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4100 Carr Street
44, CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: it Job Address: H KC C irl- Permit Number: y (-- r ❑ No one available for inspection: Time AM/P'M Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: , Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: FS�- M CZ1 Job Address: Hino C PermitNumber: ❑ No one available for inspection.: -Time ?a' ,M)PM Re -Inspection required: Yes 'No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE Y OF WHEAT RIpGE CITDivision guildin9 235-2855 office -� (303) or SpECT10N NOTICE IN �2. ection Type' (� Ins job Address: permit Number: — p,MIPM for inspection: Time —� ❑ N° one available � uired: Yes inspection online. Re -Inspection req schedule re - *When corrections are complete, Inspector'. �. THIS NOTICE ., DO NOT REMOVE i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:s f Job Address: L d a� Permit Number: c fr'' :,_.. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yep No When corrections are complete, schedule re -inspection online. Date: 0�a - \ Inspector:= DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202001214 PERMIT NO: 202001214 ISSUED: 07/30/2020 JOB ADDRESS: 4100 Carr St EXPIRES: 07/29/2021 JOB DESCRIPTION: Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. Sq. ft: 11632 **REVISION: Replaced existing gas line from meter; Basement walls added, electrical and plumbing rough -in, faming and insulation, egress window; Added valuation: $53,040.00 *** CONTACTS *** OWNER ( 3 03) 748-7643 WILLIAMS MARSHA SUB (720)936-3900 DMC ELECTRIC LLC 202104 DMC ELECTRIC LLC GC (720)219-5314 JEREMY FLYNN 170185 GRACE IND. INC. DBA COMPASS SUB (720)628-7733 WILLIAM GRIGGS 180305 KEY PLUMBING SOLUTIONS SUB (720)385-6407 MARK PETERSON 202089 NORDIC HEATING AND A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 138,040.00 FEES Total Valuation 0.00 Plan Review Fee 899.34 Use Tax 21898.84 Permit Fee 11383.60 ** TOTAL ** 51181.78 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. 1* ► � i City of Wheat Ridge '/� Residential Remodel PERMIT - 202001214 PERMIT NO: 202001214 ISSUED: 07/30/2020 JOB ADDRESS: 4100 Carr St EXPIRES: 07/29/2021 JOB DESCRIPTION: Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. Sq. ft: 11632 **REVISION: Replaced existing gas line from meter; Basement walls added, electrical and plumbing rough -in, faming and insulation, egress window; Added valuation: $53,040.00 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/30/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, 3anuary 28, 202111:12:05 AM Revision to Permit Application Permit Number 202001214 assigned to project PROPERTY INFORMATION Permit Number 202001214 Property Address 4100 Carr Street, Wheat Ridge CO 80033 Property Owner Name Marsha Williams Property Owner Phone 303-748-7643 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email marshakw@hotmail.com Address CONTRACTOR INFORMATION Contact Name Josh Williams Contact Phone Number 720-215-6492 (enter WITH dashes, eg 303-123-4567) Contact Email Address jw@compassconstruction.net Retype Contact Email jw@compassconstruction.net Address DESCRIPTION OF WORK Detailed Revised Replaced existing gas line from meter. Gas piping isometric Scope of Work - requested by Plumbing Inspector and included herein. Basement Provide a detailed drain waste schematics included. Basement walls added to description of the support new electrical service. Electrical and plumbing rough -in change in scope of for future basement work. Miscellaneous framing and insulation work Including revisions shown. New egress window added. Stamped mechanical, electrical, Structurals included for miscellaneous revisions. plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No 4100 CARR PERMIT RESUBMITTAL DRAWINGS 1-27-21.odf $20,000 1632 ' 32.50 sq ft = $53,040.00 ELECTRONIC PAYMENT FORM - 4100 CARR ST.odf 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been 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. Person Submitting Daniel Williams, Architect. (Not performing work) Contractor will Revision pick up permit. Email not displaying correctly? View it in your browser. I* � 4 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office Inspection Type: Job Address: Permit Number: INSPECTION NOTICE V"i" < I e, rb'• r ❑ No one available for inspection: Time ',- o AM/PM Re -inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�- Job Address: E l CZ) r Alez Permit Number:.�3 1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes( N When corrections are complete, schedule re -inspection online. Date 2_1 inspector i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: s Job Address: L) �J �� d �? ✓' r' Permit Number: vi rkt,,(,Kt s I�_/ i. _1/ ❑ No one available for inspection: Time( ) AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. \\ Date: Inspector: DO NOT REMOVE THIS NOTICE Dina Kemp From: Bryan Kultalahti <bkultalahti2@gmail.com> Sent: Thursday, September 17, 2020 9:19 AM To: Dina Kemp; gnielsen@unitedhvacdenver.com Subject: Fwd: Contractor license Hi Dina, Please cancel the below permit. We are not moving forward with this job at this time. Please contact me if you have any questions or concerns. I need to cancel permits for the following address: 4100 Carr St, Wheat Ridge HVAC- United HVAC and Plumbing Plumbing- Mountain West Plumbing and Drain Sincerely, Bryan Kultalahti Master Plumber/ Owner Mountain West Plumbing & Drain 720-595-5047 ---------- Forwarded message --------- From: Greg Nielsen<gnielsen(i,unitedhvacdenver.com> Date: Thu, Sep 17, 2020 at 8:33 AM Subject: Fwd: Contractor license To: Bryan Kultalahti <bkultalahti2Agrnail.com> See email address below for Dina. Please respond by email to request cancellation of plumbing permit. Thanks, Greg ---------- Forwarded message --------- From: Greg Nielsen <gnielsen(c�unitedhvacdenver.com> Date: Wed, Sep 16, 2020 at 4:57 PM Subject: RE: Contractor license To: Greg Nielsen <gnielsen(i�unitedhvacdenver.com> Dina, I need to cancel permits for the following address: 4100 Carr St, Wheat Ridge HVAC- United HVAC and Plumbing Plumbing- Mountain West Plumbing and Drain I believe I am authorized on both to cancel. We are no longer working on that project. Please confirm via email or phone call. Thanks so Much, Greg Nielsen 720.401.3705 UNITED From: Greg Nielsen Sent: Wednesday, July 15, 2020 5:16 PM Dina Kern From: Greg Nielsen <gnielsen@unitedhvacdenver.com> Sent: Wednesday, September 16, 2020 5:05 PM To: Dina Kemp Subject: 4100 Carr St Dina, I need to cancel permits for the following address: 4100 Carr St, Wheat Ridge HVAC- United HVAC and Plumbing Plumbing- Mountain West Plumbing and Drain I believe I am authorized on both to cancel. We are no longer working on that project. Please confirm via email or phone call. Thanks so Much, Greg Nielsen 720.401.3705 c UNITED I I\ Al "II' i \Wl-" , I oa o bi a / (-- City of Wheat Ridge Residential Remodel PERMIT - 202001214 PERMIT NO: 202001214 ISSUED: 07/29/2020 JOB ADDRESS: 4100 Carr St EXPIRES: 07/29/2021 JOB DESCRIPTION: Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. Sq. ft: 1,632 *** CONTACTS *** OWNER (303)748-7643 WILLIAMS MARSHA GC (720)398-8135 BRANDON S CALLOWAY 202154 AVONDALE CONSTRUCTION, INC SUB (720)595-5047 BRIAN KULTALAHTI 202168 MOUNTAIN WEST PLUMBING SUB (720)401-3705 GREG NIELSON 202157 UNITED HVAC AND PLUMBING SUB (720)936-3900 DMC ELECTRIC LLC 202104 DMC ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 85,000.00 FEES Total Valuation 0.00 Plan Review Fee 657.35 Use Tax 1,785.00 Permit Fee 1,011.30 ** TOTAL ** 3,453.65 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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 r Residential Remodel PERMIT - 202001214 PERMIT NO: 202001214 ISSUED: 07/29/2020 JOB ADDRESS: 4100 Carr St EXPIRES: 07/29/2021 JOB DESCRIPTION: Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. Sq. ft: 1,632 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 1 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 ermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 maybe subject to a fee equal to one-half of the original ermit 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 graraing of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apy"ble code or aly 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Remodel PERMIT - 202001214 *** CONTACTS *** OWNER (303)'748-7643 GC (720)398-8135 SUB (720)595-5047 SUB (720)401-370.5 SUB (720)936-3900 202001214 ISSUED: 07/30/2020 4100 Carr St EXPIRES: 07/29/2021 Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. Sq. ft: 1,637. WILLI.AMS MARSHA BRANDON S CALLOWAY BRIAN KULTALAHTI GREG NIELSON DMC ELECTRIC LLC 202154 AVONDALE CONSTRUCTION, INC 202168 MOUNTAIN WEST PLUMBING 2021.57 UNITED HVAC AND PLUMBING 202104 DMC ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 85,000.00 FEES Total Valuation 0.00 Plan Review Fee 657.35 Use Tax 1,785.00 Permit Fee 1,011.30 ** TOTAL ** 3,453.65 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. 5 A , City of Wheat Ridge Residential Remodel PERMIT - 202001214 PERMIT N0: 202001214 ISSUED: 07/30/2020 JOB ADDRESS: 4100 Carr St EXPIRES: 07/29/2021 JOB DESCRIPTION: Demo and remodel of bathroom, kitchen, new windows, egress window, new exterior bathroom wall. Upgrades throughout home with plumbing, electrical and mechanical. Sq. ft: 1,632 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 ermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. s permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard rements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of hief Building Offcial and is not guaranteed. ork of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. )ermit holder shall notify the Building and Inspection Services Division m accordance with established policy of all required ctions and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services kion. ssuance 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 cable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. e of Chief B vi14Xk14flWe f al IPA 9 MUST BE MADE BY 11:59PM ANY 010dw""i Date BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, June 29, 2020 11:57:05 AM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4100 Carr St. Wheat Ridge, CO 80033 Property Owner Name Marsha Williams Property Owner Phone 303-748-7643 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email marshakw@hotmail.com Address Attach City of Wheat Electronic Payment Form - 4100 Carr St.Odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Daniel Williams What is your role in the Architect project? Contact Phone Number 303-931-2114 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contractor Email Address DESCRIPTION OF WORK dan.williams.arch@gmail.com dan.wiIIiams.arch@gmail.com Detailed Scope of INTERIOR RENOVATION WORK TO CONSIST OF: . Work - Provide a DEMOLITION OF EXISTING KITCHEN, BEDROOM, detailed description of BATHROOM AND STAIRWAY WALLS. NEW CONFIGURATION work including PER PLANS.. DEMOLITION OF (2) EXISTING WINDOWS mechanical, electrical, AND (2) EXTERIOR DOORS. OPENINGS TO BE INFILLED plumbing work WITH MATCHING BRICK VENEER WALL AND MASONRY CONSTRUCTION. NEW CONFIGURATION PER PLANS. . occurring, NEW EXTERIOR BATHROOM WALL ON EXISTING adding/removing walls, FOOTINGS, TO BE 2X4 FRAMED WITH CONTINUOUS etc INSULATION ANDAIR BARRIER PER IECC2012. SEE DETAILS.. (2) NEW EGRESS WINDOWS IN BASEMENT, VERTICAL CUTS ONLY.. VARIOUS WINDOW REPLACEMENT IN VICINITY OF NEW WORK. REWORK OF MEP TO SUPPORT IMPROVEMENTS, INCLUDING BASEMENT TIE-INS TO SUPPORT MAIN LEVEL RENOVATION.. GENERAL IMPROVEMENTS TO FLOOR AND WALL FINISHES ON MAIN LEVEL.. NO ADDITIONAL SITE COVERAGE PROPOSED . NO ADDITIONAL SQUARE FOOTAGE PROPOSED . NO ADDITIONAL STORIES OR INCREASED HEIGHT PROPOSED . NO ADDITIONAL LIVING UNITS PROPOSED Location of Work Main Level Kitchen, Bathrooms, Bedrooms, Living Room Square Footage Area Main Level 1,632 SF of Work Being Performed Asbestos Report 4100 Carr St. renovation.odf Upload letter size Fleld not completed. documents here Construction Plans 4100 Carr 06-29-20 Permit Drawinas.odf scanned on 11'x17" or larger Project Value (contract 85,000 value or cost of ALL $85,000 OK - R.S. materials and labor) 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Daniel Williams, Architect. (Not performing work) Contractor will Permit pick up permit. 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. Email not displaying correctly? View it in your browser. American Veteran Environmental ASBESTOS Limited Renovation Inspection Report 4100 Carr Street Wheatridge, CO Inspection Date: 1/21/2020 Report Date: 1/29/2020 Prepared for: Dan Williams dan.williams.arch@gmail.com Prepared by: Paula S. Bowers Asbestos Inspector #11051 American Veteran Environmental LLC 13373 HarbackRd Bennett CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, C080221 City of 303.901.9835 /www.avenv.com Wheat Ridge Building Division CONTENTS SECTION 1............................................................................................. INTRODUCTION SECTION 2..................................................................................ASBESTOS INSPECTION 2.1......................................................................REGULATORY REVIEW 2.2 ............................ SUSPECT ASBESTOS -CONTAINING MATERIALS 2.3 ...................................ASBESTOS CONTAINING MATERIALS (ACM) 2.4 ................... TRACE (OSHA) ASBESTOS; POINT COUNT ANALYSIS `�� :7 xel�l �_� � � �L'F9 :l x.� C�L�K�] ► � �G1 I ► I I ► [H di /_� � � :7 IG1 �.9 SECTION 3 ...................................................CONCLUSIONS AND RECOMMENDATIONS 3.1......................................................................... GENERAL COMMENTS 3.2................................................................................ FINAL COMMENTS APPENDICES A. Homogeneous Materials Table B. Bulk Sample Summary Results C. Laboratory Report and Chain of Custody Form D. Photos Asbestos Containing Materials City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com SECTION 1 INTRODUCTION American Veteran Environmental, LLC (AVENV) was requested by homeowner Dan Williams to perform a Limited Asbestos Renovation/Demo inspection of the single-family residential dwelling located at 4100 Carr Street in Wheatridge, Colorado. This asbestos inspection was conducted prior to the planned renovation of the structure. The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment (CDPHE) Air Quality Control Commission requires that suspect asbestos - containing materials (ACM) be properly sampled and analyzed prior to any renovation or demolition activities. The NESHAP (National Emission Standard for Hazardous Air Pollutants) rule requires that suspect regulated asbestos -containing building materials be identified, classified and quantified prior to renovation or demolition activities. The CDPHE is responsible for administering the U.S. EPA NESHAP program for Colorado. This asbestos inspection was conducted by Colorado State Certified Asbestos Building Inspector Paula Bowers, Certificate #11051 on January 21, 2020. 1.1. SITE DESCRIPTION The structure is a one-story, single family residential dwelling located at 4100 Carr Street in Wheatridge, Colorado and built in 1955. It is a traditional ranch style home approximately 3294 square feet. four bedrooms and 3 bathrooms, with an attached 2 -car garage. The structure is brick construction with composition asphalt roofing shingles. Interior walls and ceilings consist of plaster with various paint and surface textures. Floors throughout are predominately hardwood with a combination of sheet vinyl flooring, carpeting, and floor tile. The basement is fully finished and consists of multiple rooms and another bathroom. Furnace is gas forced air and the visible ducts were bare sheet metal. Attic access hatch is located in ceiling of the back hallway outside of the kitchen. Insulation is fiberglass blown -in at]Ny of batt. Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com Attached Garage Access to the interior area of the garage was not available at the time of this inspection. SECTION 2 ASBESTOS INSPECTION This asbestos inspection was conducted in general accordance to the United States EPA procedures published in 40 Code of Federal Regulations (CFR) Part 763, Subpart E —Asbestos -Containing Materials in Schools and Colorado Regulation No. 8 Part 8 -Asbestos. These inspection protocols specify requirements for the inspector (Section 763.85), laboratory (Section 763.87), and number of samples to be collected during an inspection (Section 763.86). 2.1. VISUAL ASSESSMENT Inspection activities began with a visual observation of the structure to identify homogenous areas of suspect asbestos containing material (ACM). A homogenous area consists of building materials, which appear similar throughout in terms of color, texture and date of application. Building materials which were not identified as concrete, glass, wood, masonry, metal or rubber are considered suspect ACM. A physical assessment of homogenous areas of observed suspect ACM was conducted to assess the friability and condition of the materials. The EPA defines a friable material as a material, which can be crumbled, pulverized or reduced to powder by hand pressure, when dry. Friability was assessed by physically touching suspect materials. Based on the visual assessment, and the demolition plans for the building, bulk samples of suspect ACM were collected in general conformance with Asbestos Hazard Emergency Response Act (AHERA) 40 CFR763.86 protocols and as outlined in Colorado Department of Public Health and Environment (CDPHE) Regulation No. 8 Part B- Asbestos. City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com Samples of suspect building materials were collected within the specific areas identified in this report (Bulk Sample Materials Table). Samples were placed in sealable containers and labeled with unique sample numbers using an indelible marker. In some circumstances a material that seems to be homogenous may yield conflicting laboratory results, in which case a return trip to identify and verify actual homogenous sampling areas may be necessary. The EPA and Colorado Department of Public Health and Environment require that a specific number of samples be collected for each homogenous area as follows: Thermal Systems Insulation Surfacing Materials Up to 1,000 Sq. Ft. 3 Samples Up to 1,000 Sq. Ft. 3 Samples 1,000 — 5,000 Sq. Ft. 5 Samples 1,000 — 5,000 Sq. Ft. 5 Samples More Than 5,000 Sq. Ft. 7 Samples More Than 5,000 Sq. Ft. 7 Samples Miscellaneous Materials: minimum of 2 each material 2.2 REGULATORY REVIEW The EPA and The State of Colorado (CDPHE) regulate all materials containing greater than 1% asbestos. OSHA regulates materials containing any quantity of asbestos, even trace amounts. Both the EPA and CDPHE requires that an asbestos inspection be conducted by an AHERA accredited Asbestos Building Inspector certified by the State of Colorado prior to renovation or demolition regardless of the date of construction. If an accredited architect or engineer responsible for the construction of the subject building provides a written statement that asbestos containing materials were not used during construction an asbestos inspection is not required. The EPA National Emissions Standard for Hazardous Air Pollutants (NESHAP) regulation requires that ACMs be identified prior to renovation and demolition activities. NESHAP requires that no friable ACMs be disturbed during these construction activities: removal, encapsulation, orenclosure. The asbestos NESHAP rule (40 CFR Part 61, Subpart M) regulates asbestos fiber emissions and asbestos waste disposal practices. It also requires the identification and classification of existing building materials prior to renovation and demolition activities. Under NESHAP, asbestos containing building materials are City of classified as either Friable; Category / non friable; or Category 11 non friable ACM. Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com • Friable asbestos -containing materials are any material containing greater than one percent asbestos and that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Some friable materials, such as surfacing material; plaster; drywall, etc. may be in a non friable state but have the potential to become friable under mechanical means such as renovation and or demolition. Category I non -friable ACM includes gaskets, packing's, resilient floor coverings, and asphalt roofing products containing greater than one percent asbestos. Category II non -friable ACM are any materials other than Category I materials that contain greater than one percent asbestos. TRIGGER LEVELS Trigger levels pertains to the amount of asbestos or suspect asbestos containing material that has either been disturbed or will be disturbed through renovation or demolition activities. Trigger levels are categorized by the following two (2) building types: Single Family Residential Dwelling (SFRD) and Public or Commercial Buildings. Trigger levels are what regulates an asbestos action such as an inspection; abatement (removal, encapsulation; enclosure; repair); a spill response action; and permitting. • Single Family Residential Dwelling - asbestos trigger level is 32 square feet, 50 linear feet on pipes, or the equivalence of one 55 -gallon drum. • Public or Commercial Bldg. - asbestos trigger level is 160 square feet, 260 linear feet on pipes, or the equivalence of one 55- gallon drum. Regulation No. 8 Part B -Asbestos requires an asbestos inspection following the AHERA protocol be conducted prior to renovation and or demolition if the activities could disturb greater than the trigger levels of any asbestos or suspect asbestos containing material. City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com OSHA REGULATIONS FOR ASBESTOS The October 11, 1994, revision to the OSHA Standard requires that suspect ACM in buildings built prior to 1981 be assumed to be asbestos or an inspection be conducted by an EPA accredited asbestos building inspector. The Occupational Safety and Health Administration (OSHA) Asbestos Standard for the Construction Industry (29 CFR 1926.1101) regulates workplace exposure to asbestos. The OSHA standard requires that employee exposure to airborne asbestos fibers be maintained below the Permissible Exposure Limit (PEL) of 0.1 fibers per cubic centimeter (0.1f/cc). Personal air monitoring may be required if the workers are expected to be exposed to asbestos in excess concentrations of the PEL. OSHA regulations also require adequate training for all persons handling asbestos containing materials. The OSHA standard classifies construction and maintenance activities which could disturb ACM, and specifies training, work practices and precautions which employers must follow when engaging in each class of regulated work. States which administer their own Federally approved state OSHA programs, may require other precautions. EPA and CDPHE policy for the handling of joint compound that has been identified as ACM, when associated with drywall that is not asbestos, results in a mixed classification which requires an evaluation of work methods to determine if the impact will be direct or indirect to determine which classification applies. The following regulatory rationale is used to determine the final classification and when the composite result may be used, and when only the layer result can be used: 1. EPA and CDPHE allows a composite sample result (drywall and joint compound together) to be used when renovation or demolition operations will only indirectly impact the joint compound, such as removal of the entire wall system (drywall and joint compound City of removed together), to determine if the material is ACM. Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com This option does not prevent classifying the material as ACM based solely on the layered result as described below. 2. When the renovation or demolition operations will directly impact the joint compound, such as sanding or scraping the joint compound, then only the layer result for the joint compound may be used to determine if the material is ACM. OSHA does not recognize the EPA and CDPHE composite analysis policy, and therefore asbestos containing joint compound is considered ACM regardless if the activity is direct or indirect impact and is subject to applicable OSHA asbestos regulations. Removal of the drywall and joint compound together under normal demolition methods is not considered direct impact to the joint compound and is not subject to EPA and CDPHE regulations when the composite result is less than 1% asbestos. 2.3. SUSPECT ASBESTOS -CONTAINING MATERIALS Refer to the Homogeneous Areas (HA) table in Appendix A for a complete list of suspect materials observed during this inspection. SUSPECT SAMPLES COLLECTED Bulk samples were collected by AVENV and submitted under chain of custody procedures to an accredited laboratory for analysis by Polarized Light Microscopy (PLM) with dispersion staining techniques per EPA methodology (40 CFR 763, Subpart F). Microscopic visual estimation was used in obtaining the percentage of asbestos in bulk samples. Refer to AppendixBforadditional information pertaining to the suspect materials sampled and locations as a part of this inspection. 2.4. ASBESTOS CONTAINING MATERIALS (ACM) Asbestos was identified in concentrations greater than one percent (>1%) in the materials sampled. City of Refer to Appendix Homogeneous Materials Table for materials, quantity and locations identified as a Wheat Ridge part of this inspection. Building Division American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com 2.5. TRACE ASBESTOS MATERIALS Non -Friable materials containing 1% or less asbestos also referred to as "trace asbestos' are not subject to EPA and CDPHE requirements. However, CDPHE requires Point Count analysis for materials reporting trace -1% asbestos. POINT COUNT • Point counting is a more detailed means of analysis than standard PLM. Federal and State agencies define ACM as materials containing greater than one percent (1%) asbestos. The NESHAP regulation requires that if standard PLM analysis determines that a sample contains less than ten percent (10%) asbestos, the material must be considered asbestos containing or be point counted. Even if the sample is less than one percent (1%) by standard PLM, the material must be assumed to be ACM or point counted. If the point counting analysis is different than the PLM analysis, the point counting result takes precedence. If standard PLM analysis determines that a material has no asbestos or that the material contains greater than 10% asbestos, point counting is not necessary. Materials containing 1% or less (trace) asbestos are subject to OSHA regulations. The following materials have been identified by laboratory PLM analysis as trace asbestos and have been point counted and reported to contain less than 1% asbestos: None of the materials sampled were point counted. COMPOSITE ANALYSIS In instances where joint compound on drywall has been sampled and analyzed and determined by PLM analysis to be asbestos containing (greater than 1%), CDPHE allows for the drywall and joint compound to undergo a second method of analysis. This is recognized as "composite" and is used to determine the actual asbestos percentage of the compound on the entire drywall sample. If the compound is found to be less than 1% asbestos of the drywall, then the material is not classified as an asbestos containing material and therefore can be disposed of as general construction debris. Referback to OSHA City of regulations Section 2.2 for asbestos. For renovation projects OSHA regulations will apply. Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com • When Composite analysis is performed on drywall samples collected with resulting asbestos concentrations identified as less than one percent (<1%) the OSHA Construction Industry Standards for asbestos containing materials applies. Composite analysis was performed on one of drywall samples collected with resulting concentration to be 1% or less asbestos containing. 2.5 REGULATED ASBESTOS -CONTAINING MATERIALS Regulated asbestos -containing materials (RACMs) containing greater than 1% asbestos are required by EPA and Colorado Department of Public Health and Environment (CDPHE) regulations to be removed prior to renovation and/or demolition activities if such activities will impact these materials. RACMs are either friable materials; or non -friable materials likely to be rendered friable during the demolition and or renovation processes. Friable ACM; Category I and Category II non -friable ACM in poor condition and which has become friable or will be subject to drilling, sanding, grinding, cutting, burning, or abrading and which could be crushed or pulverized during anticipated renovation or demolition activities are considered regulated ACM (RACM) and must be removed prior to such activities. Refer to AppendixA Homogeneous Materials Table for asbestos containing materials, quantity and locations identified as a part of this inspection. SPECIAL NOTE REGARDING ROOFING & OTHER NON -FRIABLE MATERIALS Pursuant to the Colorado Regulation 8, Control of Hazardous Air Pollutants, Section III. Part 3 Paragraph C (1) Roofing Materials: "Tar impregnated roofing felts, asphalt tiles, asphalts and mastics that are non - friable and will remain non -friable during abatement are exempt from this regulation." The Colorado Department of Public Health and Environment, Air Pollution Control Division, allows for these materials to remain in place for demolition. However, the demolition of the building cannot include explosives; sawing (rotary or reciprocating); grinding; abrading; blasting or intentional burning City of that will render the materials friable. Recycling of these materials is also NOT permitted. Wheat Ridge Building Division American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com If the non -friable ACM is to be disposed of then it must be transported to a landfill that will accept non - friable ACM. The landfill must be contacted prior to disposal to ensure that the non -friable ACM is transported and packaged in accordance with the landfill's specific policy or regulation. If the materials have been rendered friable, the materials must be disposed of as friable asbestos -containing waste materials pursuant to subsection III.R. (Waste Handling). SECTION 3 CONCLUSIONSAND RECOMMENDATIONS American Veteran Environmental, LLC makes the following conclusions and recommendations based on the asbestos inspection activities and laboratory analysis of bulk samples collected: Asbestos containing materials were identified in bulk samples collected. Refer to Appendix A and B at the end of this report. • This is a limited renovation inspection and only those materials that will be impacted during renovation were inspected and sampled. • Any materials not listed in this report must be assumed asbestos containing until sampling and analysis proves otherwise. City of Wheat Ridge 3.1 GENERAL COMMENTS Building Division All ACM identified in this report is subject to the EPA National Emissions Standards for Hazardous Air Pollutants (NESHAPs) Regulations for Asbestos (40 CFR Part 61) and the CDPHE Regulation No. 8 Part 13 - Asbestos, "The Control of Hazardous Air Pollutants'. The CDPHE is responsible for administering the U.S. EPA NESHAP program for Colorado. ACBM is subject to OSHA Construction Industry Standard for Asbestos (29 CFR Part 1926.1101). This asbestos inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The information contained in this report is relevant to the date on American Veteran Environmental LLC 13373 HarbackRd Bennett CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com which this survey was performed and should not be relied upon to represent conditions at a later date. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation deemed necessary. AVENV does not warrant the work of regulatory agencies, laboratories or other third parties supplying information which may have been used in the preparation of this report. In the event of any reuse or publication of any portion of this report, AVENV shall not be liable for any damages arising out of such reuse or publication. Any use a third party makes of this report, or any reliance on or decisions to be made on it, are the responsibility of such third party. 3.2 FINAL COMMENTS Reasonable effort was made by AVENV to locate and sample accessible suspect building materials associated with the project as previously detailed in this report. However, for any structure, the existence of unique or concealed asbestos -containing materials is a possibility. Only non-destructive methods were used during sampling. As per the Asbestos Hazard Emergency Response Act (AHERA), a suspect material is to be considered asbestos -containing unless it is proven otherwise by appropriate inspection and sampling. LIMITATIONS No inspection can eliminate uncertainty regarding the presence of asbestos containing materials (ACM). AVENV's level of diligence and investigative procedures are intended to reduce, but not eliminate, potential uncertainty regarding the presence of ACM. The determinations made in this report should not be construed as a guarantee that all ACM present in the subject property has been identified and included in this report. No warranty or guarantee expressed or implied, is made regarding the findings, conclusions, or recommendations contained in this report. City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 901-9835 or me directly at the number below. Thank you for the opportunity to provide this service to you. Respectfully Submitted, Paula S. Bowers Asbestos Building Inspector#11051 Direct 303-265-1710 City of Wheat Ridge Building Division American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com Appendix A Homogeneous Materials Table American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, C080221 303.901.9835 /www.avenv.com APPENDIX A HOMOGENEOUS MATERIALS TABLE 4100 Carr Street Wheatrid e, CO Friable Hazard Ranking Estimated HA Description Locations Non-Friable & Disturbance Quantity Category Potential BBA01 2" dark brown vinyl baseboard, Basement rooms NF N/A brown adhesive N/A Misc. CDW01 Composite drywall w/ joint Basement bathroom and basement NF N/A compound painted white N/A walk-out room Misc. DW01 Drywall lathe behind plaster Throughout house NF N/A walls N/A Misc. FTM01 12x12 tan floor tile Basement bathroom NF N/A N/A Misc. FTM02 9x9 vinyl floor tile, red, black Basement closet NF Good condition 30 sf Misc. 6 MA01 Ceramic wall tile w/adhesive Master bathroom; main bathroom NF N/A N/A Misc. MA02 Mastic/adhesive on wall covering Kitchen wall NF N/A N/A Misc. MA03 Mastic/adhesive on wall covering Main bathroom wall at sink NF N/A N/A Misc. PL01 Sponge texture with some swirl Main floor walls Friable pattern N/A Surfacing N/A Asbestos Containing Materials are Listed in Red. Materials Containing 1% or less are Listed in Blue. City of Wheat Ridge Building Division APPENDIX A HOMOGENEOUS MATERIALS TABLE 4100 Carr Street Wheatrid e, CO Friable Hazard Ranking Estimated HA Description Locations Non -Friable & Disturbance Quantity Category Potential PL02 Plaster smooth surface with skim walls, ceiling throughout main floor Friable coat, painted various N/A rooms Surfacing N/A PL03 Plaster on concrete Basement walls Friable N/A Surfacing N/A SVF01 Sheet vinyl flooring black and gray Master bathroom Friable N/A stripe w/a ccent specs N/A Misc. SVF02 Sheet vinyl flooring muted green kitchen Friable N/A and tan N/A Misc. SVF03 Sheet vinyl flooring, green and tan Back hall to garage Friable N/A spec N/A Misc. WG01 Window glaze -Exterior Not yet All metal frame windows NF Good condition quantified Misc. 6 Friable: material that be crumbled pulverized or reduced to powder with hand pressure when dry Non -Friable: material that cannot be crumbled pulverized or reduced to powder with hand pressure when dry Thermal Systems Insulation (TSI): used to control heat transfer and or condensation on HVAC, hot and cold water or other mechanical systems etc. Surfacing Material: material that is sprayed or troweled onto surfaces such as fire proofing on structural members, plasterfor acoustical, decorative, etc. Miscellaneous Material: all other materials including taping mud floor file mastic, stucco, leveling compound and hard plasters. Category I non friable ACM: resilientfloor coverings, asphalt roofing products, packings, gaskets, or caulking containing greater than 1% asbestos Category 11 non -friable ACM: any material that is not Categoryl that contains greater than 1% asbestos Asbestos Containing Materials are Listed in Red. Materials Containing 1% or less are Listed in Blue. City of Wheat Ridge Building Division Hazard Ranking: 1= damaged or significantly damaged Thermal Systems Insulation (TSI) ACM,- 2=damaged fnjable surfacingACM,- 3=significantly damaged fnable surfacing ACM, 4—damaged or significantly damaged fnjable miscellaneous ACM; 5 ACBM with potential for damage; 6ACBM with potential for significant damage; 7—any remaining fnable ACBM or suspected ACBM. Disturbance Potential: Low = the material may be accessible but is not likely to be damaged under most circumstances. Moderate = the material is accessible and is likely to suffer limited damage over time. High = the material is fnjable and/or already damaged is accessible, and there is specific reason to believe the material will receive a large amount ofdamage in the foreseeable future. Condition: Good = the material had no visible damage, or extremely minor damage or surface marring (i.e., a room of floor file has only four orfive with small corners broken from the tile. Damaged = the material had visible damage evenly distributed over less than 10% ofits surface or localized over less than 25% of its surface. Significantly damaged = the material had visible damage that is evenly distributed over 10% or more of its surface or localized over 25% or more or its surface. City of Asbestos Containing Materials are Listed in Red. Wheat Ridge Materials Containing 1 /o or less are Listed in Blue. Building Division Appendix B Summary of Bulk Samples City of Wheat Ridge Building Division American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com APPENDIX B. Asbestos Bulk Sample Log Project Name: 4100 Carr Street Project Address: 4100 Carr street Wheatridge, CO Contact / Client. Dan Williams Dan.williams.arch@gmaii.com Inspection date & Lab COC # 1/22/2020 I CEI labs B200930 Building: Single-family Work Area: Interior/exterior(excluding garage) Asbestos: YES Accessibility unoccupied To Building Occupants? Sample Description of Material Hazard AHERA Asbestos Sample location No. Sampled Ranking Rating Laboratory Results BBA01-1 2° dark brown vinyl NA NA None Basement wall large room baseboard, brown adhesive detected BBA01-2 Composite drywall w/joint NA NA None Basement wall south room compound detected CDWO1 Composite drywall w/joint NA NA None Basement bathroom wall -1 compound detected CDWOI - Composite drywall w/joint Good NF .2% Basement walk out room 2 compound condition MISC Chrysotile south wall DWOI-1 Drywall lathe behind plaster NA NA None Behind south wall in dining walls, ceilings detected room, behind wall register DWOI-2 Drywall lathe behind plaster NA NA None Above plaster ceiling, attic walls, ceilings detected hatch FTMOI-1 12x12 green, white spec NA NA None Basement bathroom pattern floor tile, tan mastic detected FTMOI-2 12x12 green, white spec NA NA None Basement bathroom pattern floor tile, tan mastic detected FTM02-1 9x9 black/tan floor tile Good NF 5% Basement closet accent streaks, black condition MISC Chrysotile - mastic I tile only FTM02-2 9x9 black/tan floor tile Good NF Progressive Basement closet accent streaks, black condition MISC group mastic MA01-1 Ceramic wall the green, NA NA None Master bathroom w/tan adhesive detected MA01-2 Ceramic wall tile, pink NA NA None Main bathroom w/tan adhesive detected City of MA02-1 Mastic/adhesive on pink NA NA None Kitchen south vZeat wall covering detected Ridge MA02-2 Mastic/adhesive on pink NA NA None Kitchen east V\g lding Division I wall covering detected N/A = not applicable Sample Description of Material Hazard AHERA Asbestos Sample location No. Sampled Ranking Rating Laboratory Results Mastic/adhesive on wall NA NA None Main bathroom north wall at MA03-1 covering detected sink Mastic/adhesive on wall NA NA None Main bathroom south wall at MA03-2 covering detected sink Plaster sponge with swirl NA NA None Living room north wall PLO]-1 pattern detected Plaster sponge with swirl NA NA None Entry south wall PLOI-2 pattern detected Plaster sponge with swirl NA NA None Dining room east wall PLOI-3 pattern detected Plaster sponge with swirl NA NA None Back hallway to garage PLOI-4 pattern detected north wall Plaster sponge with swirl NA NA None Main hall, east wall PLOI-5 pattern detected Plaster sponge with swirl NA NA None Top of stairway wall to PLOI-6 pattern detected basement Plaster sponge with swirl NA NA None Bottom of stairway wall in PLOI-7 pattern detected basement Plaster- smooth w/ skim NA NA None Kitchen south wall PL02-1 coat painted pink detected Plaster- smooth w/ skim NA NA None Kitchen ceiling PL02-2 coat painted white detected Plaster- smooth w/ skim NA NA None Main bathroom wall PL02-3 coat painted pink detected Plaster- smooth w/ skim NA NA None SE bedroom east wall PL02-4 coat painted detected Plaster- smooth w/ skim NA NA None Master bedroom north wall, PL02-5 coat painted green detected west corner Plaster- smooth w/ skim NA NA None Dining room ceiling near light PL02-6 coat painted white detected fixture Plaster- smooth w/ skim NA NA None Master bedroom ceiling at PL02-7 coat painted white detected closet Plaster on concrete creme NA NA None Basement large room north PL03-1 paint detected wall Plaster on concrete painted NA NA None Basement, south room west PL03-2 yellow detected Plaster on concrete white NA NA None Basement wall near furnace PL03-3 paint detected Sheet vinyl flooring black NA NA None Master bathroom SVFO1-1 gray stripe w/spec accent detected Sheet vinyl flooring black NA NA None Master bathroom SVFO1-2 gray stripe w/s ec accent detected Sheet vinyl flooring muted NA NA None Kitchen near stove SVF02-1 green and tan detected City of Sheet vinyl flooring muted NA NA None Kitchen negAeart eenand tan detectedheet Ridge tSVF02-2t vinyl green, tan spec NA NA None Back hallway �iggiiDgpisioF03- detected Sample Description of Material Hazard AHERA Asbestos Sample location No. Sampled Ranking Rating Laboratory Results Sheet vinyl green, tan spec NA NA None Back hallway to garage SVF03-2 detected Window glaze, gray Good NF 2% South Exterior window of WGO1-1 condition MISC Chrysotile dining room Window glaze, gray Good NF Progressive West exterior window of WGO1-2 condition MISC group dinin room N/A = Not applicable City of Wheat Ridge Building Division Appendix C Laboratory Results City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennett CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com 1:; eurofins CEI January 29 2020 13373 N Harback Rd Benneft CO 80102 CLIENT PROJECT 4100 Carr St Wheatrudge CO CEI LAB CODE B200930 anabss rerea analyzed wife PLM) per the EPA aoo me23 2020 The nded were anaiyLea ror asbestos using polarizing light microscopy Sample results containing >1 A asbestos are considered asbestoozontainding ls (AGMs) per EPA regulatory requirements me detection limit for the EPA eoo Aended ase<tam asbestos by weight as determined by visual esimauon Tabbed Bar PhD Clud red NvLA�' Sul e,Diu .o. {.k eurofins I CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Purl for American Veteran Environmental, LLC ti•$eurofins c[i AsbeBr.sttossRIZIRXport SG TIGHT ummary PROJECT: 4100 Carr St Vi CO LAB CODE: B200930 COAST 2 B13QD ASBE OS Clark ID moser Lab ID Color Sample Color Carr BBAJ 1 B13437 Tan Baseball Sea Deseared COAST 2 B13QD obbe Tan call Cupp Creel L% Feel 2 B134aA Simple not krapped per COO SOLOS Back oboo Sea Deseared Feel 2 B134aA Simple not krapped per COO SOLOS Back oboo Sea Deseared o�rePo.v ti•$eurofins c[i AsbeBr.sttossRIZIRXport Summary PROJECT: 4100 Carr St Wheaftidge CO LAB CODE: B200930 ABBE 03 Crew ID Lower Lab ID Color Sample Description CaT ", aebC B13508 Gray Pater Base Cost Cone Colored ", ,tt$ ti•$eurofins c[i AsbesttossRRXport Summary PROJECT: 4100 Carr St Wheaftidge CO LAB CODE: B200930 AS OS Cram ID Layer Lab ID Color Samp �b�u 0 on Ca �O� tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD 13373 N Hall Rd DateReceaved 01 23 20 ON Banned CC 80102 DartleAnappeed: 01 29 20 ASBESTOS nateReplarded: 01 29 20 Ambles Ri Ncen Rescue Ad ASBESTOS BULK PILM. EPA 600 METHOD Ofieurt ID ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON ID Spool Ambles Ri Ncen Rescue Ad B13487 Tan Son as Bound B13488 Tan Son as Bound CORSON 1 Composite Add TBmgeneous 50% CNISIdde 50% Bedpan None Mentioned B13489 Mae Tan Remus Bound B13QD Mae Tan 25% Slicares Remus 15% AN 10 Cut Bound RE noto s 2% Ch ons A i Is to u n d i n Ad i M Ca a p a un d Sample contains 10% Joint Compound, compts its contans 0 2% ChOpotile oven EVENT 1 Drywall TBmgeneous 25% CNISIdde 75% Golan None Mentioned BNQl Mae Tan Remus Bound EVENT 2 Drywall TBmgeneous 25% CNISIdde 75% Golan None Mentioned B134C Mae Tan Remus Bound STOAT 1 Beer tle TBmgeneous 100% Al None Depectedi BNQBA Off white %suffmat Bell Son as tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK FILM. EPA 600 METHOD 13373 N marrace Rd DateRecedued 01 23 20 NO NA S BEST AS COMPONENTS Earned CC 80102 DateAnaBleadd: 01 29 20 nateReporded: 01 29 20 ASBESTOS BULK FILM. EPA 600 METHOD Cieurd ID ON ON NO NA S BEST AS COMPONENTS ASBESTOS Tan 5% palm Wn alone Bound FTMOl 2 Beer Be Hotel 100% ALB None Dememad BNQ4A Off Wrap Wn alone Teddy Bound Tan 5% palm Wn alone Bound STORE 1 Beer Be Hotel 65% ALB MEEff— BNQ5A Red 30% AN 10 Art Sproul Teddy Bound Boom Wn alone Bound STORE 2 Saddle Up Sol BN4AA per CAR Boom Wn alone Bound MEAN 1 NE3 NO Hotel 3% palm Tonle BNQ7 Crean 97% Nte NO wherat Manor Wn alone Bound El Nelson tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD 13373 N markslack Rd DateReceaved 01 23 20 ON Bel CC 80102 DartleAnaBlized: 01 29 20 ON IN nateReporded: 01 29 20 Ri Wer Users AS M01 2 ASBESTOS BULK PILM. EPA 600 METHOD Mark IN ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Middles Ri Wer Users AS M01 2 Na Ad Hotel 3% palm None �d BNQ8 Cream 97% Ble Ad Son brous Bound MOST Na Ad Hotel 3% palm None All Simple Cream 97% Ble Ad Son brous Bound SEE AS 2 Na Ad Hotel 3% palm None All B13500 Cream 97% Ble Ad Son brous Bound NES031 Na Ad Hotel 100% Na Ad None All B13500 Tan Son brous Bound SEE AN 2 Na Ad Hotel 100% Na Ad None All B13502 Tan Son brous Bound PLOT 1 Sol Skim CbZ Hotel 65% Slicares None All knor 1 Carl 32% AN d Art B13503 Son brous 3% palm Bound Na All Sol Base AAA Hotel 85% Slicares None All B13503 Busy 15% Binder Son brous Bound cre Of Wall award Dwsrn tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD 13373 N markslack Rd DateReceaved 01 23 20 ON Bel CC 80102 DartleAnaBlized: 01 29 20 ASBESTOS nateReporded: 01 29 20 Middles Ri Wer Users AS ASBESTOS BULK PILM. EPA 600 METHOD Mark IN ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Middles Ri Wer Users AS PLOT 2 Sol Skim CbZ Hotel 65% Slicares None �d knor 1 Carl 32% AN d Art B13504 Son brous 3% palm Bound Na All Sol Base AAA Hotel 85% Slicares None All B13504 Busy 15% Binder Son brous Bound PLOT 3 Sol Skim CbZ Hotel 65% Slicares None All knor 1 Carl 32% AN d Art B13505 Son brous 3% palm Bound Na All Sol Base AAA Hotel 85% Slicares None All B13505 Busy 15% Binder Son brous Bound PLOT 4 Sol Skim CbZ Hotel 65% Slicares None All knor 1 Carl 32% AN d Art B13506 Son brous 3% palm Bound Na All Sol Base AAA Hotel 85% Slicares None All B13506 Busy 15% Binder Son brous Bound PLOT 5 Sol Skim CbZ Hotel 65% Slicares None All knor 1 Carl 32% AN d Art B13507 Son brous 3% palm Bound curof tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS wherat Manor BULK PILM. EPA 600 METHOD 13373 N mal Rd DaNeReconved 01 23 20 ON Bit CC 80102 DartleAnallized: 01 29 20 ASBESTOS nateReporded: 01 29 20 BOUNCE 4100 Can dO VOLeatridge CC Wer Users AS ASBESTOS wherat Manor BULK PILM. EPA 600 METHOD Cilium IN ON ON NO BY S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Aftribles Ri Wer Users AS Na Core Peter Base Ada Hotel 85% Shcones Cone seemed B13507 Orm 15% Binder Ron Remus Bound PLOT 6 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13508 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13508 Orm 15% Binder Ron Remus Bound PLOT 7 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13509 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13509 Orm 15% Binder Ron Remus Bound PL02 1 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13510 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13510 Orm 15% Binder Ron Remus Bound CRY& tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD Cilium IN 13373 N mal Rd DaNeReconved 01 23 20 Bit CC 80102 DartleAnallized: 01 29 20 Adsorption Aftribles nateReporded: 01 29 20 BOUNCE 4100 Can dO VOLeatridge CC Peter Skim Cook Hotel ASBESTOS BULK PILM. EPA 600 METHOD Cilium IN ON ON NO BY S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Aftribles Ri Wer Users AS PL02 2 Peter Skim Cook Hotel 65% Shcones Cone �d Lumer 1 Carl 32% AN R Art B13511 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13511 Orm 15% Binder Ron Remus Bound PL02 3 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 Carl 32% AN R Art B13512 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13512 Orm 15% Binder Ron Remus Bound PL02 4 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 Carl 32% AN R Art B13513 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13513 Orm 15% Binder Ron Remus Bound PL02 5 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 Carl 32% AN R Art B13514 Ron Remus 3% palm CRY& Bound wherat Manor Sulkiniff Closed tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD Cilium IN 13373 N mal Rd DaNeReconved 01 23 20 Bit CC 80102 DartleAnallized: 01 29 20 Adsorption Aftribles nateReporded: 01 29 20 BOUNCE 4100 Can dO VOLeatridge CC Peter Base Ada Hotel ASBESTOS BULK PILM. EPA 600 METHOD Cilium IN ON ON NO BY S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Aftribles Ri Wer Users AS Na Core Peter Base Ada Hotel 85% Shcones Cone seemed B13514 Orm 15% Binder Ron Remus Bound PL02 6 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13515 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13515 Orm 15% Binder Ron Remus Bound PL02 7 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13516 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13516 Orm 15% Binder Ron Remus Bound PLAN 1 Peter Skim Cook Hotel 65% Shcones Cone Reamed Lumer 1 ranks 32% AN R Art B13517 Ron Remus 3% palm Bound Na Core Peter Base Ada Hotel 85% Shcones Cone Reamed B13517 Orm 15% Binder Ron Remus CRY& Bound wherat Manor Eukhou Ceded tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS BULK PILM. EPA 600 METHOD 13373 N marback Rd DaPoReachaved 01 23 20 NO NA S BEST AS COMPONENTS Bel CC 80102 DateAnaHAzdE 01 29 20 ON IN Adsorption nateReported: 01 29 20 Prichapect 4100 Can FT ViOreal CC PLAN 2 Sol Skim CbZ ASBESTOS BULK PILM. EPA 600 METHOD Risk IN ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON IN Adsorption Atribles Ri Her Rescue Ad PLAN 2 Sol Skim CbZ retail 65% Shares None �d knor 1 Chad 32% AN d Art B13518 Son Arse 3% palm Bound To All Sol Base FAA retail 85% Shares None Dedected B13518 Gray 15% Binder Son Arse Bound PLAN 3 Sol Skim CbZ retail 65% Shares None Dedected knor 1 Chad 32% AN d Art B13519 Son Arse 3% palm Bound To All Sol Base FAA retail 85% Shares None Dedected B13519 Gray 15% Binder Son Arse Bound SWAT 1 Shem Al retail 20% skinless 65% Al None Dedected B13520A Chad 15% Sermedo Fiber Sense Bound B13520B Na Ad retail 100% Based None Dedected Tan Son Arse Bound SCOOT 2 Shem Al retail 20% skinless 65% Al None Dedected B13521A Chad 15% Sermedo Fiber Sense curof Bound Wheat Rhipe tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS ASBESTOS El Nelson BULK PILM. EPA 600 METHOD 13373 N Harrace Rd DateReconved 01 23 20 Ob Bei CC 80102 DartleAnaBlized: 01 29 20 nateReported: 01 29 20 Propect 4100 Can FT mOreal CC B13521B ASBESTOS El Nelson BULK PILM. EPA 600 METHOD Film IN Ob Ob NO NA S BEST AS COMPONENTS ASBESTOS B13521B No Ad Haturogeneous 100% No Ad None �d Tan Son Abdul Bound B13522A Carl 15% Serthedo Fiber Rbroi Bound B13522B No Ad Haturogeneous 100% No Ad None Dedecled Yellow Son Abdul Bound B13523A Carl 15% Serthedo Fiber Rbroi Bound B13523B No Ad Haturogeneous 100% Based None Dedecled Yellow Son Abdul Bound SWAN 1 Sul ALB Haturogeneous 100% ALB None Dedecled Rbroi Bound B13524B No Ad Haturogeneous 100% Based None Dedecled Yellow Son Abdul Force Feed Wherat Abdul tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS Chading: COnencan VAReran Environmental LLC Lab Sell B200930 Client IN 13373 N marace Rd DaPoReconved 01 23 20 Bei CC 80102 DartleAgrainguaged: 01 29 20 Aftribles Ri New Belong nateReporded: 01 29 20 Sheet Ang Heterogeneous 100% Ang ASBESTOS BULK GEN. EPA 600 METHOD Client IN ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON IN Descabon Aftribles Ri New Belong AS SWAN 2 Sheet Ang Heterogeneous 100% Ang None �d Ri Bound B13525B Go No Heterogeneous 100% Go No None Dedecled Yellow Son alone Loge WG01 1 Val Glazing Heterogeneous 5% palm CEEff— Bound WG01 2 Simple "Analyzed B13527 pei W eurofins I CEI LEGEND Ni -NALACcessfiroff AnthophylIfte CacCad - calcium carbonate REPORTING LINT: A% by feel esfirsation REPORTING LINT FOR POINT COUNTS: 0 25% bi Ponsor 0 1% by 1 000 Points vinyl door tiles yen be dinclut to analysis via deduced Light microscopy FPLM) EPA recommendsthid all NOBst analysed by PLM and Found not to contain asbestos be further analysed by Transmission Election recroscopy, JEM) Please note thyd PLM endives of duck and per samples Ex asbestos is feel This repcom relates onlyto the pampas tested or analysed and may not be reproduced except in Pull Schout when appri by Fri CEI Fri CEI makes no warrarty representation regarding the accuracy of clent submitted information in preparing and presenting analytical results Interpretation ofthe analytical results is the belde responsibility ofthe bent Samples was reversed in acceptable condition unless otherpre noted This report may not be used by the clent to claim sample and sample Adsorption mA.A�ion customerAPPEALEDLaboratory Director NVLA�E Aloof CCILAC35 730 SE Maynard Road, Cary, NC 27511 Tel: 866-481-1412, Fax: 919-481-1442 ASBESTOS CHAIN OF CUSTODY LAEI USE ONLY CEI Lab Code: i Z C CEI Lab I.D. Range: I ---, j '? I COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: 28520 Job Contact: Company: American Veteran Environmental, LLC Email / Tel: Address: 13373 N. Harback Rd. r � I Project Name: Bennett, CO 80102 Project ID#: Email: srolf@avenv.com;pbowers@avenv.com PO #: Tel: Fax: STATE SAMPLES COLLECTED IN: nr IF TAT IS NOT MARKED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD 4 HR 8 HR TURN AROUND TIME 24 HR 2 DAY 3 DAY 5 DAY PLM BULK EPA 600 E-] L:1 I--] PLM POINT COUNT (400) EPA 600 17:1 E-1 I: 0 PLM POINT COUNT (1000) EPA 600 E:J 1-1 L-1 E] o 0 PLM GRAV w POINT COUNT EPA 600M 0 O C� PLM BULK CARR 435 0 0 0 0 L--1 PCMAIR NIOSH 7400 a LJ CJ TEM AIR EPA AHERA D TEM AIR NIOSH 7402 0 (] (] 0 TEMAIR IS010312 (� TEM AIR ASTM 6281-09 TEM BULK CHATFIELDa'! O D TEM DUST WIPE ASTM D6480-05 17 0 TEM DUST MICROVAC ASTM D5755-09 0 0 0 0 0 0 TEM SOIL TEM VERMICULITE ASTM D7521-13 CINCINNATI METHOD - s'� )ir�?i CI 0 0r OTHER:... REMARKS /.SP CIA`L INSTRUCTIONS: LlJ C� Accept Samples Reject Samples inquished By: Date/Time Received By: DatelTime Samples will be disposed of 30 days after analysis Page of idge Building Division Version: CCOC.06.16.1/2.LD Page 1 of 2 CEILOJ-�kV ASBESTOS SAMPLING FORM Sz©oub Page �iof Version: CCOC.06.16.212.LD Page 2 of 2 C I IC35 ASBESTOS SAMPLING FORM j.3 200G3v r PLM TEM PLM TEM PLM TEM (� PLM TEM 0 PLM TEM 0 PLM TEM 0 PLM 0 TEM PLM TEM PLM TEM (� PLM TEM 0 PLM TEM 0 PLM TEM 0 PLM TEM PLM TEM PLM TEM PLM 0 TEM 0 PLM TEM PLM 0 TEM PLM TEM PLM TEM PLM TEM PLM 0 TEM �] PLM TEM PLM TEM PLM TEM PLM 0 TEM PLM 0 TEM 0 ' ty of PLM TEM OWhe t Ridge Page of iWing Division Version: CCOC.06.16.2/2.LD Paqe 2 of 2 Appendix D Photos Confirmed Asbestos Containing Materials City of Wheat Ridge American Veteran Environmental LLC Building Division 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com 9x9 floor tile, basement closet- 5 %Chrysotile, tile only Window glaze- all exterior windows- 2% Chrysotile Joint compound on basement drywall -.2% in joint compound City of Wheat Ridge Building Division American Veteran Environmental LLC 13373 HarbackRd Bennet4 CO 80102 /Denver Office: 7100 Broadway Suite 3A Denver, CO 80221 303.901.9835 /www.avenv.com ABBREVIATIONS A/C AIR CONDITIONING OUTSIDE DIAMETER TO STL MATL ADJ ADJUSTABLE EXG EXISTING MAS AFF ABOVE FINISHED FLOOR EXP EXPANSION MAX ALUM ALUMINUM EXT EXTERIOR MECH AOR ARCHITECT OF RECORD (E) EXISTING MEZZ APPROX APPROXIMATE WITHOUT MFR ARCH ARCHITECTURAL FD FLOOR DRAIN MIN AUTO AUTOMATIC FGL FIBERGLASS MISC FF FINISHED FLOOR MR BD BOARD FIN FINISH(ED) MTL BETW BETWEEN FLR FLOOR BLDG BUILDING FND FOUNDATION N BO BOTTOM OF FOC FACE OF CONCRETE (N) B.O.D. BASIS OF DESIGN FOF FACE OF FINISH NIC FOS FACE OF STUD NO CF CUBIC FEET FRM'G FRAMING NOM CIP CAST -IN-PLACE FT FOOT, FEET NTS CJ CONTROL JOINT FT'G FOOTING CLOS CLOSET FURN FURNITURE OC CLG CEILIING FURR FURRING OD CLR CLEAR OH CMU CONCRETE MASONRY UNIT GALV GALVANIZED OPP COL COLUMN GFI GROUND FAULT INDICATOR OPN'G CONC CONCRETE GL GLASS OFCI CONT CONTINUOUS GRAN GRANULAR OFOI CPT CARPET GYP GYPSUM CT CERAMIC TILE GWB GYPSUM WALL BOARD PFAB CY CUBIC YARD PREFIN HB HOSE BIB PLT DBL DOUBLE HDR HEADER PLAM DEMO DEMOLISH(ED) HDWD HARDWOOD PLUMB DEPT DEPARTMENT HDWR HARDWARE PNT DTL DETAIL HM HOLLOW METAL PLY DIA DIAMETER HORIZ HORIZONTAL PSD DIM DIMENSION HVAC HEATING/VENTILATION/AIR CONDITIONING DN DOWN RIS DS DOWNSPOUT IGU INSULATED GLAZING UNIT RD DW DISHWASHER IN INCH RE: DWG DRAWING INSUL INSULATION REINF INT INTERIOR REQ EA EACH RM ELEV ELEVATION JNT JOINT RO ELEC ELECTRICAL EOR ENGINEER OF RECORD LAM LAMINATE SCHED EQ EQUAL/ EQUIVALENT LAV LAVATORY SF EQUIP EQUIPMENT LB POUND SHT O N O N d) N N s` 70 C: 0 MATERIAL MASONRY MAXIMUM MECHANICAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOISTURE RESISTANT METAL NORTH NEW NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE SIM SPEC SQ SHT SS SSD STD STL STO R STRUCT TR TEMP T&G T.O. TO BM TO CONC TO MAS ON CENTER TO PLT OUTSIDE DIAMETER TO STL OVERHEAD TS OPPOSITE TYP OPENING WEST OWNER FURNISHED/CONTRACTOR INSTALLED UNF OWNER FURNISHED/OWNER INSTALLED UON PREFABRICATED PREFINISHED (FACTORY FINISH) PLATE PLASTIC LAMINATE PLUMBING PAINT PLYWOOD PER STRUCTURAL DRAWINGS RISER ROOF DRAIN REFER TO, REFERENCE REINFORCE REQUIRED ROOM ROUGH OPENING SCHEDULE SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE SHEET STAINLESS STEEL SEE STRUCTURAL DRAWINGS STANDARD STEEL STORAGE STRUCTURAL TREAD TEMPERED TONGUE AND GROOVE TOP OF TOP OF BEAM TOP OF CONCRETE TOP OF MASONRY TOP OF PLATE TOP OF STEEL TUBE STEEL TYPICAL UNFINISHED UNLESS OTHERWISE NOTED VCT VINYL COATED TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W WEST WC WATER CLOSET WD WOOD WH WATER HEATER WP WATERPROOFING) WR WATER RESISTANT WRB WEATHER RESISTANT BARRIER WT WEIGHT W/ WITH W/O WITHOUT PROJECT DESCRIPTION: ZONING • R-2 LEGAL DESCRIPTION: • SUBDIVISION 221000 ELIZABETH, LOT 0016, SECTION 23, TOWNSHIP 03, RANGE 69 CODE REFERENCES: • 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) & CITY OF WHEAT RIDGE AMENDMENTS • 2017 NEC • COLORADO ADOPTED PLUMBING CODE • COLORADO FUEL GAS CODE INTERIOR RENOVATION WORK TO CONSIST OF: • DEMOLITION OF EXISTING KITCHEN, BEDROOM, BATHROOM AND STAIRWAY WALLS. NEW CONFIGURATION PER PLANS. • DEMOLITION OF (2) EXISTING WINDOWS AND (2) EXTERIOR DOORS. OPENINGS TO BE INFILLED WITH MATCHING BRICK VENEER WALL AND MASONRY CONSTRUCTION. NEW CONFIGURATION PER PLANS. • NEW EXTERIOR BATHROOM WALL ON EXISTING FOOTINGS, TO BE 2X4 FRAMED WITH CONTINUOUS INSULATION AND AIR BARRIER PER IECC 2012. SEE DETAILS. • (2) NEW EGRESS WINDOWS IN BASEMENT, VERTICAL CUTS ONLY. • VARIOUS WINDOW REPLACEMENT IN VICINITY OF NEW WORK • REWORK OF MEP TO SUPPORT IMPROVEMENTS, INCLUDING BASEMENT TIE-INS TO SUPPORT MAIN LEVEL RENOVATION. • GENERAL IMPROVEMENTS TO FLOOR AND WALL FINISHES ON MAIN LEVEL. • NO ADDITIONAL SITE COVERAGE PROPOSED • NO ADDITIONAL SQUARE FOOTAGE PROPOSED • NO ADDITIONAL STORIES OR INCREASED HEIGHT PROPOSED • NO ADDITIONAL LIVING UNITS PROPOSED SEE ATTACHES SHEETS FOR ADDITIONAL CODE REQUIREMENTS V6a41' IV Ir City of � Wh6atRedgie i i COMMUNITY DEVELOPMENT MENT APPROVED Reviewed for Code Compliance Randy Slusser 7/02/2020 Plans Examiner Date Validity of permit: Trig issWUxe of o gimnit or aMmovai of join specificoMm and computations shuN not be a pe►mit for, or on aMeavof of ory wolonon to any of the provisions of the budding code or of oj► City ordinorras. Permits presumng to give outhor►ty to viokw or cancel the pravislons of the its coda or other ordtnoom o/ the C ity shot not be va?A SHEET INDEX ONSITEPLA s'HD MUST BE ON SITE FOR INS ECTION Al COVER SHEET ALL Projects are arch to ct u re A2 EXISTING & DEMOLITION PLAN Subject to Field Inspec ons A3 RENOVATION PLAN A4 INTERIOR FINISH PLAN & RCP A5 ENLARGED ELEVATIONS 4100 Carr Street A6 DOOR & WINDOW SCHEDULES Renovation A7 ELECTRICAL SCHEMATIC PLAN A8 PLUMBING / HVAC SCHEMATIC PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. 2. ALL WORK SHALL CONFORM TO LOCAL CODES, RULES AND REGULATIONS OF THE AUTHORITY HAVING JURISDICTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, PROPER INSTALLATION OF ASSEMBLIES AND SYSTEMS, AND COORDINATION BETWEEN TRADES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF TEMPORARY ELEMENTS INCLUDING SHORING, SCAFFOLDING AND OTHER SYSTEMS NEEDED TO MAINTAIN A SAFE JOB SITE. 5. THE CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK. FINAL WORK SHALL BE FREE OF DEFECTS AND FINISHED SURFACES SHALL BE APPROPRIATELY PLUMB, LEVELAND FLUSH WITH SQUARE CORNERS UON. 6. THE CONSTRUCTION DOCUMENTS DESCRIBE THE DESIGN INTENTAND SCOPE OF WORKAND SHALL BE REVIEWED IN THEIR ENTIRETY. NO CLAIMS OR FEES FOR ADDITIONAL WORK WILL BE REWARDED FOR WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS OR REASONABLY INFERRED THEREIN. 7. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFYALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE COMMENCING WORK. 8. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DRAWINGS. 9. ALL DIMENSIONS SHOWN TO FINISHED FACE OF MATERIAL UON. 10. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PROMPTLY TO REPORTANY DISCREPANCIES OR DEVIATIONS IN THE CONSTRUCTION DOCUMENTS. 11. THE ARCHITECT SHALL HAVE THE OPPORTUNITY TO FIX ANY DISCREPANCIES OR DEVIATIONS AND HAVE REASONABLE TIME TO RESPOND TO REQUESTS FOR CLARIFICATIONS. 12. BLANK 13. THE CONTRACTOR SHALL PROVIDE BACKING OR BLOCKING FOR ALL WALL -MOUNTED ITEMS. 14. MECHANICAL, ELECTRICALAND PLUMBING (MEP) SCOPE IS SHOWN SCHEMATICALLY HEREIN. LICENSED PROFESSIONAL TRADES TO PROVIDE FINAL DESIGN FOR RESPECTIVE SYSTEMS AND COMPLY WITH ALL RELEVANT CODES, RULES AND REGULATIONS OF THE AHJ. 15. MEP PIPES, CONDUIT, WIRING, BOXES, PANELS AND OTHER SERVICE RUNS OR ROUGH -IN SHALL BE FULLY CONCEALED. IF CONFLICTS OCCUR BETWEEN FINISHED MATERIALS AND SYSTEMS, THE ARCHITECT SHOULD BE NOTIFIED PRIOR TO INSTALLATION. 16. FINAL COLOR, TEXTURE OR FINISH SELECTIONS SHALL BE MADE BY THE ARCH ITECTAND OWNER. 17. SUBSTITUTIONS FOR ITEMS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS SHALL BE REQUESTED IN ADVANCE AND REVIEWED BY THE ARCHITECTAND OWNER. SYMBOLS BUILDING SECTION 0 UPPER LINE - SECTION NO. A0.0 LOWER LINE - SHEET NO. 4100 Carr Street Wheat Ridge CO 80033 Owner: Marsha Williams 11627 N 75th. St. Longmont CO 80503 Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 �O L/ p�P•• . N •••.CF v 404302 �'CHITE BUILDING ELEVATION UPPER LINE - ELEV NO. 01 PERMIT SET 6/29/20 LOWER LINE - SHEET NO. ISSUE I NAME DATE o/ SPOT ELEVATION ON SITE �C OR FOUNDATION PROJECT NO: 20 01 0" HEIGHT INDICATOR AT DRAWN BY: DW FLOOR OR SLAB I CHECKED BY: DW 0 DETAIL CALLOUT A0.0 UPPER LINE - DETAIL NO. L I LOWER LINE - SHEET NO. DOOR TAG DO REFER TO ABBREVIATIONS ON DOOR SCHEDULE WINDOW TAG REFER TO ABBREVIATIONS ON WINDOW SCHEDULE COPYRIGHT: Threshold Architecture LLC SHEET TITLE: COVER SHEET Al DEMO & REPLACE (E) FIXTURE C) N O N Cn N (D c� C: O (E) SUNKEN LIVING RM RELOCATE (E) FURNACE FLUE, SEE NEW CHASE XPi I I I I I I I I .. I I I I I I REPLACE (E) FIXTURE, I SEE NEW ---- --------------i r �I I I I I I I I I I I I I I I I rl,l I I (T) I I I I ELOCATE (E) T - TAT, SEE NEW I I I I I I I I --� I �I i1 I i 1 I I DEMO STAIRWELL WALLS, SEE NEW (E) DINING i l I I I I I I I I REMOVE (E) FIXTURE, SEE NEW I I L iT (E) MASTER BED LOAD BEARING WALL TO BE REMOVED, PROVIDE TEMP SUPPORT FOR ROOF / CL'G FRAM -G, SEE STRUCTURAL {y} :x I I I i'lfl I i i t iii iDEMO & REPLACE JI I I (E) MIASTER BATH III i (E) FIXTURE RELOCATE (E) REGISTER REMOVE AND REPLACE — WINDOW, BY OTHERS ,�• ++ �11� I I 1 � I IIHII R P \i,/ I I 1 DEMO PLUMBING FIXTURES, TYP, RECONFIGURE PER PLAN I DEMO (E) WINDOW, (E) BATHROQM I RECONFIGURE PER PLAN ----------------- � ---- -�� I---------� I I I I I I I 1 � I I I I I I I I I �____—_= DEMO (E) FIXTURE ELOCATE (E) /REGISTER, TYP AT DEMO'D WALLS i I DEMO (E) WINDOW, SUPPORT PSD, RECONFIGURE PER PLAN RELOCATE (E) � r REGISTER, TYP III I 1 i RELOCATE (E) RETURN DEMO & REPLACE (E) FIXTURE l AIR, SEE NEW I I i i (E) BEDROOM t -� DEMOLISH INTERIOR i i i i DEMO (N) OPN'G, I I PLASTER @ (N) KITCHEN, r SUPPORTPSD PRESERVE (E) FURRING I I J I I DEMO (N) OPN'G, LOAD BEARING WALL TO BE ��� hi SUPPORT PSD REMOVED PROVIDE TEMP III * I I SUPPORT FOR ROOF / CL'G i III w FRAM -G, SEE STRUCTURAL rT— 1 SII, - 4 � I W I I----- ------ - t--�----- -- ` I DEMO (E) OPN'G, �` II RELOCATE (E) ELECTRICAL PANEL I PROVIDE TEMP SHORING TO GARAGE, SEE NEW LAYOUT `.` DEMO (E) OPN'G, --+U _ PROVIDE TEMP SHORING -------------------`--_= J-"- E G/ $$ �.--------11\ 11 r----------- %,,/ ;II\ 1 1 _-srv_ C 'y I I I I I I I I I I I (E) KITCHEN DEMO WIRING FOR(E) BEDROOM #1 (E) STOVE, DISPOSALAND DW C (7 C kn!!) MAIN LEVEL EXISTING & DEMOLITION SCALE: 1/4" = 1'-0" r L DEMO & REPLACE (E) FIXTURE DEMOLITION LEGEND: DEMOLISHED WALLS, LION EXISTING WALLS, LION, TO REMAIN THRESHOLD architecture 4100 Carr Street DEMOLISHED DOORS Renovation -- EXISTING DOORS, TO REMAIN 4100 Carr Street Wheat Ridge CO 80033 DEMOLISHED ELECTRICAL DEVICES, FIXTURES, OR EQUIPMENTAS INDICATED. --;i DEMOLISHED PLUMBING FIXTURES AS Owner: INDICATED. Marsha Williams ---- 11627 N 75th. St. Longmont CO 80503 DEMOLITION NOTES: 1. PATCH AND REPAIR EXISTING SURFACES DAMAGED FROM ADJACENT WORK OR DEMOLITION. 2. SALVAGE BRICK AND REUSE. 3. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER PROMPTLY IF CONDITIONS ARE UNCOVERED THAT IMPACT DEMOLITION, NEW ASSEMBLIES OR LAYOUTS. N City of 1' 5' 10' 20' Wheat Ridge Building Division Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 -po ��c oo�Arv'�y�lFti� v a 404302 jr'� c RCHITE 01 1 PERMIT SET ISSUE I NAME PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT - Threshold Architecture LLC SHEET TITLE: 1*4 (- Zai - 2v 6/29/20 DATE EXISTING & DEMOLITION PLAN I� 21 1 1 O N O N N (D c� 70 O SLOPED 1/2" PER FOOT AWAY FROM FOUNDATION, TYP OF 2 F (n I (N) OH ELEC. FOR I I I I IE( ) SUNN I I 3" WIDI RE I R-13 F INS( (N) SI I ' I F I I � I � I (N I I I I (N) 1X3 (NON -LO/ (E) STAIF I I 11.-2 3/4" VIF INFILL I I I II I I I I I I I I I I I I PLAN LEGEND: NEW EXTERIOR WALLS, SEE NOTES NEW INTERIOR WALLS: 2 -SIDED GYP, UNLESS OTHERWISE NOTED. SOUND BATT INSULATION AS SHOWN. EXISTING WALLS: 2X4 W/ 3/8" GYP + 3/8" PLASTER BOTH SIDES, LION, TO REMAIN THRESHOLD architecture 4100 Carr Street Renovation NEW DOORS, SEE SCHEDULE 4100 Carr Street Wheat Ridge CO 80033 EXISTING DOORS, TO REMAIN NEW POINT LOAD: REFER TO STRUCTURAL DRAWINGS FOR Owner: -� SIZE AND CONTINUOUS LOAD PATH TO FOUNDATION Marsha Williams 11627 N 75th. St. (N) NEW CONSTRUCTION I Longmont CO 80503 (E) EXISTING ITEM (F) FUTURE ITEM -------------------------� (R) RELOCATEDITEM I PLAN NOTES: (N) REPLACEMENT WINDOW AT (E) OPENING 1. ALL DIMENSIONS TAKEN FROM FACE OF FINISHED MATERIAL, UNLESS OTHERWISE NOTED. 2. VERIFYALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. 3. SEE FINISH PLANS FOR MILLWORK AND FIXTURE DIMENSIONS 4. PROTECT ALL FINISHES TO REMAIN. 5. REFER TO INTERIOR PLAN FOR ADDITIONAL FINISHES AND DIMENSIONS. 6. REFER TO REFLECTED CEILING PLAN (RCP) FOR EXTENTS OF SOFFIT AND COVE. 7. EXISTING EXTERIOR WALLS CONSIST OF BRICK VENEER WITH 4" NOM CMU BACKUP, FURRING AND PLASTER INTERIOR. CONTRACTOR TO VERIFY IN FIELD. INFILL AND PATCHING TO MATCH EXISTING MATERIALS, UNLESS OTHERWISE NOTED. Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 oo� Arv'`y�lFti� v a 404302 c RCHITE 01 PERMIT SET ISSUE NAME PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: 1*4 (- Zai - 2v 6/29/20 DATE RENOVATION PLAN N 2 BASEMENT TMAI N LEVEL RENOVATION cit,, of SCALE: 1/4 1 0 11 51 10, 20' SCALE: 1 /4" = 1'-0" 1' 5' 10' 20' Wheat Ridge Building Division A3 21 1 1 0 0 C:) N O N Cn N N C= C: O 0 0 4'-0" 1, 2'-2"i, 4' COVE 0 (N) CEILING COVE TO MATCH EX'G 31, 4'-0" Q 0 0 � LL Cl) 0 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 1' 5' 10' 20' INTERIOR LEGEND: (E) WOOD FLOOR - PATCH AND REFINISH (N) CARPET - TO BE SELECTED (N) FLOOR TILE - TO BE SELECTED INTERIOR PLAN NOTES: 1. FURNITURE SHOWN FOR REFERENCE ONLY. OWNER TO PROVIDE AND INSTALLALL FURNISHINGS. 2. NEW BASEBOARD TO MATCH EXISTING. MAIN LEVEL FINISH PLAN SCALE: 1/4" = 1'-0" N City of 1' 5' 10' 20' Wheat Ridge Building Division THRESHOLD architecture 4100 Carr Street Renovation 4100 Carr Street Wheat Ridge CO 80033 Owner: Marsha Williams 11627 N 75th. St. Longmont CO 80503 Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 AN v a 404302 ; RCHITE 01 1 PERMIT SET 6/29/20 ISSUE NAME DATE PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: INTERIOR FINISH PLAN &RCP MIA 21 1 1 0 N C:) N C» N N C= c� 70 C: O (N) KITCHEN ISLAND SCALE: 1/2" = V-0" &__,NEMASTR BATH NORTH SCALE. 1 /2 - 1 -0 �(R) RELOCATED ATTIC ACCESS (N) MASTER CLOSET SCALE: 1 /2" = V-0" &_,N MASTER BATH EAST SCALE. 1/2 - 1 -0 000 (N) COAT HOOKS (N) HARDWOOD VENEER (N) BOOT CUBBY WITH SEAT :�_ CAB. W/ MIRROR, BOTH SIDES O I O O O ADJUSTABLE SHELVING, OFOI TOP W/ BACKSPLASH (N) SUPPLY REGISTER 3/4" 3'-0" 3'-0" 3'-9" 3/4'• 0 0 0 0 0 0 0 ti CLOSET ORGANIZATION IA OFOI PULL OUT DRAWER ;OMBINATION WALL OVEN / CONVECTION MICROWAVE 2'-6" 1'-3" (N) MASTER CLOSET SCALE: 1 /2" = V-0" &_,N MASTER BATH EAST SCALE. 1/2 - 1 -0 15 N HALL CLO�-O� T SCALE. 1/2 - 1 (N) RECESS FOR COVE UPLIGHT (N) FRIDGE PER SCHEDULE (N) PANTRY CAB. (N) HDWD PLY SURROUND, TYP 3 000 (N) COAT HOOKS (N) HARDWOOD VENEER (N) BOOT CUBBY WITH SEAT :�_ CAB. W/ MIRROR, BOTH SIDES O I O O O ADJUSTABLE SHELVING, OFOI TOP W/ BACKSPLASH 15 N HALL CLO�-O� T SCALE. 1/2 - 1 (N) RECESS FOR COVE UPLIGHT (N) FRIDGE PER SCHEDULE (N) PANTRY CAB. (N) HDWD PLY SURROUND, TYP 3 000 (N) COAT HOOKS (N) HARDWOOD VENEER (N) BOOT CUBBY WITH SEAT :�_ CAB. W/ MIRROR, BOTH SIDES O I O O O VANITY CAB, W/ QUARTZ TOP W/ BACKSPLASH (N) SUPPLY REGISTER 3/4" 3'-0" 3'-0" 3'-9" 3/4'• )_N KITCHEN SOUTH SCALE. 1 /2 - 1 -0 1 9N MASTER BATH SOUTH SCALE. 1/2 = V-0" BUILT-IN BOOKSHELF, OFOI GYP REVEAL BY CONTRACTOR, INSET HDWD TRIM BY OWNER SHELVING AND MEDIA CONSOLE, OFOI, COORDINATE W/ OWNER FOR BACKING, (N) LIVING ROOM WALL SCALE. 1/2" = V-0" 1/8" LIGHT FIXTURES, PER ELEC (N)( 2 N KITCHEN NORTH SCALE. 1 /2 - 1 -0 RECESSED MEDICINE CAB. W/ MIRROR, BOTH SIDES O I O O O VANITY CAB, W/ QUARTZ TOP W/ BACKSPLASH 0 0 0 0 0 0 0 PULL OUT DRAWER ;OMBINATION WALL OVEN / CONVECTION MICROWAVE 2'-6" 1'-3" 2 N KITCHEN NORTH SCALE. 1 /2 - 1 -0 RECESSED MEDICINE CAB. W/ MIRROR, BOTH SIDES O I O O O VANITY CAB, W/ QUARTZ TOP W/ BACKSPLASH NMASTER BATH WEST SCALE. 1 /2 - 1 -0 v iMITIrAnvr r viw.aerI 1'-3" 3'-0" 6" 2'-1" 2'-6" 1'-3" 1 N KITCHEN EAST SCALE. 1/2 - 1 -0 T_LN'B ATH NORTH SCALE. 1 /2 - 1 -0 @>N BATH EAST SCALE. 1/2 - V_0_ FLR FRAMING, TYP (N) RAILING SCALE: 1/2" = V-0" STAIR 5)_N BATH �oYT H SCALE. 1 /2 - -0 SCALE: 1/2" - 1'-0„ City of THRESHOLD architecture 4100 Carr Street Renovation 4100 Carr Street Wheat Ridge CO 80033 Owner: Marsha Williams 11627 N 75th. St. Longmont CO 80503 Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 oo :i Arv'�y�lFti� v a 404302 ; RCHITE 01 1 PERMIT SET ISSUE I NAME PROJECT NO: 2001 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Z Threshold Architecture LLC 0 M SHEET TITLE: Wheat Ridge Building Division 1*4 (- Zai - 2v 6/29/20 ENLARGED ELEVATIONS DATE 21 1 1 C:) N O N C6 N N 70 C: O DOOR SCHEDULE NO. QTY LOCATION PLAN ELEVATION SIZE (VIF) TYPE MATERIAL FINISH HARDWARE NOTES INT FINISH GLAZING U—VALUE NOTES (VIF) D1 1 (E) BEDROOM #1 " 21-6"x7'-0" FLUSH, SWING WOOD FACTORY PRIME, PTD WHITE LATCH SET OFCI N 11-71/21, x2'-2" KOLBE FORGENT FIBERGLASS AWNING ARCH TO ARCH TO LOW—E, MAX 0.32 OFOI SELECT SELECT OBSCURED /M D2 1 (E) BEDROOM #1 3'-6"x7'-0" FLUSH, BI—FOLD WOOD FACTORY PRIME, WOOD DOOR OFC( (N) KITCHEN CLOSET 6'-4"x3'-31/2" KOLBE VISTALUXE ALUMINUM PICTURE, PTD WHITE PULL SOLAR LOW E MAX 0.32 OFOI T-64 CLAD WOOD CASEMENT SELECT PRIME 6'-4" D3 1 (N) BEDROOM #2 " 2'-6"x7'-0" FLUSH, SWING WOOD FACTORY PRIME, PTD WHITE LATCH SET OFCI NARCH TO ARCH TO W3 1 (N) MASTER BATH 31-0"x2'-2" KOLBE FORGENT FIBERGLASS CASEMENT /M SOLAR LOW E MAX 0.32 OFOI D4 1 (N) BEDROOM #2 31-6"x7'-0" FLUSH, BI—FOLD WOOD FACTORY PRIME, WOOD KNOB OFCI CLOSET DOUBLE DOOR PTD WHITE T-64 MAX 44" FROM W4 2 D5 1 (N) LAUNDRY �o TBD 2 —4 x7 —0 2—PANEL LOUVERED, WOOD FACTORY PRIME, WOOD KNOB OFCI MAX 0.32 SUBFLOOR TO CLOSET EGRESS BI—FOLD PTD WHITE EGRESS SELECT SELECT 2'-4 CLEAR OPENING AT SILL W5 D6 1 (N) BATHROOM FF7�_ 2'-9"x 1'-7" 2'-4"x7'-0" FLUSH, POCKET WOOD FACTORY PRIME, POCKET PULL OFC( SOLAR LOW E MAX 0.32 LA WALL PTD WHITE AND LATCH SELECT SELECT 2'-4 W6 3 BASEMENT—EAST D7 1 (N) HALL CLOSET FORGENT " 2'-4"x7'-0" FLUSH, POCKET WOOD FACTORY PRIME , POCKET PULL OFCI WALL 1� (0 PTD WHITE SELECT SELECT 2'-4 D8 1 (N) KITCHEN ENTRY 21-8"X6141 2—PANEL, HALF—LITE, WOOD FACTORY PRIME, LOCKSET, OFCI, MAX U— ENTRY DOOR PTD WHITE DEADBOLT VALUE OF 0.32 2'-8'/" _ °° 2—PANEL, SOLID 20— LOCKSET, D9 1 (E) GARAGE ENTRY — � 2'-8"x6'-8" MIN, FIRE RATED TBD FACTORY PRIME, DEADBOLT, OFC( 20 MIN DOOR ENTRY DOOR PTD WHITE SELF—CLOSING DEVICE 2'-8 D10 1 (E) MASTER BED " 21-6"x7'-0" FLUSH, SWING WOOD FACTORY PRIME, PTD WHITE LATCH SET OFCI 2'-6 (N) MASTER BATH � FULL LITE GRID, FACTORY PRIME, D11 1 VANITY o 2'-4"x7'-0" OBSCURED GLASS, WOOD PTD WHITE DOOR PULL OFC( POCKET 2'-4 ATTIC,., r�1 SECTION - EXTERIOR DOORS SCALE: 3/4" = 1'-0" ATTIC 5444'-0' MAIN TALL ED E O JAMB, F JT @ PERI YR FOAM -ACE, TYF SHOLD O� CKPLATE /\ \X//,<, STRUCTURAL DETAILS ]FIRM (E) SOFFIT FRAM -G, PORT AS NEEDED E WINDOW FLANGE, TYP IOVE & REINSTALL (E) TRIM AS NEEDED IOVE MASONRY LINTELABOVE DOW, INFILL W/ (N) WOOD TRIM SURE AND BLOCK'G AS NEEDED DONE SEALANT @ (METER, COLOR MATCH, TYP. V EXPANDING FOAM CONT. @ VI SPACE, TYP KIBLE THRU-WALL FLASHING UNDER BRICK. TRIM AT FACE OF BRICK END WEATHER BARRIER / TAPE, INTO WINDOW OPEN'G, ALL SIDES INCREASE WALL FURRING PER PLAN SECTION - KITCHEN WINDOW SCALE: 3/4" = 1'-0" WINDOW SCHEDULE NO. QTY LOCATION PLAN ELEVATION SIZE (VIF) MFR MODEL MATERIAL TYPE EXT COLOR INT FINISH GLAZING U—VALUE NOTES (VIF) W1 1 (N) BATH N 11-71/21, x2'-2" KOLBE FORGENT FIBERGLASS AWNING ARCH TO ARCH TO LOW—E, MAX 0.32 OFOI SELECT SELECT OBSCURED W2 1 (N) KITCHEN M — 6'-4"x3'-31/2" KOLBE VISTALUXE ALUMINUM PICTURE, ARCH TO FACTORY SOLAR LOW E MAX 0.32 OFOI CLAD WOOD CASEMENT SELECT PRIME 6'-4" NARCH TO ARCH TO W3 1 (N) MASTER BATH 31-0"x2'-2" KOLBE FORGENT FIBERGLASS CASEMENT SOLAR LOW E MAX 0.32 OFOI SELECT SELECT MAX 44" FROM W4 2 (N) BASEMENT 2'-9"x414" TBD TBD TBD CASEMENT ARCH TO ARCH TO SOLAR LOW E MAX 0.32 SUBFLOOR TO EGRESS EGRESS SELECT SELECT CLEAR OPENING AT SILL W5 2 BASEMENT — SOUTH FF7�_ 2'-9"x 1'-7" KOLBE FORGENT FIBERGLASS AWNING ARCH TO ARCH TO SOLAR LOW E MAX 0.32 WALL SELECT SELECT W6 3 BASEMENT—EAST —6 2'-8x 1 1-61 " KOLBE FORGENT FIBERGLASS AWNING ARCH TO ARCH TO SOLAR LOWE MAX 0.32 WALL 1� (0 SELECT SELECT ATTIC 5444'-0' MAIN LEVEL 5436'-0" N) HEADER PSD (N) OUTBOARD CONTINUOUS INSULATION RE: MFR JAMB DETAILS & WALL SECTION — — — — — — — — — — — — — — — — — — — — - I I I I I I I I I I I L — — — — — — — — — — — — — — — — J (N) MIN 1" RIGID INSULATION @ INTERIOR OF MAS. WALL BATHROOM INSULATION DETAIL SCALE: 3/4" = 1'-0" ) HEADER PSD TAPE WINDOW FLANGE, TYP REMOVE & REINSTALL (E) TRIM SILICONE SEALANT @ PERIMETER, COLOR MATCH, TYP. LOW EXPANDING FOAM CONT. @ SHIM SPACE, TYP ED SILL FLASHING EXTEND WEATHER BARRIER/TAPE, INTO WINDOW OPEN'G, ALL SIDES, SHINGLE PER MFR METAL PANEL RAINSCREEN 4" CONT. XPS R-20 FOAM BOARD INSUL ON Z -FURRING 15LB ASPHALTIC FELT, OR SIMILAR WRB 7/16" PLYWOOD SHEATHING OVER 2X4 STUD NO INTERIOR INSULATION OR CLASS I VAPOR RETARDER. ASSEMBLY WILL DRY TO THE INTERIOR FULL -HT TILE W/ CEMENT -BASED GROUT OVER HARDI-BOARD W/ FIBER TAPE @ SHOWER ENCLOSURE LAP WRB OVER BASE FLASHING —2 -PIECE MFR BASE FLASHING a a a ----_PRESSURE TREATED SILL PLATE OVER FOAM MUDSILL SECTION - BATHROOM WINDOW SCALE: 3/4" = 1'-0" WINDOWAND DOOR NOTES: 1. REFERENCE DOOR QUOTES TBD. CONFIRM FIT AND FINISH PRIOR TO ORDER. 3. PROVIDE SCREENS AT OPERABLE WINDOWS. 4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 5. USE MFR STANDARD SIZES WHERE POSSIBLE. REVIEW MODIFICATIONS WITH ARCHITECT. 6. DOOR HARDWARE TO BE SELECTED BY OWNER. City of Wheat Ridge Building Division THRESHOLD architecture 4100 Carr Street Renovation 4100 Carr Street Wheat Ridge CO 80033 Owner: Marsha Williams 11627 N 75th. St. Longmont CO 80503 Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 o vArv''••.Fti O : � v a 404302 c p moi: RCHITE 01 1 PERMIT SET ISSUE I NAME PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: a 6 - zq - 2v 6/29/20 DATE DOOR &WINDOW SCHEDULES 21 1 1 CD N CD N O6 N N C= c� C: O APPLIANCE SCHEDULE Tag DESCRIPTION MFR MODEL ��-'------� -eRA FUTURE ATTIC FAN - FOR ROUGH -IN ' L1 Ll�� Li --- , --------------------- ---'-' - TBD SINK DISPOSAL RECEPTACLE DW PURPOSES -GDR O WA WASHER RECEPTACLE STACKABLE VENTLESS ELECTRIC --------------- DR TBD DRYER ���� DW 3 -RACK DISHWASHER TBD L2 (WET) � +48" COUNTER -DEPTH FRENCH -DOOR L2 FR REFRIGERATOR WITH ICE -MAKER TBD I - � L1 RANGE HOOD TBD L4 0 COMBINATION WALL OVEN / OV/MW (N) 3 -WAY TO L2 Ll i r' ---- & L3 FIXTURES CONVECTION MICROWAVE i I �gqoO (N) 3 -WAY TO _ , 9 DROP-IN ELECTRIC INDUCTION RANGE TBD L1 FIXTURES ------ L2 HIGH -EFFICIENCY STACKABLE FRONT L3 C WA TBD ,' LOAD WASHER Q L3 ' 2 ENLARGED KITCHEN LIGHTING I SCALE. 1 /2 - 1 -0 CD N CD N O6 N N C= c� C: O APPLIANCE SCHEDULE Tag DESCRIPTION MFR MODEL FINISH -eRA FUTURE ATTIC FAN - FOR ROUGH -IN HD RANGE HOOD RECEPTACLE MW (F) I TBD DSP SINK DISPOSAL RECEPTACLE DW PURPOSES -GDR O WA WASHER RECEPTACLE STACKABLE VENTLESS ELECTRIC DR TBD DRYER ���� DW 3 -RACK DISHWASHER TBD L2 (WET) � +48" COUNTER -DEPTH FRENCH -DOOR FR REFRIGERATOR WITH ICE -MAKER TBD I - � HD RANGE HOOD TBD L4 COMBINATION WALL OVEN / OV/MW C TBD --- ,` r' ---- ------------ CONVECTION MICROWAVE \\--------- I �gqoO OV/MW(JD RA DROP-IN ELECTRIC INDUCTION RANGE TBD L2 HIGH -EFFICIENCY STACKABLE FRONT L3 C WA TBD LOAD WASHER ELECTRICAL EQUIPMENT LEGEND - DUPLEX RECEPTACLE 4) GFCI RECEPTACLE -------------------- =0 ' COUNTERTOP GFCI RECEPTACLE -eRA L HD RANGE HOOD RECEPTACLE MW MICROWAVE RECEPTACLE I REFRIDGERATOR/FREEZER RECEPTACLE DSP SINK DISPOSAL RECEPTACLE DW DISHWASHER RECEPTACLE -GDR O WA WASHER RECEPTACLE RECESSED BACKBOX FOR i MONITOR & 1 1/2" CONDUIT ���� TO MEDIA CONSOLE BELOW L2 (WET) � +48" C � I - � I �� FO H L4 L4 C r --- ,` r' ---- ------------ \\--------- I �gqoO OV/MW(JD _ +60" Cqb C L2 L3 C ELECTRICAL EQUIPMENT LEGEND - G16 SWITCH ---- DUPLEX RECEPTACLE 4) GFCI RECEPTACLE C COUNTERTOP GFCI RECEPTACLE -eRA RANGE/OVEN RECEPTACLE HD RANGE HOOD RECEPTACLE MW MICROWAVE RECEPTACLE FR REFRIDGERATOR/FREEZER RECEPTACLE DSP SINK DISPOSAL RECEPTACLE DW DISHWASHER RECEPTACLE -GDR VENTLESS DRYER RECEPTACLE WA WASHER RECEPTACLE G16 SWITCH ---- SCHEMATIC SWITCH -LEG n n UNDER -TILE LOW -VOLTAGE HEATING MESH o 2" RECESSED LED DOWNLIGHT, GIMBAL TRIM (OFCI) I LED SURFACE -MOUNTED FIXTURE (OFCI) v LED WALL PACK (OFCI) I I LED PENDANT (OFCI) II I I I O CEILING FAN (OFCI) I L1 0 UNDER -CABINET LED - COUNTER ILLUMINATION (OFCI) (N) WALL PACK Lo IN -CABINET LED - TOP SHELF ILLUMINATION (OFCI) (N) UNDERTILE HEAT MESH W/ TIMER CONTROL 2 SEE ENLARGED KITCHEN 'q7 LIGHTING PLAN II } I (N) HORIZONTAL GFCI RECEPTACLES @ COUNTER, TYR RE: ELEVATIONS r — - (N) HORIZ. DISPOSAL SWITCH ' I DSP I 6/ 1 I +30" POP -OUT DW I�� I = EQ = EQ = EQ = EQ = BSMT SMOKE ALARM C� (N) BSMT FIXTURE---' Io RA oI ___ — — — — — — — — — — — — — — — — — — — — — — — — — — — — HD (CEILING) c— I ' i I STANDARD HT ' +30" POP -OUT -----------------TO GARAGE WORK L3 I- --- LIGHTS FEEDER TO 100A FR t BSMT SUBPANEL E I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (N) 200A SERVICE FEEDER TO 200A I =eAND PANEL MAIN PANEL L5 --- - �� �------------ - - SAO -------- --- FAN ROUGH -IN —_ `_' O O (N) COMBINATION (F) FUTURE ATTIC qp _ � ELEC METER I y1� JI BATH FAN/LIGHT TO � ,'-' TO BE REPLACED I I - WA DR-� L4 I � � I L5 I I � I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N MAIN LEVEL ELECTRICAL SCALE: 1/4" = V-0" 1' 51 10, 20' L2 RECESSED LINEAR LED - WALL WASHING (OFCI) L3 ABOVE -SOFFIT LINEAR LED - UPLIGHTING (OFCI) L4 SURFACE -MOUNTED LINEAR LED - VANITY LIGHT (OFCI) L5 PENDANT -MOUNTED LINEAR LED - WORK LIGHT (OFCI) THRESHOLD architecture 4100 Carr Street Renovation 4100 Carr Street Wheat Ridge CO 80033 Owner: Marsha Williams 11627 N 75th. St. Longmont CO 80503 Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 (T) THERMOSTAT IPO LIC o.:�v AN'%��s SMOKE ALARM v a 404302 CARBON MONOXIDE ALARM COMBINED SMOKE/ CO ALARM RCHITC 6 -Zq - 2v MS MOTION SENSOR rMAIN SERVICE PANEL D] ELECTRICAL METER AND EMERGENCY DISCONNECT ELECTRICAL NOTES - 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. CONTRACTOR TO PROVIDE COMPLETE ELECTRICAL SYSTEM FOR AREA OF NEW WORKAND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. CAPACITYAND CIRCUITRY OF EXISTING ELECTRICAL SYSTEM TO BE CONFIRMED BY ELECTRICAL CONTRACTOR. 3. CONTRACTOR TO CONFIRM FINAL PANEL AND PULL BOX LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 4. PROVIDE GFCI RECEPTACLES AS REQUIRED BY CODE. 5. SMOKE ALARMS SHALL BE INTERCONNECTED. 6. ALL RECESSED DOWN LIGHTS TO BE INSTALLED ON 3 -WAY SWITCHES WITH DIMMING CONTROL, UON. 7. ALL FIXTURES TO BE LAMPED W/ HIGH EFFICIENCY LED BULBS. 8. CEILING FAN TO BE OWNER -FURNISHED CONTRACTOR -INSTALLED (OFCI) 9. RECEPTACLES MOUNTED AT EXISTING BRICK SHALL BE FED FROM BASEMENT INTO BACK OF RECESSED BOXES, SO AS TO AVOID VISIBLE CONDUIT. WHERE CONCEALED RACEWAY IS UNACHIEVEABLE, WIRE MOLD SHALL BE USED. 10. RECEPTACLES MOUNTED AT NEW BRICK SHALL HAVE RECESSED BOXES AND CONDUIT, AND BE COORDINATED WITH MASONRY WORK. City of Wheat Ridge Building Division 01 PERMIT SET ISSUE NAME PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: 6/29/20 DATE ELECTRICAL SCHEMATIC PLAN 21 1 1 SS CD N CD N O6 N N C= cTs C: O (E) GAS-FIRED FURNACE TO REMAIN (BSMT). SEE— ELEC FOR (N) T -STAT (R) RELOCATED FURN HW FLUE (N) GAS-FIRED HW HEATER (BSMT) (E) 3/4" CW (BASEMENT) CW cw Civ PLUMBING FIXTURE SCHEDULE Tag DESCRIPTION MFR MODEL FINISH BT -1 (N) BATHTUB TBD TBD ENAMELED STEEL BT -2 (N) BATHTUB TBD TBD ENAMELED STEEL FC -1 (N) MASTER BATHTUB FAUCET / SHOWER VALVE TBD TBD TBD FC -2 (N) BATHTUB FAUCET / SHOWER VALVE TBD TBD TBD S-3 (N) BATHROOM VANITY SINK TBD TBD WHITE PORCELAIN S-4 (N) MASTER BATHROOM VANITY SINK TBD TBD WHITE PORCELAIN S-4 (N) MASTER BATHROOM VANITY SINK TBD TBD WHITE PORCELAIN WC -1 (N) BATHROOM TOILET TBD TBD WHITE PORCELAIN WC -2 (N) MASTER BATHROOM TOILET TBD TBD WHITE PORCELAIN WH -1 (N) 50 GAL TANK GAS HOT WATER HEATER TBD TBD (E) 1 3/4" GAS LIQ (N) STACKING W, & VENTLESS DR' (N) WALL BOX FC WASHER OUTLE' CONDENSING DF (E) 2" BUILDING [ STACK & CLEAN TO REMAIN VG :AN .OW VIBINATION BATH ST FAN/LIGHT & VENT C, --,7 3 DROP INTO BSMT N MAIN LEVEL PLUMBING / HVAC SCHEMATIC SCALE: 1/4" = 1'-0" 1' 5' 10' 20' PLUMBING / HVAC LEGEND: \/J START OF NEW WORK C (E) GAS METER G — (E) GAS LINE SS — (E) SANITARY SEWER H DRAIN / WASTE LINE CW COLD WATER LINE THRESHOLD architecture 4100 Carr Street Renovation 4100 Carr Street Wheat Ridge CO 80033 Owner: HW HOT WATERLINE Marsha Williams 11627 N 75th. St. Longmont CO 80503 EXHAUST FAN COMBUSTION AIR FLUE C� DRAIN / WASTE CLEANOUT Architect: THRESHOLD Architecture Dan Williams dan.williams.arch@gmail.com 303.931.2114 Structural Engineer: DENTON ENGINEERING LLC Adam Denton, PE adam@dentonengineeringllc.com 303.619.0325 O v a 404302 c p moi: RCHITE 1*4 (- Zai - 2v City of Wheat Ridge Building Division PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: PLUMBING /HVAC SCHEMATIC PLAN 21 1 1 PLUMBING / HVAC NOTES - OTES:1. 1 . HVAC & PLUMBING SHOWN SCHEMATICALLY, CONTRACTOR TO (E) GAS METER --TO REMAIN CONFIRM PIPE AND DUCT LOCATIONS, PROVIDE COMPLETE INSTALLATION PER LOCAL CODES. MAINTAIN EX'G AIR FLOWS. 2. ROUTING IS SHOWN UNDER FLOOR, TYPICAL. _(E) BURIED GAS LINE TO REMAIN 3. (E) BSMT CEILING IS EXPOSED BELOW KITCHEN. 4. WHERE TIE-INS ARE REQUIRED AT BSMT CEILING, DEMOLISH MINIMAL OPENINGS NECESSARY IN GYP FOR EXPLORATION AND NEW WORK. 5. CAP ABANDONED PLUMBING LINES TO (E) KITCHEN AT NEAREST POINT TO NEW WORK. 6. TYPICAL OUTLETS FOR PLUMBING FIXTURES: LAVS: 1 1/4" KITCHEN / MOP SINKS: 1 1/2" LAUNDRY: 1 1/2" SHOWER/ TUB: 1 1/2" WATER CLOSETS: 3" 01 PERMIT SET 6/29/20 STACK VENTS / CLEANOUTS: 3" ISSUE NAME DATE City of Wheat Ridge Building Division PROJECT NO: 20 01 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: PLUMBING /HVAC SCHEMATIC PLAN 21 1 1 STRUCTURAL GENERAL NOTES IVERNING CODE: 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) AND ALL CITY OF WHEAT RIDGE AMENDMENTS, EXCEPT AS NOTED DESIGN LOADS: OCCUPANCY CATEGORY: II, Standard IMPORTANCE FACTOR: Snow: 1.0 ROOF LIVE LOADS: BLW Roof Snow Load: 30 psf FLOOR LIVE LOADS (REFERENCE ASCE 7-10): Occupancy or Use: Uniformly Distributed (psf) Residential: 40 ROOF AND FLOOR DEAD LOADS: Roof - Asphalt Shingle: 15 psf Floor: 15 psf WIND LOADS: LLV Ultimate Wind Speed: 105 mph (3 -second gust) Wind Exposure: C FOUNDATION DESIGN: Foundations are designed without a soils engineer's soil investigation. The foundation design criteria was assumed for purposes of foundation design and should be confirmed by a soils engineer, at owner's expense, prior to construction (this procedure may require revisions to foundation design, at additional expense to the owner, if soils engineer determines that such design criteria are inappropriate for this building site.). Slope final grades down and away from foundation walls a minimum of 12 inches in first 10 feet. FOOTINGS: Footings shall bear on the natural undisturbed soils or approved compacted structural fill. Exterior footings shall bear below frost depth; minimum frost depth shall be S-0" below adjacent exterior finished grade. Design of footings is based on: Maximum allowable bearing pressure: 1,500 psf EARTH RETAINING STRUCTURES: Earth equivalent fluid lateral pressure: Cantilevered walls (active): 50 pcf REFERENCED STANDARDS: All references to codes, standard and specifications below shall be either the edition referenced by the building code noted above or the most current edition. Current International Code Council (ICC) building codes can be found in a free, "read-only" format at www.iccsafe.org . REINFORCED CONCRETE: Concrete design is based on the American Concrete Institute "Building Code Requirements for Reinforced Concrete" (ACI 318) and shall be constructed in accordance with the "Standard Specifications for Structural Concrete" (ACI 301). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES (normal weight concrete unless noted otherwise): Minimum 28 day compressive strength (fc) as follows: Cement Type: II Maximum Aggregate Size: 3/4" Strength, Air, Slump: 4,500 psi (Max W/C Ratio 0.45); Entrained Air 3.0% (t 1.5%); Slump 4 inches (t 1") Reinforcing steel shall be fabricated and placed in accordance with ACI 315 "Details and Detailing of Concrete Reinforcement." When cold weather conditions exist, place and cure concrete in accordance with ACI 306. Welded wire fabric shall conform to ASTM A185. Deformed reinforcement shall be domestic new billet steel conforming to ASTM A615, Grade 60 including stirrups and ties, except that reinforcing which is required to be welded shall conform to ASTM A706. Unless otherwise noted on the structural drawings, lap bars 50 diameters (50*Bar Diameter minimum). Reinforcing at all abutting concrete (including footings) shall be continuous through or around all comers and intersections OR use matching corner bars of equal size and spacing to reinforcing in the abutting members. Install 245 bars (minimum) around all sides of all openings in concrete and extend 2'-0" past edges of openings, unless otherwise noted. In continuous members, splice top bars at mid -span between supports and splice bottom bars over supports. Form intermittent shear keys at all construction joints and as shown on the structural drawings. Unless otherwise noted on the drawings, minimum concrete cover over reinforcing shall be as follows: Unformed surface cast against and permanently exposed to earth: 3" Formed surface exposed to earth or weather. #5 bar, w31 or d31 wire, and smaller 1-1/2" Formed surface not exposed to weather or in contact with ground: Slabs, walls, joists: #11 bars and smaller 3/4" Install chairs, bolsters, additional reinforcement, and accessories necessary to support reinforcement at position shown on drawings. Support of reinforcement on wood, brick, stone, or other unacceptable materials shall not be permitted. Keep reinforcement clean and free of dirt and oil. Oil forms prior to placing reinforcement. Properly place, accurately position and maintain securely in place all embedded items prior to and during concrete placement. Anchor bolts and rods for beam and column -bearing plates shall be placed with setting templates. Unless otherwise shown in the architectural drawings, provide 3/4" chamfers at all column, wall, slab or beam edges that are exposed to view in the finished structure. Unless otherwise noted on plans, provide all sill plates shall be attached to the foundation with 1/2" diameter anchor bolts (8" min. embed. depth & 2 inch std. hook) at 4'-0" maximum spacing. Minimum (2) bolts per plate. CONCRETE SLABS ON GRADE: Provide saw -cut control joints in slab at 12'-0" on -center, each way (minimum). Isolate all slabs on grade from structural elements with minimum 1/2" expansion joint material. Unless noted otherwise on plans, all slabs on grade are to be reinforced with6x6 W1.4xW1.4 Welded Win; Fabric centered in vertically in slab. All exterior flatwork is to be air entrained. All garage or exterior slabs shall be sloped for drainage per architectural drawings (1/8" per V-0" minimum). STRUCTURAL WOOD & TIMBER: Design is based on American Wood Council NDS "National Design Specification for Wood Construction with Supplement: Design Values for Wood Construction" and ANSI/AF&PA SDPWS "Special Design Provisions for Wind and Seismic." 2x framing lumber shall be S4S Hem -Fir No. 2 and better unless noted otherwise. All lumber shall be 19% or less maximum moisture content, unless noted otherwise. Solid timber beams and posts shall be Kiln Dried Douglas Fir -Larch No. 1. 2x stud bearing walls shall be 2x6 @ 16" (UNO) Hem -Fir Stud grade or better. 2x top and bottom plates shall be Hem -Fir No. 2 or better. Use of wood bearing walls shown on drawings with laterally unsupported heights in excess of that shown in IBC Table 2308.5.1 have been justified by engineer of record's analysis. Fasteners for use with treated wood shall be hot -dipped zinc -coated galvanized with coating weights in accordance with ASTM B695, Class 55 minimum. Wood in contact with concrete shall be pressure -treated Douglas Fir -Larch or Southern Yellow Pine. Preservative treated wood shall be treated in accordance with AWPA U1 and AWPA M4. Minimum nailing shall be provided as specified in IRC Table R602.3(1). Metal framing anchors shown or required, shall be Simpson Strong -Tie or equal code approved connectors and installed with the number and type of nails recommended by the manufacturer to develop the maximum rated capacity. Note that heavy-duty hangers and skewed hangers may not be stocked locally and require special order from the factory. Glue wood nailer plates to steel beams and attach with either 1/2"0 bolts @ 32" o.c., staggered or 0.145"0 powder actuated drive pins @ 16" o.c. staggered. Width of nailer plate shall match beam width + 1/8" min (1/4" max) overhang each side. Lead holes for lag screws shall be 40%-70% of the shank diameter at the threaded section and equal to the shank diameter at the unthreaded section per NDS Section 11.1.3. Connector bolts and Lag screws shall conform to ANSI/ASME B18.2.1 and ASTM SAE J429 Grade 1. Nails and Spikes shall conform to ASTM F1667. Wood Screws shall conform to ANSI/ASME B18.6.1. GENERAL WOOD FRAMING NOTES: All headers shall be (2) 2x8 unless noted otherwise on plans. All headers shall be supported by (1) trimmer stud and (1) king stud at each side of opening unless noted otherwise on plans. Install solid blocking between joists under jamb studs of openings. All beams and girder trusses shall be supported by a column composed of HF#2 studs of number equal to or greater than the width of the supported beam and a depth equal to the depth of the wall unless noted otherwise on plan. All columns must have a continuous load path to foundation. Provide additional columns and/or squash blocking (of equal width, depth and material type as column above) as necessary. Full load path will not always be shown on plans for clarity. Built-up stud columns shall consist of 2x4, 2x6, or 2x8 studs with number of laminations noted on plan and each lamination shall be nailed together with (2) rows of 12d gun nails (0.131 "0 x 3 1/4") @ 6" for the full height of column. Do not splice laminations. Minimum nailing shall be provided as specified in IRC Table R602.3(1) "Fastening Schedule" unless noted otherwise. All beams, rafters and trusses shall be braced against rotation at points of bearing. Unless noted otherwise, lower chord of gable end trusses shall be anchored to wall plate with framing anchors at 4'-0" spacing and laterally braced to roof framing at 8'-0" spacing. Provide continuous wall studs each side of openings equal to one-half or greater the number of studs interrupted by opening unless noted otherwise. All wall studs shall be continuous from floor to floor or from floor to roof. All two story or rake walls are to be balloon framed. All stud walls over V-10" in height are to be 2x6 studs at 12" spacing unless noted otherwise on plan. Provide solid blocking or rim joists at all joist supports and joist ends. Sole plate at all perimeter walls and at designated shear walls shall be nailed with (4) 0.131 "0x3" nails at 16" minimum. All roof rafters, roof joists, and trusses shall be anchored to supports with (1) Simpson H2.5 metal framing anchor minimum. All roof girder trusses and beams shall be anchored to supports with (1) Simpson HTS16 metal framing anchor minimum WOOD SHEATHING: Plywood and Oriented Strand Board (OSB) floor, roof, and wall sheathing shall be APA rated with stamp including APA trademark and panel span rating. Minimum Floor Sheathing: 23/32" APA Sturd-I-Floor rated 24 inch o.c. tongue & groove, glued and nailed. Minimum Roof Sheathing: 7/16" OSB or CDX plywood, APA 24/16, nailed. Minimum Wall Sheathing: 7/16" OSB or CDX plywood, APA 24/16, blocked and nailed. Nail Floor Sheathing with minimum 8d common nails @ 6" at panel edges, and @ 12" at intermediate framing, except as noted. Nail Roof Sheathing with minimum 8d common nails @ 6" at panel edges, and @ 12" at intermediate framing, except as noted. Nail Wall Sheathing with minimum 8d common nails @ 6" at panel edges, and @ 6" at intermediate framing except as noted. Block and nail ALL edges between studs. Minimum (3) 8d nails per stud. Nail all plates using panel edge nail spacing indicated. Sheathe all exterior walls. Sheathe interior walls with 1/2" gypsum board with 5d ringed cooler nails (0.086"0 x 1 5/8") or 1 1/4" Type "W" or "S" screws unless noted otherwise on the drawings. Sheathing shall be continuous from bottom plate to top plate. cut in "L" and "T" shapes around openings. Lap sheathing over rim joists a minimum 4" at all floors to tie upper and lower stud walls together. Minimum height of sheathing panels shall be 16" to ensure that plates are tied to studs. Machine Applied Nailing (i.e. Gun Nailing): The use of machine applied nailing is subject to satisfactory jobsite demonstration and the approval by the project structural engineer. The approval is subject to continued satisfactory performance. If nail heads penetrate the outer ply more than would be normal for a hand hammer or if minimum allowable edge distances are not maintained the performance will be deemed unsatisfactory. PLANT FABRICATED / PRE-ENGINEERED WOOD FRAMING: I -series roof and floor joists shall be manufactured by iLevel Trus Joist with structural wood flanges and webs designed for structural capacities and design provisions according to ASTM D 5055. Substitution of equivalent series by other manufacturer is acceptable with engineer approval. I -series roof and floor joists shall be installed per the manufacturer's recommendations. Do not cut or notch chords in any manner. Holes in webs shall not exceed manufacturer's published limit criteria. Members noted as LVL (Laminated Veneer Lumber) on plan shall be plant -fabricated and have the following minimum allowable design values: Beams: Fb = 2600 psi Fv = 285 psi FCII = 2510 psi Fc -L = 750 psi E = 1900 ksi Columns: Fb = 2600 psi Fv = 285 psi Fc I = 2510 psi F� = 750 psi E = 1900 ksi Members noted as PSL (Parallel Strand Lumber) on plan shall be plant -fabricated and have the following minimum allowable design values: Beams: Fb = 2900 psi Fv = 290 psi FCII = 2900 psi F(�_L = 750 psi E = 2000 ksi Columns: Fb = 2400 psi Fv = 190 psi FII = 2500 psi F� = 425 psi E = 1800 ksi Members noted as LSL (Laminated Strand Lumber) on plan shall be plant -fabricated and have the following minimum allowable design values: 1 1/2" Fb = 1700 psi Fv = 400 psi FII = 1400 psi FcL = 680 psi E = 1300 ksi 1 3/4" Fb = 2325 psi Fv = 310 psi FCII = 2325 psi FO.L = 800 psi E = 1550 ksi Bridging and blocking shall be installed according to the fabricator's requirements. CONTRACTOR VERIFICATION AND COORDINATION OF DIMENSIONS: All dimensions shall be coordinated with architecture and field verified by general contractor prior to construction. FIELD VERIFICATION OF EXISTING CONDITIONS: The general contractor shall thoroughly inspect and survey the existing structure to verify conditions that affect the work 9 9 Y P Y 9 fY shown on the drawings. The general contractor shall report any variations or discrepancies to the architect and structural engineer before proceeding. TYPICAL ABBREVIATIONS ABV Above BLW Below BOF Bottom of Footing BOW Bottom of Wall BTW Between EA Each <E> Existing LLH Long Leg Horizontal LLV Long Leg Vertical TOS Top of Slab TYP Typical STANDARD NAIL SIZES PENNY WEIGHT TYPE DIAMETER LENGTH PENNY WEIGHT TYPE DIAMETER LENGTH 6d COOLER 0.092" 1-7/8" 12d COMMON 0.148" 3-1/4" 8d COMMON 0.131" 2-1/2" BOX 0.128" 3-1/4" BOX 0.113" 2-1/2" SINKER 0.135" 3-1/8" SINKER 0.113" 2-3/8" GUN 0.131" 3-1/4" SW -1 GUN 0.113" 2-3/8" 16d COMMON 0.162" 3-1/2" DOWN) COMMON 0.148" 3" BOX 0.135" 3-1/2" BOX 0.128" 3" SINKER 0.148" 3-1/4" 10d SINKER 0.120" 2-7/8" CONTINUOUS ABV. & BLW. GUN 0.131" 3" ANCHOR (HOLD DOWN) SCHEDULE BRICK LINTEL SCHEDULE* HOLD DOWN TYPE DETAIL BEARING CS16 SIMPSON CS16 N/A rHlDU4 SIMPSON HDU4 DETAIL X/SX.0 TYPICAL STEEL ANGLE BRICK LINTEL SCHEDULE* OPENING LINTEL BEARING EDGE WIDTH SIZE (EA.SIDE) REMARKS 0'-0" TO 5'-0" L4x4x5/16 4" NONE 5'-1" TO 7'-0" L6x4x5/16 4" LLV 7'-1" TO 10'-0" L8x4x7/16 6" LLV * Table may not be fully utilized or used at all. Refer to plans for applicability. LEGEND sw-x SHEAR WALL PANEL SCHEDULE SHEAR WALL TYPE SHEATHING EDGE FIELD BLOCKING SILL BOLTING SILL NAILING AT NOTES sw-x MATERIAL NAILING NAILING REQUIRED AT FDN. UPPER STORIES ANCHOR (HOLD SW -1 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 2x4 (min.) 1/2" AB @ 4'-0" 16d @ 16"o.c. L= AS SHOWN PER PLAN DOWN) L= AS SHOWN PER PLAN: SW -2 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 2x4 (min.) 1/2" AB @ 4'-0" 16d @ 16"o.c. CONTINUOUS ABV. & BLW. WINDOWS & ABV. DOORS. DBL. STUD (MIN.) @HOLD SW -3 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 2x4 (min.) 1/2" AB @ 3'-0" 16d @ 8"o.c. L= AS SHOWN PER PLAN WALL STUD DOWN SW -4 7/16 PLYWOOD / OSB 8d @ 4 8d @ 12 2x4 (min.) 1/2 AB @ 3 -0„ 16d @ 8"o.c. L= AS SHOWN PER PLAN: CONTINUOUS ABV. & BLW. WINDOWS & ABV. DOORS. SW -5 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" 2x4 (min.) 1/2" AB @ 2'-0" 16d @ 4"o.c. L= AS SHOWN PER PLAN L= AS SHOWN PER PLAN: SW -6 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" 2x4 (min.) 1/2" AB @ 2'-0" 16d @ 4"o.c. CONTINUOUS ABV. & BLW. WINDOWS & ABV. DOORS. SW -7 1/2" GYPSUM BOARD 5d @ 7" 5d @ 7" 2x4 (min.) 1/2" AB @ 4-0" 16d @ 16"o.c. L= AS SHOWN PER PLAN SW -8 1/2" GYPSUM BOARD 5d @ 4" 5d @ 7" 2x4 (min.) 1/2" AB @ 4-0" 16d @ 16"o.c. L= AS SHOWN PER PLAN SW -9 5/8" GYPSUM BOARD 6d @ 7" 6d @ 7" 2x4 (min.) 1/2" AB @ 4-0" 16d @ 16"o.c. L= AS SHOWN PER PLAN SW -10 5/8" GYPSUM BOARD 6d @ 4" 6d @ 7" 2x4 (min.) 1/2" AB @ 4-0" 16d @ 16"o.c. L= AS SHOWN PER PLAN 1) ALL PANEL EDGES ARE TO BE BLOCKED. REFER TO GENERAL NOTES ON SHEET S0.0 FOR BALANCE OF INFORMATION. 2) NOT ALL SHEAR WALL TYPES MAY BE UTILIZED. REFER TO PLANS FOR TYPES AND LOCATIONS. 3) ALL PANELS ARE TO BE APPLIED WITH LONG DIMENSION ACROSS STUDS. 4) ADJOINING PANEL EDGES SHALL BE FASTENED TO COMMON FRAMING MEMBERS (BLOCKING) WITH NAILS AT THE "EDGE NAILING" AS NOTED. STAGGER NAIL SPACING. 5) NAILS FOR GYPSUM BOARD ATTACHMENT SHALL BE COOLER NAILS. SCREWS MAY NOT BE SUBSTITUTED FOR COOLER NAILS. 6) NAILS FOR PLYWOOD/OSB ATTACHMENT SHALL BE COMMON OR GALVANIZED (HOT -DIPPED OR TUMBLED) BOX NAILS. USE OF PNEUMATICALLY DRIVEN (GUN) NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. GUN NAILS SHALL BE EQUIVALENT IN SIZE OR LARGER TO NAILS SPECIFIED. DO NOT OVERDRIVE NAILS. 7) WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6" ON -CENTER ON BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8) ALL EXTERIOR WALLS SHALL BE SHEATHED ON THE INTERIOR FACE WITH Yz" GYP BOARD (MINIMUM). 9) PLYWOOD/OSB SHEATHING SHALL BE STANDARD (C -D) GRADE WITH EXTERIOR GLUE. 10) PROVIDE EDGE NAILING TO STUD PACKS WHERE ANCHORS (HOLD DOWNS) OCCUR. 11) REFER TO ANCHOR (HOLD DOWN) SCHEDULE ABOVE ANCHOR TYPES AND APPLICABLE DETAILS. REFER TO PLANS FOR ANCHOR LOCATIONS. Wheat Ridge Building Division DENTON ENGINEERING LLC 4469 S. Jebel Way Aurora, CO 80015 303.619.0325 www.dentonengineednglic.com PLAN REVISIONS Rev.l Date Remodel of Single Family Residence: 4100 Carr Street Wheat Ridge, CO 80033 Job No. 300-038-201 Date: 06.24.20 By: MAD / MRD STRUCTURAL GENERAL NOTES S0.0 F I rIWrmTn 'I 'I I I II II I Ili LI ILLI MAIN LEVEL FRAMING & FOUNDATION PLAN O SCALE: 1/4" = V-0" MAIN LEVEL FRAMING AND FOUNDATION PLAN HEX NOTES: O1 INDICATES EXISTING CONCRETE FOUNDATION WALL O2 HATCH INDICATES EXISTING INTERIOR BEARING WALL O3 FIELD VERIFY DOUBLE TOP PLATE AT EXISTING BEARING WALL. IF ONLY A SINGLE TOP PLATE EXISTS, PROVIDE (1) 2x4 STUD AT NEW TRIMMER ABOVE O4 FIELD VERIFY DOUBLE TOP PLATE AT EXISTING BEARING WALL. IF ONLY A SINGLE TOP PLATE EXISTS, PROVIDE (2) 2x4 STUDS AT NEW COLUMN ABOVE O5 FIELD VERIFY EXISTING CONCRETE SPREAD FOOTING DURING DEMOLITION FOR HEX NOTE 7 BELOW. 16" WIDE CONTINUOUS FOOTING ASSUMED. REPORT SIZE TO ENGINEER OF RECORD. O6 PROVIDE (3) 2x4 COLUMN AT NEW TRIMMERS ABOVE O7 SAWCUT EXISTING SLAB AND FOUNDATION TO REMOVE TO PROVIDE NEW 24"x24"x10" DEEP CONCRETE PAD FOOTING CENTERED BELOW NEW COLUMN. PROVIDE (3) #4 REBAR EACH WAY (3" CLEAR OF EARTH ON PLASTIC CHAIRS) O8 EXISTING FOUNDATION/BEARING CONDITION TO REMAIN O9 EXISTING FIREPLACE FOUNDATION TO REMAIN DENTON ENGINEERING LLC 4469 S. Jebel Way Aurora, CO 80015 303.619.0325 www.dentonengineeringlic.com PLAN REVISIONS Rev.l Date Remodel of Single Family Residence: 4100 Carr Street Wheat Ridge, CO 80033 Job No. 300-038-201 Date: 06.24.20 By: MAD / MRD FOUNDATION PLAN City of Wheat Ridge Building Division SEE SHEET S0.0 FOR: S100 STRUCTURAL GENERAL NOTES N O ROOF FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL EXISTING FRAMING SYMBOL: MEMBER BEARING xxx INDICATES EXTENT OF MEMBER CANTILEVER City of Wheat Ridge Building Division SPAN INDICATES EXTENTS OF FRAMING 24" (TYP) DESCRIPTION OF STRUCTURAL MEMBER & SPACING ROOF FRAMING PLAN HEX NOTES: O1 EXISTING ROOF LINE O EXISTING HEADER/LINTEL TO REMAIN O3 REPLACE WINDOWING IN EXISTING OPENING; EXISTING FRAMING TO REMAIN O4 HATCH INDICATES EXISTING INTERIOR BEARING WALL O5 INSTALL HEADER ABOVE CEILING JOISTS PER DETAIL 3 ON SHEET S3.0 O6 (2) 2x4 COLUMN O7 (1) 2x4 KING STUD; (3) 2x4 TRIMMER STUDS O8 (1) 2x4 KING STUD; (1) 2x4 TRIMMER STUD O9 SIMPSON HUC48-Z FACE MOUNT HANGER ATTACHED TO EXISTING CMU AT FIREPLACE WITH (10) SIMPSON 1/4x 1 3/4" TITEN-2 SCREWS SEE SHEET S0.0 FOR: STRUCTURAL GENERAL NOTES DENTON ENGINEERING LLC 4469 S. Jebel Way Aurora, CO 80015 303.619.0325 www.dentonengineednglic.com PLAN REVISIONS Rev.1 Date 0 0 Remodel of Single Family Residence: 4100 Carr Street Wheat Ridge, CO 80033 Job No. 300-038-201 Date: 06.24.20 By: MAD / MRD ROOF FRAMING PLAN S2.0 1 EXISTING ROOF RAFTERS TO REMAIN EXISTING ROOF SHEATHING TO REMAIN EXISTING TIMBER BRACE TO REMAIN 2x4 BLOCK AT EACH. BRACE (FLAT AGAINST BRACE) TO ENHANCE BEARING; ATTACH WITH (3)10d FACE NfdLS BLOCK TO DBL. CEILING JOIST EXISTING CEILING TIE TO REMAIN WITHOUT MODIFICATION; WHERE BRACES OCCUR AT EXISTING WALLS TO BE REMOVED, "SISTER" A NEW 24 CEILING JOIST TO EXISTING JOIST WITH (1)10d GUN NAIL @ 12" (STAGGERED) TYPICAL CEILING JOIST REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" EXISTING ROOF RAFTERS TO REMAIN EXISTING ROOF SHEATHING TO REMAIN NEW SOFFIT PER BUILDER/ARCH. EXISTING BRICK VENEER �0 EXISTING CMU STRUCTURAL WALL EXISTING PLATE EXISTING CEILING TO REMAIN TIES TO REMAIN TIE NEW HEADER TO EXISTING PLATE WITH 114"x3 5/8" FASTENMASTER LEDGER-LOK TOE SCREWS @ 12"; (3) SCREWS/HEADER MIN. HEADERS TO BEAR A MINIMUM OF 4" ON EACH SIDE OF WALL OPENING; ISOLATE HEADER FROM MASONRY WITH TYVEK TYPICAL FRAMING AT NEW HEADER DETAIL SCALE: 3/4" = 1'-0" ATTACH EACH CEILING JOIST WITH NEW BEAM PER PLAN (1) SIMPSON H2.5 CLIP. IF CEILING JOISTS OVERLAP WHERE EXISTING WALL IS TO BE REMOVED, PROVIDE (2) H2.5 CLIPS, (1) AT EACH JOIST. el `EXISTING CEILING JOIST EXISTING TIMBER FRAMED WALL TO BE REMOVED ALTERNATE EXISTING CEILING JOIST SUPPORT DETAIL 3 SCALE: 3/4" = City of Wheat Ridge Building Division DENTON ENGINEERING LLC 4469 S. Jebel Way Aurora, CO 80015 303.619.0325 www.dentonengineednglic.com PLAN REVISIONS Rev.1 Date 0 0 Remodel of Single Family Residence: 4100 Carr Street Wheat Ridge, CO 80033 Job No. 300-038-201 Date: 06.24.20 By: MAD / MRD STRUCTURAL DETAILS S3.0 City of Wh6atPj.,dge COMMUNITY DFVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: LA 10 0 G &rf S&r e C-+ General Contractor: PrV o n d,a-1 e. Co n s+r U c-* o n FORM WILL NOT BE <�� E lY t t l� Al l 11 ills ii` 6 IN4'0101 A I ION Company Name: M G E 1" Ic Lt.L Contact Phone #:_ -12-0-R16 - 3g Z) Wheat Ridge Contractor License #: 20 2 t 9(required field) State License #: E G 0 1011 G 3 Master License #: r'r1F, So 00 a arl D " t�A t n Printed Name of Authorized Agent ' ? -2a -- 202-0 Sigifaiture of Authorized Agent Date City of W heatj�iclge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: FORM WILL NOT BEACCEPTED WITH MISSING INFORMATION Company Name: MC-,�Lvt\1 Contact Phone #: Wheat Ridge Contractor License #: Z- Z- lOw (required field) State License #: rA'L1�0 Master License #: /�,4 ✓, -) b --J Printed Name of Authorized Agent Signature of Authorized Agent Date City of Wh6atP,�dge COMMUMTY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: `iI tL C1 T—" General Contractor: ) i24 FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: ',� L\z"A�%C Contact Phone #: 7-q�- g1$t • 7_-11 v I Wheat Ridge Contractor License #: 7-07- 1 �I (required field) Printed Name of Authorized Agent Z1 Z-(/, Signature of Authorized Agent Date ' r City of Wheat Ridge Residential Roofing PERMIT 201' 06590 PERMIT NO: 201706590 ISSUED: 08/25/2017 JOB ADDRESS: 4100 Carr ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with ROOF DECKING - 29 sq *** CONTACTS *** OWNER (303)422-6500 STEWART GARY C SUB (720)708-4126 Terry Marks 130138 Home Guard Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,718.63 FEES Total Valuation 0.00 Use Tax 204.09 Permit Fee 204.30 ** TOTAL ** 408.39 — 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. Zo170 6 50 �(oo,(r+� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site. **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 Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie 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 ; 0 -1 ti%. C' 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 A 41 City of Wheat Ridge Residential Roofing PERMIT - 201706590 PERMIT NO: 201706590 ISSUED: 08/25/2017 JOB ADDRESS: 4100 Carr ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with ROOF DECKING - 29 sq *** CONTACTS *** OWNER (303)422-6500 STEWART GARY C SUB (720)708-4126 Terry Marks 130138 Home Guard Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,718.63 FEES Total Valuation 0.00 Use Tax 204.09 Permit Fee 204.30 ** TOTAL ** 408.39 *** 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge 4 "`yam ✓ Residential Roofing PERMIT - 201706590 PERMIT NO: 201706590 ISSUED: 08/25/2017 JOB ADDRESS: 4100 Carr ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with ROOF DECKING - 29 sq nature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, uilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with I further attes that I am Ie 11 authorized to include all entities named within this document as partes to the work to be nd that all w�rVc�ebe perfor ed is disclosed in this document and/or its` accompanying approved plans and specifications. Signatf 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 Budding Official and may be subject to a fee equal to one-half of the original ermit 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 granotg- , a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ance or reg 1 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. Dane Lovett -�o 11106 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 11:21 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 4100 Carr St Property Owner Name Gary Steward Property Owner Phone 303-422-6500 Number (enter WITH dashes, eg 303-123-4567) 49 _F11— Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Steward Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Homeguard Roofing and Restoration Name DL j Contractor's License 1301388 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) 720-708-4126 6850 W 52ND AVE SUITE 106 Contractor Email Address fernl@homeguardroof.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? fernl@homeguardroof.com 29 Yes 50 Does the scope of the No project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof. Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes 29 GAF Timberline HD Asphalt Replacing roof on the main structure. Pitch 4/12 SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 51 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 Terry Marks Email not displaying correctly? View it in your browser. 52 OttSURETY AND LIABILITY INSURER INFORMATION Colony Insurance- Policy Number OTE21366 Contact GIA Risk Management, 13031423-0162, ext 136 H 0 M E G UA R D 6850 W 52nd Avenue Suite 106 Arvada. CO 80002 __ j s4,� Office 720 708.4126 Fax. 720.921 .8658 ROOFING & RESTORATION info@HomeGuardRoof com HomeGuardRoof com BOB r , µ Name: (_-Inru S+,rw�1 - Address:__ 1410 } caYr gt- city:din zip: nn -'i3 Project Address: (if different from above) Home# Ceil#: Email: Insurance Company: Claim No: 09160` 2, H9 Deductible: a Z,&)0.0C% Sales Representative: Name:--Sccf�- Bay6I' Phone:1,ZG ��S�— Z--4-fin Project Manager: Name: S tJ� pa y ( Phone: :126- "tISS — Z-4:30 NEM/ ROOFING SYSTE,Mc SCOPE OF PRtf Ifl p a. h,. STRUCTURES INCLUDED [Main [:]Detached Garage ❑ Other ❑ Manufacturer: Type: L1 FTI MC SERVICE AGREEMENTS ❑ Type: (1 M 1Y11111P M Color: ❑ - GAF ROOFING SYSTEMS Ridge Material: ❑ Underla merit: y nI- —CO)l P'Y I�Z1 a -r f' P1'U — tz t eutwbcdeerwarrmtr ~ Leak Barrier ❑ Eaves ❑ Valley (Per Code ❑ Penetrations 50 -year 50 -year Drip Ede p g Eaves ISidewalt Rakes ❑ Color manufacturer warranty 25 -year service policy manufacturer warranty 10 -year service policy Flashing Ventilation Turtle ❑ Chimney El Ridge El Edge El Other Non -Prorated Non -Prorates V Transferrable Pl tubing Boots aint All Roof Accessories [ emove trash from roof gutters & yard oll lawn & drive with magnetic sweeper Furnish permit ❑ Miscellaneous:_ LOW SLOPE AREAS Material Manufacturer. Type - Color. y STANDARD 5"ar 1tFtear eutwbcdeerwarrmtr mawdctmerwarrand 5 -par serv"paicy 2 -year Workmanship 5 yrs wank—hip warranty Nw.Pro aw Pr ated C,70 Tray terra. Out-of-pocket upgrade costs ROOF SYSTEM Customer Initials ADDITIONAL AREAS OF CONSTRUMON: SCOPE OF RESTORAT16H SERVICES TO BE PROVIDED All additional areas of construction will, be repaired or replaced with high grade materials of like kind and quality SERVICE AGREEMENT ❑ Gutters ❑ Paint/Stain ❑ Siding ❑ Windows ❑ Interior ❑ Skylight ❑ Other , . • a Material - Manufacture Standard Notes: Workmanship Repair t yr Full Replacement 2 yrs `Scope of Restoration Services Provided shall include any additional supplements and services approved by Customer's insurance company and accepted by Company. TERMS OF RESTORATION SERVICES `I'0 Bf_'PROWND ; ��F � - mar:.. This Agreement does NOT obligate the Customer nor Company in any way unless the insurance claim is approved for repairs or replacement to the above mentioned/written scope of restoration services to be provided by Customer's insurance company and excepted by Company.. Customer's signature below signifies acceptance of all terms and conditions of this Agreement, including all terms on the reverse side hereof. Customer's total out of pocket expenses are not to exceed insurance deductible plus upgrades for non -insurance items. Customer Payment is due upon completion of each trade. Company and its authorized representatives are NOT acting as public insurance adjusters. All work is installed per the manufacturer's installation instructions & the local building codes. Agreed Price: shall be the total amount due to Company under this Agreement, which is subject to any additions and/or deductions pursuant to authorized insurance supplements or as set forth on the reverse side hereof. Total estimated cost of any non -insurance upgrades shall be: $ Q Mr ximate Oates of Service. Substantial commencement of work shall mean either the physical delivery of materials onto the premises or the performance of any labor and shalt be subject to any permissible delays as per provision 141 on the reverse side. Approximate Start Date: Approximate Completion Date: By signing this A em t agree at you have also been provided notice of this right to cancel orally in addition to the writing contained herein This contract is subject to Company management iew 8 praval. I cept the above terms of this contract and authorize Company to pros d. App ed an ce to ustomerl Date Approved a d Accepted (Company) Date Approved and Accepted ICustomerl Date I have received the -Things to Remember- document Initials RIGHT OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. STAT&5-3-403-3-403: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. RIGHT OF CANCELLATION PURSUANT TO COL. REV. OF CANCELLATION PURSUANT TO COL. REV. STS6-22-104:-22-104: YOU, THE BUYER, MAY CANCEL THIS AGREEMENT AT ANY TIME WITHIN 72 HOURS AFTER YOU HAVE BEEN NOTIFIED THAT YOUR INSURER HAS DENIED YOUR CLAIM TO PAY FOR THE GOODS AND SERVICES TO BE PROVIDED UNDER THIS AGREEMENT. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Company shall hold in trust any payment from Customer until Company has delivered the materials to your property or has performed a majority of the work on the property. a=Manufacture Material - Manufacture Standard Workmanship 5 yrs Out-of-pocket upgrade costs ROOF SYSTEM Customer Initials ADDITIONAL AREAS OF CONSTRUMON: SCOPE OF RESTORAT16H SERVICES TO BE PROVIDED All additional areas of construction will, be repaired or replaced with high grade materials of like kind and quality SERVICE AGREEMENT ❑ Gutters ❑ Paint/Stain ❑ Siding ❑ Windows ❑ Interior ❑ Skylight ❑ Other , . • a Material - Manufacture Standard Notes: Workmanship Repair t yr Full Replacement 2 yrs `Scope of Restoration Services Provided shall include any additional supplements and services approved by Customer's insurance company and accepted by Company. TERMS OF RESTORATION SERVICES `I'0 Bf_'PROWND ; ��F � - mar:.. This Agreement does NOT obligate the Customer nor Company in any way unless the insurance claim is approved for repairs or replacement to the above mentioned/written scope of restoration services to be provided by Customer's insurance company and excepted by Company.. Customer's signature below signifies acceptance of all terms and conditions of this Agreement, including all terms on the reverse side hereof. Customer's total out of pocket expenses are not to exceed insurance deductible plus upgrades for non -insurance items. Customer Payment is due upon completion of each trade. Company and its authorized representatives are NOT acting as public insurance adjusters. All work is installed per the manufacturer's installation instructions & the local building codes. Agreed Price: shall be the total amount due to Company under this Agreement, which is subject to any additions and/or deductions pursuant to authorized insurance supplements or as set forth on the reverse side hereof. Total estimated cost of any non -insurance upgrades shall be: $ Q Mr ximate Oates of Service. Substantial commencement of work shall mean either the physical delivery of materials onto the premises or the performance of any labor and shalt be subject to any permissible delays as per provision 141 on the reverse side. Approximate Start Date: Approximate Completion Date: By signing this A em t agree at you have also been provided notice of this right to cancel orally in addition to the writing contained herein This contract is subject to Company management iew 8 praval. I cept the above terms of this contract and authorize Company to pros d. App ed an ce to ustomerl Date Approved a d Accepted (Company) Date Approved and Accepted ICustomerl Date I have received the -Things to Remember- document Initials RIGHT OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. STAT&5-3-403-3-403: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. RIGHT OF CANCELLATION PURSUANT TO COL. REV. OF CANCELLATION PURSUANT TO COL. REV. STS6-22-104:-22-104: YOU, THE BUYER, MAY CANCEL THIS AGREEMENT AT ANY TIME WITHIN 72 HOURS AFTER YOU HAVE BEEN NOTIFIED THAT YOUR INSURER HAS DENIED YOUR CLAIM TO PAY FOR THE GOODS AND SERVICES TO BE PROVIDED UNDER THIS AGREEMENT. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Company shall hold in trust any payment from Customer until Company has delivered the materials to your property or has performed a majority of the work on the property. ADDITIONAL TERMS AND CONDITIONS This agreement, including the additional terms and conditions on the reverse side and any agreement executed in writing pursuant thereto (this "Agreement"I. is entered into between HomeGuard Services. LLC, a Colorado limited liability company, d/b/a HomeGuard Roofing & Restoration ("Company"). and the property owners) or property owner's representatives) set forth on the opposite side of this Agreement ("Customer"), for the purpose of replacing or repairing Customer's property that was damaged. Customer hereby certifies that Customer is the owner of the property described in this Agreement. This Agreement is subject to the laws of the State in which it has been signed and executed and does not obligate the Customer or Company in any way unless it is approved by Customer's insurance company and accepted by Company. Company proposes to furnish all permits, labor and materials to comptete the above replacement or repair for the estimated sum stated on the opposite side of this Agreement, as may be adiusted by mutual written agreement of the parties, or the price otherwise agreed upon between Customer and its insurance company (the "Agreed Price"). Customer authorizes Company to obtain labor and materials in accordance with the Agreed Price and the specifications set forth herein to accomplish the replacement or repair set forth on the reverse side hereof, which may be supplemented by any scope of damages approved by Customer's insurance company and accepted by Company. Customer understands that Company does not work for Customer's insurance company and/or the insurer for the property, and that Customer alone has the authority to authorize Company to perform the above replacement or repair. Customer's signature on the opposite side of this Agreement signifies acceptance of all terms and conditions of this Agreement. • Approval / General Contractor This Agreement is subiect to the credit and pricing approval of the management of Company Customer acknowledges that Company is a general contractor and as such will be entitled to 10% overhead and 10% profit as allowed by Customer s insurance company and state standards • Agreed Price. The full amount of all monies as specified by the Agreed Pace does not include any extras such as carpentry repairs or any other repairs not specified in this Agreement or not covered by the Agreed Pace that are necessary to complete the repair or replacement process as required by local building codes or to cosmetically satisfy Customer. • Materials. All materials provided by Company will be standard stock materials unless othervase specified, and will match existing materials within reasonable tolerance as to color, texture desion etc Notwithstanding the toreooinctother products and materials may be substituted for equivalent products due to availability Customer understands that there is a 2 -day minimum charge for all drying water extraction and dehumidification equipment Provided by Company All excess materials remain the property of Company • Access to Property. Advertising. The prices and terms of Company's estimate and this Agreement are based upon completion of the work during normal workmo._hours. and Customer aorees to provide Comoanv • Job • Insurance/ Mortgage for all amounts, despite depreciation or deductibles, and, as applicable. to also pay for additional work not covered by Customer's insurer and that said amounts must be paid before iob completion • Rr... h In the avant ruct—or hmarh.c th- Anrppm.nt r .ctnm.r ..ries in nnv rmm.nnv al .n hili nn a tlm. Int a rat. of Rpn nn nor hour) and mat.roi. h-. b.. •u • Limited • Hazardous Materials; harmless for claims or damages to persons or property, except to the extent that such damage occurs during performance of Company's work and are the direct result of Company's error or omission Notwithstanding the foregoing Company shall not be responsible for damages to any area of the property upon which Companv's work has not been completed nor is Company responsible for slight scratching or denting of putters oil droplets in driveways hairline fractures in concrete damage to flowers or landscaping or minor broken branches on trees plants or shrubbery, In no event shall Company be responsible for any type of damage resulting from vibrations, includingbut not limited to interior drywall damage. nail pops or disconnection of chimneys, flues, air ducts, ventilation shafts. exhaust vents furnace vents or sewer vents Customer understands and agrees that Company shall have no responsibility for damages of any kind to persons or property occurring after tob completion. • Hold Harmless. Customer _agrees to hold Company harmless in connection with the work described herein and that Customers maximum recourse shall be and Company's maximum hability-under this Agreement • PRE -LIEN NOTICE: COMPANY HEREBY PROVIDES NOTIFICATION THAT ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIAL FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE ALIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS. It Placed in the hands of an attorney for collection. Customer will pay all attornev and legal fees. • Insurance Deductible, If Customer plans to use the proceeds of an insurance policy to pay for any of the work under this Agreement. Company shall not pay, waive, rebate or promise to oav, waive or rebate all or part of any insurance deductible applicable to the insurance claim for Payment for the work under this Agreement. • Entire Agreement. This Agreement constitutes the entire agreement and understanding of Company and Customer relating to all of the subject matter hereof, and supersedes all Prior agreements. arrangements and understandings written or oral between the parties concerning such subiect matter ANY REPRESENTATION STATEMENTS OR OTHER COMMUNICATIONS NOT WRITTEN IN THIS AGREEMENT OR MADE IN WRITING PURSUANT THERETO ARE AGREED TO BE INVALID AND NOT RELIED ON BY EITHER PARTY AND DO NOT SURVIVE THE EXECUTION OF THIS AGREEMENT Customer shall not assign this Agreement without the prior written consent of the Company. • Amendment. It this Agreement is not cancelled by Customer within three 131 business days after the date of this Agreement or within seventy-two 1721 hours after Customer receives notice from his/her insurer that THE TERMS ON THE REVERSE SIOE HEREOF ARE SPECIFICALLY AGREED TO AND INCORPORATED HEREIN. HomeGuard Roofing & Restoration 6850 W. 52nd Avenue, Suite 106, Arvada, CO 8002 17201708 4126 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: " ( L V_Oof- Job Address: i o0 Permit Number: '2-D I Q a 1LILL, � ❑ No one available for inspection: Time OPM Re -Inspection required: Yes R When corrections have been made, callfo -inspection at 303-234-5933 Date: O/11Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office @ (303) 237-8929 Fax INSPECTION NOTICE/ Inspection Type: 000 Job Address: Permit Number: -7- 0/'2 0 co C �fv 77- 7 F-1 No one available fo,k inspection: Time AM/PM f Re -Inspection requireq� Yes) No 2: When corrections havejeen made, call for re -inspection at 303-234-5933 Inspector: `X 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 0 ICE VIIA Inspection Type:,�fi Job Address: GJ o Permit Number: 2-0 f %O 6 Q Ll No one available for inspection ime �AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 DateA 7 Inspector -:_. 02 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: MX Job Address: l d0 '51 - Permit Number: ] 17 0 6 rj CJ6, ❑ No one available for inspection: Time AM/PM Re -Inspection required:,-, Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -I//3//7 Inspector: M7_ DO NOT REMOVE THIS NOTICE t _ 30346388 0 sr �r 13 e ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE; ='s Inspection Type: Job Address: /G Permit Number: 6) 5� Z e ° c ❑ No one available for inspection c Re- Inspection required: Yes/ Nd "When corrections have been ma call Date: '1 inspector: DO NOT REMOVE I,Iu►I�iil re- inspection at 303 -234 -5933 City of Wheat Ridge Residential Electric PERMIT - 092843 PERMIT NO: 092843 ;ISSUED:" 09/29/2009 JOB ADDRESS:4100 CARR ST :EXPIRES': 03/28/2010 DESCRIPTION: Replace, meter and riser. CONTACTS owner 303/424-4928 Gary Stewart gc 303/227-0326 01-8057 Modelco Electric, Inc. PARCEL INFO ZONE 'CODE: UA `USE: UAA SUBDIVISION:' 0327- .BLOCK/LOTS: 0/.. FEE SUMMARY ESTIMATED PPROJECT VALUATION:: ` 450.00`. FEES Permit Fee 30.55 z t. Total Valuation .00 Use Tax' 8.10~1~C3„1 **~:TOTAL 38.65 Conditions: Must comply w/ 2003 IRC & 2005 NEC.: k distances proposed by this permit application' are accurate, and do not violate applicable I hereby certifyA ordinances, ruleof the City of'... Wheat Ridge or covenants, easements or restrictions' of record; that all measurements shoons made are accurate; that I have read and agree to abide by all conditions printed on this application and. ll responsibility for compliance with the Wheat Ridge Building Code (I.B.C) andall other applicable Wheat a, for work under this permit. Plans subject to field inspection. Signature o c Hate 1. This pe mi 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. r' 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,S full fees shall be paid for anew permit. 4. No work of any manner shall be done that will Change the natural flow of water causing adrainage problem. 5, Contractor shall notify the Building Inspector twenty four (24) hours in advance for all inspections and shall receive written approval on inspection cardbefore 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, an elation of the provisions of the building codes or any other ordinance, law, mule or regulation. All plan r e//Jn/~~ subject to field inspections. Signature of ief. uildmg: official 'date TTT010CrTT/1T VVATTTICT T.TWM. /1AIN g1A_LO17 TITTTTTITTTn /1 TJ 7+ V: ]OG ]OGL City of _ Date: Wheat lcl~e COMMUNITY DEVELOPMENT Permit 7500 W. 29th Ave., Wheat Ridge; CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application i ddfim q- oc C r~~2rz S F Property Owner (please print): (}RY' STE~r~RT Phone: • 1-1 a L1 ~9a$ Mailing Address: (if different than property address) Address: City, State, Zip: Contractor License 1`60 5 } Phone: ~J D 3 a 1 • c5 3 a COmpanV effi License Expiration Date: Trade/Profession: Approval Use of space (description): Qep\atsL vv\e-~,ea- CJ-4 - C~SQ( i n / b' CO Lis Plan Review (due at time of submittap: $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subjec spection. CIRLCE ONE:: (OWNE% (CONTRACTOR) ERSONAL REPRESENTATI WNER) (CONTRATOR) PRINT NAME: I t r1//1 ~GNATURE: Dater f G Bldg Valuation: Credit Card Payment: Use credit card listed on file, Date: Print name: Signature: