TH APPL. & METER OFF METER SHUT OFF - HAZARD - CONDITIONTO BE CORRECTED AS SHOWN BELOW CREATES AN IMMEDIATE HAZARO.THIS EQUIPMENT PAUST NOT BE PUT BACK IN SERVICE UNTIL REPAIRS AND ATHOROUGH INSPECTION HAVE BEEN MADE BY A QUALIFIED CONTRACTOR. CONTACT YOUR LOCAL BUILDING DEPARTMENT FOR CODE AND PERMIT REQUIREMENTS PRIOR TO PERFORMING REPAIR WORK. i { NAME AND T OBECO R RECT E CONDITION T D O B[ CORRECTED FOR FURTHER INFORMATION, PHONE: L TAGGED 6Y 3f5-d TIME r a GATE CU31pm[fl /OC UPANT SIGNATURE IINE DATE ✓{ RELA ONCCCVPANT TO CUSTOM R COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17631 BUILDING INSPECTION LINE -(303-234-5953) Date : 8/30/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: BOB JANOWSKI Property Address: 10 MORNINGSIDE DR Contractor License No. : 18805 BUILDING DEPARTMENT USE ONLY Company : Tony V Plumbing & Heating Phone : 422-8055 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cedify that the selback distances proposed by this permit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of W heal Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations made are accurate; lhat I have read and agree to abide by all conditions printed on this appliration, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) SIGNED DATE Description : INSTALL SNOWMELT BOILER & GAS PIPE Construction Value : $13,400.00 Permit Fee : $305.50 Plan Review Fee : $0.00 Use Tax : $160.80 Total: $469.30 Use : Zoning t~r~A~t~~,ts;; Approval : Zoning : Approval Oe Work'~"~mmen Approval : Occupancy : Walls Phone : SIC : Sq. Ft. : ~ o~ Roof : Stories : Residential Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subjed to the laws of the State of Colorado antl to the Zoning Regulations and Building Cotle of W heat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee ot one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector Mrenty-tour (24) hours in advance for all inspeclions and shall receive written approval on inspection cartl before Proceedg with suc ' ses of the job. (6) ance permit or the ap val o( drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation ot the sion he byilding.qp0s'6r any other ortlinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17631 BUILDING INSPECTION LINE -(305-284-5935) Date : 8/30/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: BOB JANOWSKI Propecty Address : 10 MORNINGSIDE DR Phone : Contractor License No. : 18805 Company : Tony V Plumbing & Heating Phone : 422-8055 OWNER/CONTRAC70R SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $13,400.00 I hereby certify that the seWack distances proposed by this permit application are accurate, and permit Fee : $308.50 do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 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 c rilpliance with the W heat Ftitlge Building Use Tax : $160.80 Cotle (U.B.CJ and all other applicable W heat Ri inances, fqe work und this permit. (OWNER)(CONTRACTOR) SIGNED i 4~ ~ % . ~ fJ~E~ TOtal : $469.30 USB : Description : INSTALL SNOWMELT BOILER & GAS PIPE ~ BUILDING DEPARTMENT USE ONLY Zoning:Co' _ &C SIC : Sq. Ft. : Approval : ~ Zoning : ~ .~._.w., 0611dita'g Go Approval : p~biie V,ydrks;(.~""~I;infs:! Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of Wheat Rid9e, Colorado or any other applicable ordinances o( the City. (2) This permit shall expire if (A) the work authorized is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abandoned for a period of 720 days. (3) If [his permit ezpires, a new permit may be acquired for a fee of one-half the amount nortnally required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the natural Flow of waler causing a drainage problem. (5) Contrector shall notify the Building Inspector iwenry-four (24) hours in advance for all inspedions and shall receive written approval on inspeclion wrd before proceediing with successive phase,s of the job. (8) The is a per, iYOF the approJ3fa(drawings and specifications shall not be construed to be a permit for, nor an apProval of, any violation of the i the ff~g ~odes oMi€r ordinance, law, rule or regulation. ~f Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 05 ""E'1jq SUILDING INSPECTION LINE - 303•234-5933 Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AYENUE WHEAT RIDGE, CO 80033 - (303-235-2855) °a'°° APPLICATION Property Owner: o , . V, ~ Property Address: Phone: Conuactor License No.: / ~ . Company: -/c.\--i V CI) ~ ~ ~J ~ `--)sEzc`'.1~ Phone: 7,4,.~..`,)_~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMfNT I hereby cerGfy that the setback disUnGes proposeC by ifiis pertnif apDlication are accu2te, antl Co rrot violate appliWble ordinances, rules or repulaUOns of the Ciry o1 W tfeat Ritlpe or covenants. easemenis a restrictions of reCpd: tlial all meawrementa shown, arW albpations made arc accu2te; that I have read and apree tn abi0e by all condiYqns printed on tliis applita6on and that I assume full responsibiliry for compliance with the Wheat R"Wqe BuOCiny Cooooe (U-B.C) and all oU7pr applipble Wheal Ridpe UOinances, for work under Ni pArtnil I I IOwHFAMCOHiawQORl-SN',NfD /<`-t ~L~_li- J(- ;~,j ~ / - (OWNERHCONTMCTOR):PRINTED I b✓l Oescription: _jv~s-1.~~~ Sp. Ft. adMd :tion Va1ue:5 I Permit Fee:$ Plan Review Fee:S L JSC THY'$ Total:$ ExpiraGon Oate: Expiration Date: Expiration Date: ApProval: Approval: Approval: (1) Tliis Deffrut was iuued "m acCOrdinoe w~O IM pCVisqns sei forih in your application and ia a+bjeU W the laws of ihe State oi Cobrado and b ft Zonirq ReputaCOns and BuilOirp Cotles of Wheal Ridpe. Cdondo w airy oUier applicabb or0inances o1 the City. (2) Thia pertnH shall expire if (A) the work authorize0 is not commanceE witlhin sixty (60) Oaya from issue tlale a(B) the WilAinp aWaftea u asyendeO a abanaoned far s perioC ol 120 daya. (3) M Ws Dwm expire+. s nsw psrmit maY Ds ao9uFSd 1v a/es d one4iYf the amaurt no^^atlY fe0twvd. povided *w dmVes have bsen awW bs mmds in the orpiW plam an0+psdRndo^s and anY suapsnaio^ a aDandombnt hm nol snceeMC ons (1) Year- If chanpes haw been a if wspensbn ar abandaiment e■ceeds one (1) Year, hdl fees shaR be Wid for a new Pertmil. (4) No worlc of arry manne. anap be done tl+M wiN dnnpe the na4yW Ibw ot "ter ousinp a Orainape probbrn. (5) Cantrsctor Shan no5y Uw euildirw Nspecwr twenty-rour (24) nous in aerance fa all inspecGOns ana snan reoeive wnnen aPViov+i m inspsction crd betore prooeeCinG wiitli suceessive Mases ol Me job. (6) The iawanoe ol a permit or U+e spp'oval 01 Oravwnps and apeoficaGOns shaN not be conatn»d to be a permil for. nor an approval oi, any vidalion ol Uw provisions oi the buildinp codes a any othm adinance, law, rub a regulalion. Chief Building Official Eiectrical License No: Plumbing License No: Mechaniql License No: Company: Company. Company: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17604 8/25/2004 Property Owner: Property Address Contractor License No. BOB JANAVSKI 10 MORNINGSIDE DR 18983 Company : Genesee Mechanical Co. Phone : 202-2813 Phone : 237 0234 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 W heat 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OW N ER)(CONTRACTOR) Construction Value : $10,950. 00 Permit Fee : $253. 90 Plan Review Fee : $0. 00 Use Tax : $131. 40 Total: $385.30 Use : Description : REPLACE FURNACE, AND A/C. 3.5 TON, 11 SEER, & 120,000 BTU b BUILDING DEPARTMENT USE ONLY Zoning Cqrnmenfs: SIC : Sq. Ft. : Approval : Zoning : Buildt6g Commdnts: , Approval : Pu` btfc Works C9mments:; Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 20349 Plumbing License No : Mechanical License No : 18983 Company :CLE (complete lighting Company : Company : Genesee Mechanical & electrical) Co. Expiration Date : 2/28/2005 Expiration Date : Expiration Date : 10/21/2004 Approval : OKIKD Approval : Approval : OKIKS (1) This permit was issued in accordance wilh the provisions set forth in yopur appliwtion and is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of W heat Ridge, Coloretlo or any other applicable ordinances of the Ciry. (2) This permil shall expire if (A) ihe work authorized is not commenced wilhin sixty (60) days from issue date or (B) ihe building authorized is suspended or abandoned for a penotl of 120 days. (3) If lhis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changas have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonmenl exceeds one (1) year, WII fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Conlrector shall noti(y the Building Inspector lwenty-four (24) hours in advance for all inspeclions and shall receive written appmval on inspection card before proceediin with successive phases of the job. (6) Tbeof a or 1 e al of arawings and specifcalions shall nol be construed to be a permit for, nor an approval o( any violation of the ~ /pr n; of uildiqg codes or er ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A PP LI cA-r%o N PropertyOwner: ~C't{-C~_lL"SY-+ Property Address :0, ic, Phane :aca -a'ls I 3 Contractor License No. : Company : Cr OAALao-L- t' C-0 I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value ! Permit Fee : I hereby certify that the setback distantes proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Whea[ Ritlge or covenants, easements or resinctions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to aGiae by all conditions printed on this application, antl that I assume full responsibility for complian with the Wheat Ritlge Building Code (U.B.C.) and all other applicable Wheat Ridge ances, ork under this pertnit. (OWNER)(CONTRACTOR)SIGN~D l V( )C,~IhQf LI~QI~~,~DATE~}~"~TI't oescriptian : PeplGrl~' 4 u r~ ~ clocl ~3 -rc3 n , ~ i ~~~1• , 120 CK)G Use Tax : Phone: ~->3T CL-I Total: 3xF) use : z(=N Ct P) 1 (-l 1'rL f 11-1 t--) I f) . BUILDING DEPARTMENT USE ONLY ~SH Approvai : Zoning : HRI ' Approval : Approval : Occupancy: Walls : Roof : Stories SIC : Sq. Ft. : Residential Units : Electrical License No :aC3'{q Plumbing License No : Company : Company : (fGrnpIGte ~IPCtr'~COi Expiretion Date : Expiration Oate : Approval : Approvat : Mechanical License No : 1 Company: 6-7121 )C-'L,I, Expiration Date : Approval : C1~~C~1"~I~ ~ ~ i I (1) This permit was iasuad in acmrWnce witry the prcviyons set faM in yoour applicatlon anG is euejecc ro the Iaws of the SUte o! Cabraao antl ro the Zoninq Regulatlona antl Buiitlinq CaEe a144Teat ftWge. Cob2CO w any oNer applicable or0lnanxs of the Cily. (2) This partnit ahall expire d(p) the ypM auNUCed ia not mmmenceA wiMin aLny (80) Cays M1vm issue Garo or (B) the builCing auUOnzetl is suspendeC or ahanEOnetl Ior a penoE of 120 Eays. (7) It Nis pertnit axpires, a new pemit may pe acyuirM kr a tee o( one-hal! the amaunt nomulN reQUireE, pmdEeA no cnanges have heen or will be maCe in the exceeCS one antl spetiflratlons anG any wspension ar aCanCOnment has not erzceeCeC one (1) yeac 1f changes are matle or it suspension or abanEOnment year, NII fees sha11 be paiE Por a new pertnit (a) No work of a(ry manner fhall pe apm phn vnp change the naWral flow of watar caueing a d2inage pmhlem. (5) Cantraaror snall notlry tM BuiWuq Inapeetu twmry-feur (24) houn in atlvance for all inspecCOns anC sliail receive wntten approval on inspecM1On prC Cefare pioceeEiing wIN succeseiue Ghaaea ot tMp' b. (e) o M buatli~n o~4~ ~il w Ne appmval W draviings anE spaqflwtlans shall nat Ce consWetl to 6e a pemut kr. nar an appmval a!. any violatlan of the pmvisians 9 anY atltet aNinanm, law, mle or regulatlon. Chief Building Inspector FORM (F) 414-02-5147 7 xce►Energy° 97007 no Ss un - ai tourm nnox . n~ ' r wwE (vairtt) hCT10N TFKEN • f114J0 SHUT OFF iJ ❑ ppPLIANCE OFF wEaFV ❑ BOTH APPL 8 MEfER OFF OWN~R TENAM ❑ AGEM ❑ OTHER ❑ ❑ METER SHUT OFF - WARNING~.Tt' 4/~//d ND PROaDUR6 AND ~ D P 7HE COP1IXIlON PWND, AS SNOIMJ BHIM( 5 NOf IN ~MPLNN~N71H Q7 PL~Pfk CARRECfION5 SIIOUID BE AN1DE BY A QlVLL1flm CDNIRACIOR COND1Cf 19UR LOCAL W11IDIfJG DEPARf- D OtHQE A Fi47ARD . COUI MfNf WN CADE IWD PERMR REQUIREMEMS PRIOR 70 P6iFORMMK+REPAIR WORK tUME PND TIPE Of MYIIPpCE . CONpII RI BE LORRE 4 f 9 ~ Q . r 444 1up Fp FUNTHER INFORMATION, PH E TqGGED BY D IIME CUSIO ER/OCNMW~SIfMNNRE . TIME MiE RE1AlIONSXIV Of OLCLI A M RI NSIOMFR 7 PUBLIC SERVICE COMPANY OF COLORADO 85111 I FoAM (F) 414-02-514 ~DDRESS 1 I{RCAU , CIttTOW , FLOOR APT.NO. ~ 1 ; ~TIO AKEN N T ~ CU3TOMEP MME (PPINp i W.v SHUT OFF 1 ❑ APPLIANCE OFF ~ SPECIFY OWNER TENANT ~ AOENT ~ OTHER E] ~E7ER SHUT OFPR OFF .i , j - WARNING - d TXE CONDITION FOUND, 113SHOWN BEIOW; IS NOT IN CGMPLIANCE WITH CUflXENTLY 11CCEPrEO PRRCTICEB AND C08flECTI0N8 BHOULD BE M11DE BY 11 UAIIFIEDCOMiiUCTOR. CONTACY jj RU . PflOCEUURES AND COULU CflEATE 11 HIiZA WLUING OEPIIRTMENT FOR CODE ANO PEBMIT NEOUINEME TS PRI T0I REPGIR WOIIK. . YOUI1 LOCAl..8 ~ NAMEANDTYPEOFAPPLIANCE . . . . . ~ ' . . . . . .1 WNDIT GORRECTEp . AS . III . . . . $ . . . . ✓ ~ I - FORFURTHEfl INFORMATIOW, PHON E: 4 r o . . TIME . OATE . C 6TOME T PASI J ;UPNiTTO~CSFSTOMEP FORM (F) 47402-5797 PUBLIC SERVICE COMPANY OF COLORADA Q c.1'1 (1 AUDRESB . v CITY.~T0/1y~N OR IINIY ROON VyyV MT. NO. CUBTqAEP NMIE (PRIM) ION TAKEN NO SHUT OFF OWNER TENANT ~ AQENT O OTHER ~ ~ECIFY ❑ APPLIANCE OFF . ❑ BOTH APPL. d METER OFF i ❑ METERSHUTOFF - WARNING - ~ THE CONDITION FOUND, AS SHOWN BEIOW, IS NOT IN COMPLUNCE WITH CUBRENTLY ACCEPTEO PqACTICE$ ANU PROCEDUflES AND COULD CREATE A HAZAqD. CORRECTIONS 8NOUL0 BE MAOE BY A QUALIFIED CON7qACTOR COMTACT . YOUB LOCILL EUILDING DEPAqTMENT i0 COOE AND PEXMIT REQUIIIEMENiB PIIION TO PEHFOpMING NEPAIq WQq1I. NAMEANOTYPEOFAPPLIANCE ~ ~ , v&I CONDRION E HqECTED . a Q ~ ~a•. . . FOR FURTHER INfORMATiON, pNE TApOEDBY i^ y TIME [ TE.. CU . E IOIN T OATE R SHIPOFOC UPRNTTOCUSTOM . . _..::..a..:., ~....:.a:., -.~.;...~...~.,~:..r.:.~,....,.__.,.a.~,._.:.:uu:. ~.~...~::.,~1 'DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 5172 Date : 5/29/97 Property Owner : Property Address : 10 MORNINGSIDE DR Contractor License No. : 19441 Company : Bacon &Schramm, Inc. Phone: 202-9474 Phone: 295 2938 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or resVictions 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNEDIaN21~DATE 5/ Construction Value : $7,553.00 Permit Fee : $138.00 Plan Review Fee : $0.00 Use Tax : $90.64 Total: $228.64 Description : REROOF FLAT ROOF-REMOVE EXISTING EPDM, INSTALL 1/2" INSULATION, INSTALL NEW CARLISLE BRITE PLY EPDM ADHERED TO THE INSULATION BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : "IRR O~,MI Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: N' M effa 2 111_118011911 (1) 7his permit was issued in accortlance with the provisions set Forth in yoDur application and is sub1'ect to the laws of the State of Coloratlo and to the Zoning . Regulations and Building Code ot Wheat Ridge, Colorado or any other appliwble ortlinances of the City (2) This permit shall expire it (A) the work authorized is not commenced within sixty (60) days from issue date or (6) the building authorized is suspendetl or abantloned for a period ot 120 tlays. (3) If this permit expires, a new permR may be acquiretl for a fee o( one-half the amount normally required, providetl no changes have been orWill be made in the original plans antl specificalions and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work oF any manner shall be done lhat will change the naNral flow of water causing a dreinage problem. (5) Contrector shatl notiry the Builtling Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit For, nor an approval of, any violation of the provisions of tq@ building codes oL iny other orQinance, law, mle or re9ulation. uilding Inspector PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Sia,qj,() Property Owner : _Ty I.AR ?)A~~5 PropertyAddress: 1p mcRn+tn~~;<,pt p~ Contractor License No. : 1q'iy ( Company : li~Ac.o Ct{ Phone : a O~.- Cj`1'1l Phone: ~I`15 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemit 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 thp Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR)SIGNED DATE Construction Value : '15~3 .Dp Permit Fee : ~ 3 4, pp Plan Review Fee : Use Tax : Total: Description : BUILDING DEPARTMENT USE ONLY Approval : Zoning : B u1 fd~i"ewts Approval: Approval: SIC : Sq. Ft. : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: m ~e1Sf~slZ~tl[II~~I~I 0 0921M. M m .eE+ ZR~r (1) This pemit was Issued in accoMance with the provisions set forth in yopur application and is subjecl to the laws ol tne State ol Coloado and to the Zoning Regulalions anC BuilCing Cotle ol Wheat Ridge, Coloratla or any other applicable orEinances of the Ciry. (2) This pemit shall expire R(A) tha work authonzed is not commencetl wiMin siaty (80) tlays fmm issue tlate or (B) the Euiltling authonze0 is suspendetl or aDandoneE lor a peno0 of 120 tlays. (3) If ihis pertnil axpires, a new pemit may be acquired for a fee of one-half the amounl normally reyuiretl, provide0 no changes have been or will be made in the onginal plans and speufications and any suspension or a0antlonment has not ezceedetl one (1) year. If changes are matle or if suspension or abantlonment ezceeds ona (1) year, lull fees shall ba paiC lor a new pertnil. (4) No work of any manner shall be tlone that will change the natu2l flow ol water Wusing a Crainage problem. (5) Contractor shall notify lhe Building Inspedor N+enN-Pour (24) hours in advance for all inspettions ana shall receive wntlen approval on in5petlion Urd bebre proceediing with successive phases of the joD. (6) The issuanca of a permil or lhe approval of drawin9s and specifcations shall not be construed to be a pemit lor, nor an approval of, any violation of the provisions ol the building coEes or any other ortlinance, law, rule 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 Y_.