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Home My WebLink About6655 W 26th Avenue� ► � i City of Wheat Ridge Residential Remodel PERMIT - 202100760 PERMIT NO: 202100760 ISSUED: 06/03/2021 JOB ADDRESS: 6655 W 26th Ave EXPIRES: 06/03/2022 JOB DESCRIPTION: Remodel first floor, New plumbing and electrical fixtures, cabinets , flooring, windows, exterior deck roof, new steel siding, added insulation, new dining room ceiling, New first floor bathroom *** CONTACTS *** OWNER ( 72 0 ) 971-7412 WHITE BEN SUB ( 7 2 0) 9 6 2- 4 6 3 8 KELLY KNOEDLER 090400 KELLMAR CONSTRUCTION, LLC SUB (303)650-3393 LAWRENCE GILL 022483 GILL ELECTRIC SUB (303)917-5339 TAHN MALONE 210088 SURE FIRE HEATING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 310,000.00 FEES Total Valuation 0.00 Plan Review Fee 11616.26 Use Tax 61510.00 Permit Fee 21486.55 ** TOTAL ** 10,612.81 *** 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 2018 IRC, 2020 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 - 202100760 PERMIT NO: 202100760 ISSUED: 06/03/2021 JOB ADDRESS: 6655 W 26th Ave EXPIRES: 06/03/2022 JOB DESCRIPTION: Remodel first floor, New plumbing and electrical fixtures, cabinets, flooring, windows, exterior deck roof, new steel siding, added insulation, new dining room ceiling, New first floor bathroom 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. 06/03/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DS Environmental CONSULTING "The trusted choice for your environmental & industrial hygiene needs." ASBESTOS PCM CLEARANCE REPORT PRESENTED TO: Mr. Chris Gunther Specialty Contracting Services 9085 Marshall Court Westminster, CO 80031 (720) 376-2435 Front Range 7555 W 10th Ave Suite A, Lakewood, CO 80214 6655 W 26th Ave, Wheat Ridge, CO INSPECTED BY: Mr. Thomas Holzfaster DS Environmental Cell: (720) 955-1813 Mountains PO Box 6864 Avon, CO 81620 PROJECT DETAILS: DS Job Number: 22510 Date of Inspection: May 13, 2021 SCS PO: COL-SE-21-0866-ASBR Western Slope PO Box 3793 Aspen, CO 81612 Web dsconsultinginc.com Direct (303) 286-9094 Fax (303) 986-0121 Table of Contents 1.0 Introduction 2.0 Project Details 3.0 Certifications 4.0 Final Visual & Final Clearance Procedures 5.0 Air Sample Analyzation 6.0 Air Sample Results 7.0 Copyright Notice APPENDIX A CERTIFICATIONS 1.0 Introduction Mr. Holzfaster with DS Environmental (DS) conducted a final visual inspection, performed aggressive clearance air monitoring, and analyzed clearance air quality samples via Phase Contrast Microscopy (PCM) for a fully permitted asbestos abatement project being conducted to remove asbestos -containing materials (ACM) from the residence detailed on the cover page of this report. The asbestos abatement was being conducted to remove — 150 sf of asbestos -containing textured drywall, 25 sf of window glazing, and 60 If of TSI on ducting from the mechanical/laundry rooms. The abatement project passed the final visual inspection and the analytical results of all final clearance samples collected were below the CDPHE's clearance criteria of 0.01 fibers/cubic centimeter (f/cc). The containment area can be deconstructed, and the abatement area can be re -occupied. 2.0 Project Details 3 GAC & Permit General Abatement Contractor (GAC) Specialty Contracting Services GAC Supervisor Dylan Guenther - 21590 CDPHE Permit Number Approved application displayed onsite Containment Details Number of Containments 1 Containment Type(s) Full Phase of Abatement (if multi -phase) n/a Containment Area(s) Laundry/Mechanical Analyzation Details Sample Analyzation Method Phase Contrast Microscopy (PCM) Analyzation Method NIOSH 7400 Sample Analyzation Location at the location of the clearance Number of Samples Collected 5 Number of Blank Samples Collected 2 Time Clearance Standards Met 2:45 pm Asbestos -Containing Materials Abated Type of ACM Quantity Removed Location Removed From Textured drywall —150 sf Laundry/mechanical Window glazing —25 sf Laundry/mechanical TSI on ducting — 60 If Laundry/mechanical 3 3.0 Certifications The final visual inspection, the aggressive clearance air monitoring, and the PCM air sample analyzation were conducted by Mr. Thomas Holzfaster with DS. Mr. Holzfaster is a CDPHE certified Air Monitoring Specialist (AMS); having certification number 15626 and a NIOSH 582 certified analyst. DS is a CDPHE certified Asbestos Consulting Firm, Registration No. 14912 and a participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID No. 188987 maintaining a rating of Proficient. 4.0 Final Visual & Final Clearance Procedures Prior to the collection of final clearance air samples, a final visual inspection was conducted to ensure all the requirements of CDPHE's Regulation 8, Part B — Asbestos were met. Once the abatement area passed the final visual inspection, DS collected final clearance air samples from five (5) locations within the containment. Followingthe collection of the final clearance air samples, the samples were analyzed, alongwith sample blanks, to determine the airborne fiber concentrations. The air samples were collected at an average flow rate of less than 16.0 liters per minute (L/m) using Thomas high-volume pumps with a minimum volume of air to meet the analytical sensitivity for the NIOSH 7400 analyzation method used to analyze the samples. Flow rates were collected at the beginning and at the end of the sampling period utilizing an airflow rotameter calibrated against a primary -flow calibration instrument. Start times and stop times were recorded for all sampling periods. 5.0 Air Sample Analyzation The final clearance PCM samples were collected on 25 -millimeter (mm) mixed -cellulose, ester -membrane filters with a 0.8 -micron pore size and an effective collection area of 385 mm. All filters were pre -assembled by the manufacturer in three -stage, conductive sampling cassettes with extension cowls. A field blank and lab blank were also collected and analyzed along with the clearance samples. The final clearance PCM samples were analyzed according to the NIOSH 7400 Method. This method counts and identifies "fibers" that meet the counting criteria for the method, which is not specific to asbestos fibers; therefore, all fibers that meet the counting criteria are counted as asbestos fibers. If the total fiber count is less than 0.01 fibers/cubic centimeter (f/cc), it is known that the total asbestos fiber count is also less than 0.01 fibers/cubic centimeter (f/cc). W 6.0 Air Sample Results Clearance Sample Avg Flow Time Volume Fibers/ Reporting Results PASS/ Sample ID Location Rate (liters) (min) (liters) 100 Fields Limit (f/cc) (f/cc)* FAIL CL1 S end lower mech/laundry 15.0 87 1305 10.5 0.002 0.004 PASS Center E wall — N end - lower CL2 15.0 86 1290 10.0 0.002 0.004 PASS mech/laundry Center W wall — N end - lower CL3 mech/laundry 15.0 85 1275 8.0 0.002 0.003 PASS CL4 S end — upper mech/laundry 15.0 82 1230 8.5 0.002 0.003 PASS CL5 N end — upper mech/laundry 15.0 84 1260 9.5 0.002 0.004 PASS "Sample analysis has been blankcorrected Blank Sample Fibers/ Sample ID Description 100 Fields LB Lab Blank 0 FB Field Blank 1 7.0 Copyright Notice © DS Environmental 2021. All Rights Reserved. This document contains material protected under Federal Copyright Laws. No part of this document or any of its contents may be reproduced, copied, modified or adapted, without the prior written consent of the author and DS Environmental. E Reporting Limit (RL) Volume (liters) Reporting Limit BRL= Below Reporting Limit 490 .006 CBR = Cannot Be Read 491-599 .005 Min = Minutes 600-770 .004 RL= Reporting Limit 771-1079 .003 f/cc = fibers per cm3 1080-1798 .002 1799-5400 .001 © DS Environmental 2021. All Rights Reserved. This document contains material protected under Federal Copyright Laws. No part of this document or any of its contents may be reproduced, copied, modified or adapted, without the prior written consent of the author and DS Environmental. E APPENDIX A: CERTIFICATIONS 11 7 T srNE NuM,C, Colorado Department of Public Health and Environment ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. Single Family Residential Dwelling (SFRD) > 50 LF or 32 SF or a 55 -gal. drum, but!- 260 LF or 160 SF or a 55 -gallon drum Public and Commercial Building, School, and Single -Family Residential Dwelling: > 260 LF or 160 SF or a 55 -gallon drum code 200 ❑ $0 Courtesy Notice code 100 ❑ $0 Courtesy Notice code 205 1 ❑ $60 Non -Public Access Notice (Opt Out code 105 ❑ $80 Non -Public Access Notice code 210 ❑ $60 Notice code 110 ❑ $80 Notice code 230 ❑ $180 30 -Day Permit code 130/232 ® 1 $400 30 -Da P&C/SFRD Permit code 290 ❑ $300 90 -Day Permit code 190/292 ❑ $800 90 -Da P&C/SFRD Permit code 265 ❑ $420 365 -Day Permit code 165/267 1 ❑ $1200 365 -Da P&C/SFRD Permit [ code 180/280 ] ❑ $55 Notice or Permit Transfer [ code 177 ] ❑ $80 Phase of Multiple Phase Permit # Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 asbestos@state. co. us Abatement Contractor Abatement Site Building Owner Company Name Building Name Owner Name Specialty Contracting Services White Residence Ben & Brook White Street Address Specify location in the building where work will take place (e.g. floor, room, wing, etc.) Contact 9085 Marshall Court Laundry/ Mudroom Ben White City State Zip code Street Address Street Address Westminster Co 80031 5034 Dakota Run 6655 W 26th Ave Telephone # Fax # City County Zip code City State Zip code 303 494-2000 303 530-0670 Littleton Denver 80125 Wheat Ride Co 80214 Project SupervisorCO. Cert # Building Contact Cell Phone # Telephone # Fax # Dylan Guenther 21590 Kelly D Knoedler 720 962-4638 720 971-7412 NA NA Project Personnel Project Information Disposal Site CO Project Mgr. Name Start Date End Date Landfill Name NA 10-11-2021 10-15-2021 Tower Landfill Cell Phone # CO Project Designer # Start Time End Time Street Address (NA) NA NA 08:00 AM NA PM NA AM 5:00 PM 8480 Tower Road CO Project Designer Name Check the day(s) of operation: Su M Tu W Th F Sa City State Zip code NA ❑ ® ® ® ® ® ❑ Commerce City CO 80022 Cell Phone # CO Project Designer # Emergency? Type of ACM: TSI, Texture, VAT, etc. CDPHE Use Only (NA) NA NA Y❑ N® TSI, Drywall, Window Glazing Consulting Firm Name Registration # Linear Feet / Type Square Feet / Type 55 gal. Drums Postmark or Deliv RECEIVED APPROVED DS Environmental Consulting 14912 =125 sgft total By Trevor Strosnider at 1:04 pm, Apr 26, 2021 gy Trevor Strosnider at 1:04 pm, Apr 26, 2021 A.M.S. Name 60 LF TSI NA Form of Payment & # 167217776 PM req'd? Albert Montoya 150 Sq. ft. Drywall Y N W Cell Phone # CO A.M.S. Cert # 25 sq. ft Window Permit # Record # Date Issued: (303) 376-1544 13963 Glazing. Please describe below the work practices and procedures to be eMDloved in conducting the abatement of asbestos. BE SPECIFIC. Indicate tVDe(S) of ACBM to be abated (e.a. VAT. ceiling tile, TSI, etc.). Use another page if necessary. After arriving onsite and mobilizing all materials and equipment. SCS wil begin to build a full containment utilizing criticals and negative air pressure. A three stage decontamination unit will be used along with a two stage waste load out. A ditigital manometer will be used at all times during the project to ensure negative air pressure does not drop below -0.02 inches of water column. Material will be adequetly wetted while demolition and clean up procedures are being performed using a manurfactured surfactant and an airless sprayer. All materials that are being demolished will be placed in 2 6mil pre labled asbestos bags. All SCS employees will be in proper PPE. Utilizing hand removal methods too included hammers, pry bars and crow bars.The ACM waste will be disposed of at a state approved landfill Tower Landfill 8480 Tower Road Commerce City, CO 80022, Work area will be inspected and cleared by consultant specified above. Once SCS has received passing air results by the consultant, SCS will remove containemnt and bag as ACM waste and demob from the jobsite. Form: AANPA08 APPROVED By Trevor Strosnider at 1:04 pm, Apr 26, 2021 Rev. 01/30/2008 City of Wheatf, j COMMUNITY DEVELOPMENT gle SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This fom mustbe completed& signed by the PLUMBWG SOBCOMIHA R perfutmiug plumbingwork on site. Subcontmetoes insurance arta license must be up to date priorto permit issuance. Praieet Address: lb3S to 26-i A�)c— Gmm.m Contra Tor. P)1,12014, 01 8-� h \K) 12) t+q— companyxamaRz�-"coamnpbonek 30-x-S22—'SY i. Wheat Ridge Contractor Liceasew: 00 (retuiredrm) statelAcensex: ,1s9y Master Lieensea: n OW 6 [ 7_ T Lv i c):)a nt Printed Name ofAuthori z Agent Agent Dam f.,-01- 2( $ignamre Autho d PRE -RENOVATION ASBESTOS INSPECTION 6655 WEST 26`h AVENUE WHEAT RIDGE, COLORADO 80214 Ground floor PREPARED FOR: Kelhnar Construc[i®LLC 50341)ako[a Run Littleton, Colorado M15 PROJECT. SEI21-P043 PREPARED. March 20, 2021 Prepared by. Sunrise Environmental, Inc 371 CCAViev Drive-POBox429 Black Hawk Colorado 80.422 Phone 720 209-5282 Appendices Appendix A - Analytical Data Appendix B - Certifications 2 TABLE OF CONTENTS SECTION DESCRIPTION PAGE CERTIFICATION OF RESULTS 3 1.0 EXECUTIVE SUMMARY 4 2.0 SCOPE AND FACILITY INFORMATION 5 2.1 Inspection Objectives and Scope 5 2.2 Review of Existing Information 5 3.0 METHODS AND TECHNIQUES 6 3.1 Inspection 6 3.2 Bulk Sampling 6 3.3 Sample Analysis 7 4.0 ASBESTOS -CONTAINING MATERIAL DESCRIPTIONS AND RECOMMENDATIONS 8 5.0 PRESUMED ASBESTOS CONTAINING MATERIAL DESCRIPTIONS AND RECOMMENDATIONS 13 6.0 NON -ASBESTOS CONTAINING MATERIAL DESCRIPTIONS 13 7.0 INSPECTOR COMMENTS 15 8.0 CONCLUSIONS AND RECOMMENDATIONS 15 9.0 LIMITATIONS 17 Appendices Appendix A - Analytical Data Appendix B - Certifications 2 Pre -Renovation Asbestos Inspection 6655 West 26" Avenue, Wheat Ridge, Colorado 80214 CERTIFICATION OF RESULTS This Pre -Renovation Asbestos Inspection was performed on behalf of Kellmar Construction LLC (hereafter referred to as "Client"), subsidiaries, partners, directors and officers, and all successors and assigns, solely for use in evaluation of the presence of asbestos -containing building materials sampled at 6655 West 26"' Avenue, Wheat Ridge, Colorado 80214 (hereafter referred to as the "Site"). The information herein is only for the specific use of Kellmar Construction LLC and Sunrise Environmental, Inc. Use by any other parties is unauthorized. Sunrise Environmental, Inc. accepts no responsibility for the use, interpretation, or reliance by other parties on the information contained herein, unless written authorization is obtained by Sunrise Environmental, Inc. This report is respectfully submitted this 24a' day of March, 2021. Sunrise Environmental, Inc. Digitally signed by Scott D Sanders d ' Date:2021.03.24 14:32:33 -06'00' Scott D. Sanders President CDPHE Building Inspector Certificate #633 3 Pre -Renovation Asbestos Inspection 6655 West 26" Avenue, Wheat Ridge, Colorado 80214 1.0 EXECUTIVE SUMMARY Sunrise Environmental, Inc. has completed Pre -Renovation Asbestos Inspection at 6655 West 26th Avenue, Wheat Ridge, Colorado 80214. The inspection was limited to the ground floor of the residence. The inspection was performed by Mr. Scott D. Sanders of Sunrise Environmental, Inc. March 10"', 2021. After identifying Homogeneous Areas of suspect Asbestos Containing Building Materials (ACBM), the inspector collected bulk samples from each Homogeneous Area. The bulk samples were submitted to an independent laboratory and analyzed by Polarized Light Microscopy. Three (3) of the eleven (11) Homogeneous Areas identified and sampled by Sunrise Environmental, Inc. were found to contain greater than 1% asbestos. Sunrise Environmental, Inc. did not presume any additional building materials to contain greater than 1% asbestos. The asbestos -containing building materials identified are listed below * Paper duct insulation (Homogeneous Area 43) * *Drywall joint compound (Homogeneous Area 48) * Gray metal window glazing (Homogeneous Area 411) The EPA, CDPHE and OSHA require that the building materials listed above, if impacted during renovation be removed prior to the renovation activities. Sunrise Environmental, Inc. recommends removal of these materials by CDPHE Licensed General Abatement Contractor (GAC) in accordance with applicable regulations should these materials be expected to be impacted during the renovation. *The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 1% or less after compositing, the material is not considered an Asbestos Containing Building Material (ACBM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in samples 8-1 and 8-2, however the composite result for the samples was <1.0% Chrysotile, therefore, the drywall & joint compound composite is not considered an Asbestos Containing Building Material (ACBM). The joint compound is not required to be abated as an asbestos -containing material provided the drywall and joint compound are demolished together as a single composite system. Laboratory analysis of the following building material identified less than 1.0% asbestos in the samples submitted. This material is not regulated by EPA or CDPHE-AQCC. However, OSHA regulations require employers to document potential exposure to trained employees handling the material and maintain exposure limits below the Permissible Exposure Limit (PEL) of 0.1 fibers/cubic Centimeter (f/cc) over an eight-hour time weighted average (TWA). The material found to contain 1.0% or less (trace) asbestos content is listed below: * Textured plaster (Homogeneous Area #1) * Roll -applied drywall texture (Homogeneous Area #7) In Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect properly trained employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 -hour time weighted average. 2.0 SCOPE AND FACILITY INFORMATION 2.1 Inspection Objectives and Scope Sunrise Environmental, Inc. inspected the ground floor of the residence at 6655 West 20" Avenue, Wheat Ridge, Colorado 80214 for the presence of asbestos containing building materials (ACBM). Sunrise Environmental, Inc. performed a Pre -Renovation Asbestos Inspection in accordance with the requirements of 40 CFR 61, National Standards for Hazardous Air Pollutants (NESHAP), and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) Regulation 8, which require that a building be thoroughly inspected for the presence of asbestos -containing building materials prior to renovation. Our scope of services included the following: • Identify suspect asbestos -containing building materials (ACBM) within the ground floor of the residence. • Collect bulk samples of all identified suspect materials in accordance with 40 CFR 763.86 and CDPHE-AQCC Regulation # 8. • Submit the bulk samples to a NVLAP accredited asbestos laboratory for Polarized Light Microscopy analysis; • Specify the condition of the suspect ACBM; • Compile a final report of findings. Sunrise Environmental, Inc. made reasonable efforts to locate and identify Asbestos Containing Building Materials (ACBM). Sunrise Environmental, Inc. performed some destructive access to inspect inaccessible areas, however, should unidentified suspect materials be encountered, additional bulk material samples should be collected to determine potential asbestos content. The inspection was conducted by CDPHE Certified Asbestos Building Inspector Scott D. Sanders. 2.2 Review of Existing Information No previous asbestos inspection data regarding asbestos containing building materials was provided for review. 5 Pre -Renovation Asbestos Inspection 6655 West 26" Avenue, Wheat Ridge, Colorado 80214 3.0 METHODS AND TECHNIQUES 3.1 Inspection Sunrise Environmental, Inc. inspected the ground floor of the residence to locate and identify friable and non -friable asbestos containing building materials. Mr. Scott D. Sanders of Sunrise Environmental, Inc. performed the inspection March 10"', 2021. Mr. Sanders is a Colorado Department of Public Health and Environment (CDPHE) certified asbestos building inspector. The inspector visually inspected accessible portions of the building to locate and identify suspect ACBM, touched suspect ACBM to determine friability, and determined the extent of homogeneous areas of friable and non -friable suspect ACBM. 3.2 Bulk Sampling Random bulk samples, representative of the suspect asbestos -containing building materials of each homogeneous area, were collected according to guidelines published as Environmental Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763 and Colorado Department of Public Health and Environment (CDPHE), Regulation Number 8. Representative sampling is based on the following criteria: 1. The distribution of the suspect material throughout the homogeneous area. 2. The suspect materials physical characteristics and application. 3. Random sampling patterns determined for each homogeneous area Suspect materials sampled and analyzed should be considered representative of materials in each homogeneous area if: 1. They exhibit similar physical characteristics. 2. The application of the sampled material can be correlated to the application of un -sampled material. Suspect materials similar in appearance and application were sampled as homogeneous areas. Suspect materials were divided into three classifications and sampled according to applicable regulations based on classification of each homogeneous material and the quantity of each homogeneous material as listed below: 1. Surfacing Materials - Troweled on or sprayed on material • 1,000 square feet requires a minimum of three (3) samples • Greater than 1,000 square feet but less than or equal to 5,000 square feet requires a minimum of five (5) samples • Greater than 5,000 square feet requires a minimum of seven (7) samples 2. Thermal System Insulation • Each system requires three (3) samples 3. Miscellaneous - other suspect materials not classified in the above categories • Sufficient samples to adequately characterize the materials with a minimum of two (2) samples 6 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 A material can either be friable or non -friable. A friable material is one that, when dry, can be pulverized or reduced to powder by hand pressure. A non -friable material cannot be reduced to a powder by hand pressure. A non -friable material may become friable if its condition has deteriorated or has been impacted by forces that have rendered it friable. After identifying homogeneous areas of suspect ACBM, representative samples from each homogeneous area were collected. The inspector randomly selected the sample locations and collected samples in a manner to minimize the release of fibers into the air. The inspector collected a small bulk sample of the material using an appropriate tool (e.g, clean knife or chisel), and placed each bulk sample into an unused, uniquely labeled, sealable bag. The inspector documented each homogeneous area, sample location, sample number and other pertinent information at the time of the inspection. A total of thirty-four (34) bulk samples were collected for analysis from eleven (11) separate Homogeneous Areas. A total of thirty-four (34) bulk samples were analyzed by Polarized Light Microscopy. Six (6) of the samples were also submitted for point count analysis. 3.3 Sample Analysis Bulk samples collected were submitted for analysis at FRS Geotech, Inc., 1441 W. 46a' Avenue, Suite 14, Denver, Colorado 80211 and were analyzed by Polarized Light Microscopy (PLM) for asbestos content. FRS Geotech, Inc. is accredited by the National Institute of Standards and Technology (NIST) under the National Voluntary Laboratory Accreditation Program (NVLAP). PLM was performed in compliance with guidelines established by the USEPA (EPA Method 600). PLM samples were submitted for a 5 -day turnaround and the point count samples were submitted for a next -day turnaround at the Client's request. A building material of a given homogeneous area is considered to be ACBM based on a finding that at least one sample collected from the material showed asbestos present in an amount greater than one percent (1.0%). A building material is not to be considered ACBM only if the results of all samples collected from the material showed asbestos content to be equal to or less than one percent (1.0%). The CDPHE-AQCC require point count analysis for friable materials greater than 0% but equal to or less than 1.0% to disprove false negative results analyzed by visual estimation. EPA-NESHAP recommends point count analysis for visual estimations from greater than 1% to 10% to disprove false positive results or consider the material to be asbestos - containing. SEI recommends point count analysis up to 2% based on experience and quality of analysis. Samples 1-1, 1-2, 1-3, 7-1, 7-2, and 7-3 were submitted for point count analysis and were reported to contain less than 1% asbestos. The Polarized light Microscopy analysis of the bulk samples was performed March 18, 2021, and the point -count analysis was performed on March 23`d 2021 as listed in the Analytical Data Section of this report (See Appendix A). Condition assessments were performed by the accredited inspector at the time of inspection. 7 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 4.0 Asbestos Containing Building Material Descriptions and Recommendations This section includes asbestos containing material descriptions and a table listing the asbestos containing building materials found. The building materials listed in this section contain concentrations of asbestos greater than 1.0% by visual estimation analyzed by Polarized Light Microscopy. The percentage of asbestos content for each sample indicated can vary depending upon sample location, homogeneity of the materials, and type of application. Sample numbers indicate Sunrise Environmental, Inc.'s internal sample tracking designation. 8 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 HOMOGENEOUS AREA — 3 Material Description: Paper duct insulation Type of Material: Thermal System Insulation Friability: Friable Material Condition: Good Frequency of Potential Contact: Low Influence of Vibration: Medium Potential for Air Erosion: Medium Material Location Material Quantity *See below —60 sq. ft. Sample No. Sample Location 3-1 Ground floor, Small closet west of kitchen Lower portion of round duct 3-2 Ground floor, Mud room closet On round duct 3-3 Ground floor, Small closet west of kitchen Upper portion of round duct General Recommendations AHERA Category #6 ACBM with potential for significant damage Composition 50% Chrysotile 40% Chrysotile 50% Chrysotile The paper duct insulation is considered friable. Maintain material in undamaged condition. Do not sand, grind, drill or abrade the material. If the paper duct insulation becomes damaged or disturbed, removal should be performed using proper procedures utilizing personnel trained in asbestos removal techniques and personal protective equipment. Properly maintained asbestos containing duct insulation poses minimal risk of fiber release. The paper duct insulation must be removed by a CDPHE licensed General Abatement Contractor (GAC) using personnel trained and certified to remove, transport and dispose of asbestos containing material where renovation activities will impact the material. *The asbestos -containing duct insulation was observed in the utility closet, mud room closet, between the south wall of kitchen and north wall of living room and between west wall of living room and the east wall of the mud room closet. Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 HOMOGENEOUS AREA — 8 Material Description: Drywall joint compound Type of Material: Miscellaneous Material Friability: Friable Material Condition: Good Potential for Disturbance Frequency of Potential Contact: High Influence of Vibration: Low Potential for Air Erosion: Low Material Location Laundry room Sample No. *8-1 Material Quantity Approx. 150 sq. ft. Sample Location Laundry room, Soffit above entry to Utility closet *8-2 Laundry room, South center, wall adjacent utility closet 8-3 Laundry room, North wall adjacent West side of pantry General Recommendations AHERA Category #6 - ACBM with potential for significant damage Composition None Detected (drywall) 2% Chrysotile (compound) None Detected (tape) (Composite <L 0 %) None Detected (drywall) 2% Chrysotile (compound) None Detected (tape) (Composite <L 0 %) None Detected (drywall) None Detected (compound) The drywall joint compound is considered friable for the purposes of renovation. Maintain material in undamaged condition. Do not sand, grind, drill or abrade the material. Should the joint compound become damaged or disturbed, removal should be performed using proper procedures utilizing personnel trained in asbestos removal techniques and personal protective equipment. Properly maintained asbestos containing joint compound poses minimal risk of fiber release. *The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 1% or less after compositing, the material is not considered an Asbestos Containing Building Material (ACBM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in samples 8-1 and 8-2, however the composite result for the samples was <1.0% 10 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 Chrysotile, therefore, the drywall & joint compound composite is not considered an Asbestos Containing Building Material (ACBM). The joint compound is not required to be abated as an asbestos -containing material provided the drywall and joint compound are demolished together as a single composite system. OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 - hour time weighted average. 11 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 HOMOGENEOUS AREA —11 Material Description: Gray metal window glazing Type of Material: Miscellaneous Material Friability: Friable Material Condition: Good Frequency of Potential Contact: Medium Influence of Vibration: Low Potential for Air Erosion: Low Material Location Material Quantity AHERA Category Metal window frames —25 sq. ft. Non -Friable ACBM Sample No. Sample Location Composition 11-1 Laundry room, 2% Chrysotile West window 11-2 Mud room, Trace of Chrysotile South window 11-3 Living room, 2% Chrysotile South window General Recommendations The gray metal window glazing is considered non -friable. Maintain material in undamaged condition. Do not sand, grind, drill or abrade the material. If the window glazing becomes damaged or disturbed, removal should be performed using proper procedures utilizing personnel trained in asbestos removal techniques and personal protective equipment. Properly maintained asbestos containing window glazing poses minimal risk of fiber release. The window glazing must be removed using personnel trained and certified to remove, transport and dispose of asbestos containing material where renovation activities will impact the material. 12 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 5.0 Presumed Asbestos Containing Building Materials No additional building materials were presumed to contain greater than 1% asbestos. 6.0 Non -Asbestos Containing Building Materials The following building materials were sampled and found to contain 1% or less asbestos: Sample Homogeneous Area Sample Number: & Material Description: Location: *1_1 Homogeneous Area 1: (1,600 sq. ft.) Dining room, Textured plaster South wall, (Surfacing Material Friable Center * 1-2 Homogeneous Area 1: (1,600 sq. ft.) Sunroom, Textured plaster Ceiling, (Surfacing Material Friable Center * 1-3 Homogeneous Area 1: (1,600 sq. ft.) Kitchen, Textured plaster South wall, (Surfacing Material Friable Center 1-4 Homogeneous Area 1: (1,600 sq. ft.) Living room, Textured plaster East wall, (Surfacing Material Friable Center 1-5 Homogeneous Area 1: (1,600 sq. ft.) Kitchen, Textured plaster Ceiling, (Surfacing Material Friable East center 2-1 Homogeneous Area 2: (250 sq. ft.) Kitchen, Smooth plaster Ceiling, (Surfacing Material Friable West of center 2-2 Homogeneous Area 2: (250 sq. ft.) Kitchen, Smooth plaster South wall, west of center, (Surfacing Material Friable Behind refrigerator 2-3 Homogeneous Area 2: (250 sq. ft.) Kitchen, Smooth plaster West wall, (Surfacing Material Friable North end 4-1 Homogeneous Area 4: (500 sq. ft.) Mud room closet Rough plaster East wall, (Surfacing Material Friable Center 4-2 Homogeneous Area 4: (500 sq. ft.) Furnace closet Rough plaster South wall, (Surfacing Material Friable Center 4-3 Homogeneous Area 4: (500 sq. ft.) Mud room, Rough plaster Ceiling, east center, (Surfacing Material) (Friable) Behind east light fixture 13 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 Sample Homogeneous Area Sample Number: & Material Description: Location: 5-1 Homogeneous Area 5: (-45 sq. ft.) Bathroom, Ceramic tile adhesive & grout Shower wall, Miscellaneous Material Non -Friable Southeast corner 5-2 Homogeneous Area 5: (-45 sq. ft.) Bathroom, Ceramic tile adhesive & grout Shower wall, Miscellaneous Material Non -Friable Northeast corner 6-1 Homogeneous Area 6: (-200 sq. ft.) Bathroom, Drywall & joint compound Southwest corner wall Miscellaneous Material Friable 6-2 Homogeneous Area 6: (-200 sq. ft.) Bathroom, Drywall & joint compound Northeast corner wall Miscellaneous Material Friable 6-3 Homogeneous Area 6: (-200 sq. ft.) Bathroom, Drywall & joint compound Southeast corner wall Miscellaneous Material Friable *7-1 Homogeneous Area 7: (-150 sq. ft.) Laundry room, Roll -applied drywall texture South wall, east end (Surfacing Material Friable Adjacent utility closet *7-2 Homogeneous Area 7: (-150 sq. ft.) Laundry room, Roll -applied drywall texture Ceiling (Surfacing Material Friable East of center *7-3 Homogeneous Area 7: (-150 sq. ft.) Laundry room, Roll -applied drywall texture Soffit above entrance to utility (Surfacing Material Friable closet 9-1 Homogeneous Area 9: (-100 sq. ft.) Kitchen, Brown wood pattern vinyl flooring North center, over white floor tile & mastic West end of floor vent Miscellaneous Material Non -Friable 9-2 Homogeneous Area 9: (-100 sq. ft.) Kitchen, Brown wood pattern vinyl flooring Northeast corner, over white floor tile & mastic East end of floor vent Miscellaneous Material Non -Friable 9-3 Homogeneous Area 9: (-100 sq. ft.) Stairs west of kitchen, Brown wood pattern vinyl flooring Top stair over white floor tile & mastic Miscellaneous Material Non -Friable 10-1 Homogeneous Area 10: (-10 sq. ft.) Sunroom, Gray & white wood window glazing Southwest window (Miscellaneous Material) (Non -Friable) 10-2 Homogeneous Area 10: (-10 sq. ft.) Sunroom, Gray & white wood window glazing Southeast window (Miscellaneous Material) (Non -Friable) 14 Pre -Renovation Asbestos Inspection 6655 West 26" Avenue, Wheat Ridge, Colorado 80214 Sample Homogeneous Area Sample Number: & Material Description: Location: 10-3 Homogeneous Area 10: (-10 sq. ft.) Sunroom, Gray & white wood window glazing East window Miscellaneous Material Non -Friable *Laboratory analysis identified less than 1% asbestos in the samples submitted. These materials are not regulated by EPA or CDPHE-AQCC. OSHA regulations require employers to document potential exposure to properly trained employees handling these materials and maintain exposure limits below the Permissible Exposure Limit (PEL) of 0.1 fibers/cubic Centimeter (Fee) over an eight-hour time weighted average (TWA). 7.0 Inspector Comments Sunrise Environmental, Inc. identified and sampled a total of eleven (11) Homogeneous Areas, three (3) of which were found to contain greater than 1% asbestos. Samples were collected March 10a', 2021. Sunrise Environmental, Inc. did not presume any additional building materials to contain greater than 1% asbestos. The CDPHE-AQCC requires the removal of friable and non -friable asbestos containing materials prior to renovation activities if the materials will be impacted by the renovation. This asbestos inspection was performed for the purpose of renovation and was limited to the ground floor of the residence. Sunrise Environmental, Inc. made reasonable efforts to locate and identify Asbestos Containing Building Materials (ACBM) and performed some destructive access to access inaccessible areas. If unidentified materials are encountered, additional bulk material samples should be collected to determine potential asbestos content. Inspector's certifications are located in Appendix B of this report. 8.0 Conclusions and Recommendations Asbestos -containing building materials identified are listed below: * Paper duct insulation (Homogeneous Area 43) * *Drywall joint compound (Homogeneous Area 48) * Gray metal window glazing (Homogeneous Area 411) The EPA, CDPHE and OSHA require removal of the materials listed above if the materials will be impacted during renovation activities. Sunrise Environmental, Inc. recommends removal of these materials by CDPHE Licensed General Abatement Contractor (GAC) in accordance with applicable regulations should these materials be expected to be impacted during the renovation. 15 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 If asbestos -containing materials are to be removed or disturbed in a single-family residence, and the total quantity exceeds any of the regulatory trigger levels of 50 linear feet on pipes, 32 square feet on other surfaces, or the equivalent of a 55 -gallon drum, a CDPHE certified General Abatement Contractor (GAC) is required to perform the work. *The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 1% or less after compositing, the material is not considered an Asbestos Containing Building Material (ACBM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in samples 8-1 and 8-2, however the composite result for the samples was <1.0% Chrysotile, therefore, the drywall & joint compound composite is not considered an Asbestos Containing Building Material (ACBM). The joint compound is not required to be abated as an asbestos -containing material provided the drywall and joint compound are demolished together as a single composite system. Laboratory analysis of the following building material identified less than 1.0% asbestos in the samples submitted. This material is not regulated by EPA or CDPHE-AQCC. However, OSHA regulations require employers to document potential exposure to trained employees handling the material and maintain exposure limits below the Permissible Exposure Limit (PEL) of 0.1 fibers/cubic Centimeter (f/cc) over an eight-hour time weighted average (TWA). The material found to contain 1.0% or less (trace) asbestos content is listed below: * Textured plaster (Homogeneous Area #1) * Roll -applied drywall texture (Homogeneous Area #7) OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 - hour time weighted average. Sunrise Environmental, Inc. recommends that employees, workers and contractors have OSHA required asbestos training prior to any renovation activities that are performed where the renovation contractor may contact but not disturb the asbestos containing materials. Building and/or facility owners are required to notify prospective employers applying or bidding for work, employees of the owner and tenants that can reasonably be expected to work in or occupy areas containing ACM and/or PACM, of the presence of such materials. 16 Pre -Renovation Asbestos Inspection 6655 West 26`h Avenue, Wheat Ridge, Colorado 80214 9.0 Limitations The findings set forth in this report are strictly limited in time and scope to the date of the evaluation(s). The conclusions presented in the Report are based solely on the services described therein, and not on scientific tasks or procedures beyond the scope of agreed upon services. Because of the hidden nature of many building components, it may be impossible to determine if all building components have been located and subsequently tested. Destructive testing in some instances is not a viable option. Sunrise Environmental, Inc. does not, therefore, guarantee that all potential ACM has been located. If unidentified materials are encountered, additional bulk material samples should be collected to determine potential asbestos content. For the same reasons, estimates of quantities are subject to readily apparent situations. We do warrant however that the investigations and methodology reflect Sunrise Environmental, Inc.'s best efforts based upon prevailing standard of care and due diligence in the environmental field. The purpose of this report was to assess the physical characteristics of the subject Site with respect to the presence of asbestos -containing materials. No specific attempt was made to check on the compliance of present or past owners or operators or of the Site with federal, state or local laws and regulations, environmental or otherwise. 17 APPENDIX A ANALYTICAL DATA FRS Geotech, Inc. 1441 W. 46th Ave, Ste. 14 Denver, CO 80211-2338 March 18, 2021 Mr. Scott Sanders Sunrise Environmental, Inc. P.O. Box 429 Black Hawk, CO 80422 Re: Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 FRS Lab Number 126000 Dear Mr. Scott Sanders: Phone: (303) 477-2559 (800) 386-3136 FAX: (303) 477-2580 e-mail: frsgeo@ix.netcom.com The bulk samples submitted to FRS Geotech, Inc. have been analyzed by polarized light microscopy (PLM), the EPA -recommended method for determination of fibrous constituents in building materials. The percent of asbestos contained in the samples is a visual estimation based upon comparisons with published charts. The results of these analyses are summarized in the enclosed table. This report relates only to the items received and tested by our laboratory. According to requirements set by the National Institute of Standards and Technology/NVLAP, this report must not be used by the client to claim certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. Also, NVLAP guidelines specify that this report should not be reproduced, except in full, without the written approval of FRS. A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Sincerely, David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab 4102078-0 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 1 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 1-1* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite Textured plaster [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Trace <1% Others . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 111A1 Layer vol. 50% 03/10/21 Fiberglass Amosite Total Asbestos. Trace<1% Cellulose Anthophyllite [Gray sandy plaster] Synthetics Chrysotile Trace <1% Other Fibrous Material Trace <1% Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1 I BI Layer vol. = 50% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [White finish plaster, white textures and multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Bassanite . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1-2* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite Textured plaster [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 1 21A1 Layer vol. 20% 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite [Gray sandy base plaster] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 1 21B1 Layer vol. = 80% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [White sandy finish plaster, multiple colors of paints and white texture] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): '(9z°° ��1�'`°e'__ ` David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 2 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 1-3* Composite (100%) 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. Trace <1% Textured plaster [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Trace <1% Others . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 131A1 Layer vol. 50% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. Trace<1% [Gray sandy plaster] Synthetics Chrysotile Trace <1% Other Fibrous Material Trace <1% Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1 31B1 Layer vol. = 50% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected [White finish plaster/texture and multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 1-4 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Textured plaster [gray sandy plaster, tan finish plaster, multiple colors of Synthetics Chrysotile Other Fibrous Material Trace <1% paints and white texture] Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1-5 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Textured plaster [gray sandy plaster, tan finish plaster/texture and Synthetics Chrysotile Other Fibrous Material Trace <1% multiple colors of paints] Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 2-1 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Smooth plaster [gray sandy plaster, white finish plaster and multiple Synthetics Chrysotile Other Fibrous Material Trace <1% colors of paints] Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): �/'ra�'``'�'"` \ David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 3 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 2-2 100% 03/10/21 Fiberglass Cellulose Trace <1% Amosite Anthophyllite Total Asbestos: None Detected Smooth plaster [gray sandy plaster, white finish plaster, white texture and Synthetics Chrysotile Other Fibrous Material Trace <1% white paint] Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 2-3 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Smooth plaster [gray sandy plaster, white finish plaster, multiple colors of Synthetics Chrysotile Other Fibrous Material Trace <1% paints and white texture] Others . Crocidolite Trem./Act. Nonfibrous Material 99 3-1 100% 03/10/21 Fiberglass Cellulose 25 Amosite Anthophyllite Total Asbestos. 50 Paper duct insulation [gray with inseparable yellow adhesive] Synthetics Chrysotile 60 Other Fibrous Material 25 Others . Crocidolite Trem./Act. Nonfibrous Material 25 3-2* Composite (100%) 03/10/21 Fiberglass Cellulose 28 Amosite Anthophyllite Total Asbestos. 28 Paper duct insulation [2 layers] Synthetics Chrysotile 28 Other Fibrous Material 28 Others . Crocidolite Trem./Act. Nonfibrous Material 44 3 21A1 Layer vol. = 70% 03/10/21 Fiberglass Cellulose 40 Amosite Anthophyllite Total Asbestos. 40 [White insulation] Synthetics Chrysotile 40 Other Fibrous Material 40 Others . Crocidolite Trem./Act. Nonfibrous Material 20 3 21B1 Layer vol. = 30% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected [Multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): �J 41e- � David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 4 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 3-3 100% 03/10/21 Fiberglass Cellulose 25 Amosite Anthophyllite Total Asbestos. 50 Paper duct insulation [gray with inseparable yellow adhesive] Synthetics Chrysotile 60 Other Fibrous Material 25 Others . Crocidolite Trem./Act. Nonfibrous Material 25 4-1 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Rough plaster [gray sandy plaster with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Hair. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 4-2 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Rough plaster [gray sandy plaster with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Wollastonite . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 4-3 100% 03/10/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Rough plaster [gray sandy base plaster, beige sandy finish plaster and Synthetics Chrysotile Other Fibrous Material Trace <1% multiple colors of paints] Others . Crocidolite Trem./Act. Nonfibrous Material 99 5-1 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Ceramic tile [white], adhesive [yellow] & grout [white] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 5-2 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Ceramic tile [white], adhesive [yellow] & grout [white] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): � J-41ailIx David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 5 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 6-1 100% 03/10/21 Fiberglass Cellulose 20 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [white & white with white tape] Synthetics Chrysotile Other Fibrous Material 20 Others . Crocidolite Trem./Act. Nonfibrous Material 80 6-2 100% 03/10/21 Fiberglass Cellulose 20 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [white & white with white tape] Synthetics Chrysotile Other Fibrous Material 20 Others . Crocidolite Trem./Act. Nonfibrous Material 80 6-3 100% 03/10/21 Fiberglass Cellulose 20 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [white & white with white tape] Synthetics Chrysotile Other Fibrous Material 20 Others . Crocidolite Trem./Act. Nonfibrous Material 80 7-1* Composite (100%) 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. Trace <1% Texture [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--11A1 Layer vol. 40% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. Trace<1% [White texture] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--1 JBI Layer vol. = 60% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected [Multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): � J-41ailIx Completed: 03/18/2021 David A. Schroeder FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 6 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 7-2* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite Texture [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--21A1 Layer vol. 40% 03/10/21 Fiberglass Amosite Total Asbestos. Trace<1% Cellulose Anthophyllite [White texture] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--21B1 Layer vol. = 60% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [Multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 7-3* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite Texture [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--31A1 Layer vol. 50% 03/10/21 Fiberglass Amosite Total Asbestos. Trace<1% Cellulose Anthophyllite [White texture] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 7--31B7 Layer vol. = 50% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [Multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): �J 41e- � David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 7 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 8-1* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos: I Trace <1% Cellulose 16 Anthophyllite Drywall & joint compound [3 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material 16 Others . Crocidolite Trem./Act. Nonfibrous Material 83 8-1 IAIIAI Layer vol. = 80% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose 15 Anthophyllite [White drywall] Synthetics Chrysotile Other Fibrous Material 15 Others . Crocidolite Trem./Act. Nonfibrous Material 85 8 I BI Layer vol. = 15% 03/10/21 Fiberglass Amosite Total Asbestos. 2 Cellulose Anthophyllite [White joint compound] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 8I ICIICI Layer vol. = 5% 03/10/21 Fiberglass Amosite Total Asbestos: None Detected Cellulose 85 Anthophyllite [White tape] Synthetics Chrysotile Other Fibrous Material 85 Others . Crocidolite Trem./Act. Nonfibrous Material 15 * Composite analysis (multilavered sample. see individual layer analyses). Analyst(s): �J_t_11'� David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 8 of 11 Sample No. [layer] Description Volume (%) Sample Date Nonasbestos Fibrous Material (%) Asbestos Minerals (%) Summary (%) 8-2* Composite (100%) 03/10/21 Fiberglass Cellulose 19 Amosite Anthophyllite Total Asbestos: I Trace <1% Drywall & joint compound [3 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material 19 Others . Crocidolite Trem./Act. Nonfibrous Material 80 8-2 [A Layer vol. = 86% 03/10/21 Fiberglass Cellulose 15 Amosite Anthophyllite Total Asbestos. None Detected [White drywall] Synthetics Chrysotile Other Fibrous Material 15 Others . Crocidolite Trem./Act. Nonfibrous Material 85 8 21B1 Layer vol. = 7% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. 2 [White joint compound] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 821C1 Layer vol. = 7% 03/10/21 Fiberglass Cellulose 85 Amosite Anthophyllite Total Asbestos: None Detected [White tape] Synthetics Chrysotile Other Fibrous Material 85 Others . Crocidolite Trem./Act. Nonfibrous Material 15 8-3 100% 03/10/21 Fiberglass Cellulose 15 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [off-white drywall, white joint compound or Synthetics Chrysotile Other Fibrous Material 15 texture and white paint] Others . Crocidolite Trem./Act. Nonfibrous Material 85 9-1 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Brown vinyl flooring [with colorless adhesive] over white FT/[off-white] Synthetics Chrysotile Other Fibrous Material mastic Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (mu�lti_lavveerred sample. see individual layer analyses). Analyst(s): "9'"""'" � David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 9 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 9-2 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Brown vinyl flooring [with colorless adhesive] over white FT/[off-white] Synthetics Chrysotile Other Fibrous Material mastic Others . Crocidolite Trem./Act. Nonfibrous Material 100 9-3 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Brown vinyl flooring [with colorless adhesive] over white FT/[off-white] Synthetics Chrysotile Other Fibrous Material mastic [and white paint] Others . Crocidolite Trem./Act. Nonfibrous Material 100 10-1 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Window glazing [gray with green, black and white materials] Synthetics Chrysotile Other Fibrous Material Trace <1% Non -asbestos unknown . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 10-2 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Window glazing [white with black material] Synthetics Chrysotile Other Fibrous Material 5 Wollastonite . 5 Crocidolite Trem./Act. Nonfibrous Material 95 10-3 100% 03/10/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Window glazing [gray with black and white materials] Synthetics Chrysotile Other Fibrous Material Trace <1% Non -asbestos unknown . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 * Composite analysis (multilay�ered sample, see individual layer analyses). n Analyst(s): d �J_4-lej� Completed: 03/18/2021 David A. Schroeder FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 10 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 11-1* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. 2 Cellulose Anthophyllite Window glazing [2 layers] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 11-1 !AI Layer vol. = 80% 03/10/21 Fiberglass Amosite Total Asbestos. 2 Cellulose Anthophyllite [Gray glazing] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 11-1 BI Layer vol. =20% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [White materials] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 11-2* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. Trace <1% Cellulose Anthophyllite Window glazing [2 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 11-2lAI Layer vol. 90% 03/10/21 Fiberglass Amosite Total Asbestos. Trace<1% Cellulose Anthophyllite [Gray glazing] Synthetics Chrysotile Trace <1% Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 99 —11-2"B Layer vol. = 10% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [Multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): 9re° � J�'�`' aiI David A. Schroeder Completed: 03/18/2021 FRS GEOTECH, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 126000 Project: 6655 West 26th Ave., Wheat Ridge, CO 80214 Page 11 of 11 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 11-3* Composite (100%) 03/10/21 Fiberglass Amosite Total Asbestos. 2 Cellulose Anthophyllite Window glazing [2 layers] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 11-3 !AI Layer vol. = 80% 03/10/21 Fiberglass Amosite Total Asbestos. 2 Cellulose Anthophyllite [Gray glazing] Synthetics Chrysotile 2 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 98 —11-3"B Layer vol. = 20% 03/10/21 Fiberglass Amosite Total Asbestos. None Detected Cellulose Anthophyllite [Black, gray and white materials] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): '(9z°° ��1�'`°e'-_ ` David A. Schroeder Completed: 03/18/2021 Client: S V nC��f �y lro ►�,RS GEOTECH, INC. Address: $p]]t CIIAI� Of CaStOdy ��— 1441 W. 46a' Ave., Suite 14 City: ` o !T'�-"� Denver, CO 80211-2338 State: (�_ Zip: Telephone:(_ (30377-2559 or (800)38(}3136 FA}{*:(� FAX: (303)477-2580 Person to Contact: Alternate Phone( D O •- Accept/ Sample Sample Reject Number Date O IO Z I time) Mold FRS Lab No.: I �� d� Page Job D�scriptioi�s I.;J e5T P.O. #: V Turnaround time ed: Rush_ 1 day_ 5 -day Other: _ Return Sampl *NOTE: Specifying a FAX number authorizes FRS Geotech, Inc. to FAX confidential reports to that number. Sample Description and Location of :err L� 2 time) Z. . 2. V " � 2. Send White and Yellow copies with samples (Yellow copy returned with Report). Keep copy for Client. Records. 1►� Client: S V � c i� � �V� � ��RS GEOTECH, INC. FRS Lab No.: � Z� ©�® Page�of Address: lob D ription: T Bulk Chsm of Custody City: 1441 W. 46'� Ave., Suite 14 p.0. #: State: Zip: Denver, CO 80211-2338 Turnaround time Telephone:(_ (30377-2559 or (800)3803136 Rush_ lay_ 5 -day .Other: FAX*:(_� FAX: (30377-2580 Return Samples Person to Contact: ,, e- eo ix.neto �m.com *NOTE: Specifying a FAX number Alternate Phone( o gbegtOg� MOId au�orizes FRS Geotech, Inc. to FAX /— confidential reports to that number. Accept/ Sample Sample Reject Number Date 2 Send White time Yellow copies C�mnlP T)Pcrtrintinn 2. _ (Yellow copy returned by datp, time)• 2 �� Report). Keep Pink copy for Client Records. FRS Geotech, Inc. 1441 W. 46th Ave, Ste. 14 Denver, CO 80211-2338 March 23, 2021 Mr. Scott Sanders Sunrise Environmental, Inc. P.O. Box 429 Black Hawk, CO 80422 Phone: (303) 477-2559 (800) 386-3136 FAX: (303) 477-2580 e-mail: frsgeo@ix.netcom.com Re: Project: 6655 W. 26th Ave., Wheat Ridge, CO 80214 [LN 126000 Point Counts] FRS Lab Number 201085 Dear Mr. Scott Sanders: The bulk samples submitted to FRS Geotech, Inc. have been analyzed by polarized light microscopy (PLM), the EPA -recommended method for detemunation of fibrous constituents in building materials. The percent of asbestos contained in the samples has been determined by point count methods. Results of these analyses are summarized in the enclosed table. This report relates only to the items received and tested by our laboratory. According to requirements set by the National Institute of Standards and Technology/NVLAP, this report must not be used by the client to claim certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. Also, NVLAP guidelines specify that this report should not be reproduced, except in full, without the written approval of FRS. A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Sincerely, J_t_"J� David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab 4102078-0 FRS GEOTECH, INC. Phone: (303) 477-2559 POINT COUNT RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, Co 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Project: 6655 W. 26th Ave., Wheat Ridge, CO 80214 [LN 126000 Point Counts] Lab No.: 201085 Page 1 of 1 Sample No. [layer] Sample Percentages Detected by Point Count Method Description Date Asbestos Minerals Summary 1-1 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. None Detected [Gray sandy plaster] [chrysotile observed but not counted] Chrysotile Crocidolite Trem./Act. Non -asbestos Material: 100.00 1-2 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. None Detected [Gray sandy base plaster] [chrysotile observed but not counted] Chrysotile Crocidolite Trem./Act. Non -asbestos Material: 100.00 1-3 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. 0.25 [Gray sandy plaster] Chrysotile 0.25 Crocidolite Trem./Act. Non -asbestos Material: 99.75 7-1 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. None Detected [White texture] [chrysotile observed but not counted] Chrysotile Crocidolite Trem./Act. Non -asbestos Material: 100.00 7-2 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. None Detected [White texture] [chrysotile observed but not coounted] Chrysotile Crocidolite Trem./Act. Non -asbestos Material: 100.00 7-3 [A] 03/10/21 Amosite Anthophyllite Total Asbestos. 0.25 [White texture] Chrysotile 0.25 Crocidolite Trem./Act. Non -asbestos Material: 99.75 Analyst(s): �� David A. Schroeder Completed: 03/23/2021 GEOTECH, INC. Bulk Chain of Custody 1441 W. 46a' Ave., Suite 14 Denver, CO 80211-2338 (30377-2559 or (800)386-3136 Person to Contact: Alternate Phone( � o •- Accept/ Sample Sample Reject Number Date 2. 1 �-a time) FAX: (303)477-2580 Turnaround time ed: Rush_ 1 -day_ 5 -day Other: Return Sampl netcom.com *NOTE: Specifying a FAX number MOId FRS Geotech, Inc. to FAX confidential reports to that number. Sample Description and Location �-e Send White and Yellow copies with samples (Y. 2. copy returned with Report). Keep Pink copy Client Records. 00 Client: r c itk stirs to MYT 4M GEOTECH, INC. Address:n � . Q ��'' rr Bulk Chain of Custody city: 1441 W. 4e Ave., Suite 14 State: Zip: Denver, CO 80211-2338 Telephone:(_ (303)477-2559 or (800)386-3136 FAX*:(_) FAX: (303)477-2580 Person to Contact: Alternate Phone( o , Accept/ Sample Sample Reject Number Date P.O. #: Turnaround time Rush_ 1 wday_5-&y Other: Return Samples *NOTE: Specifying a FAX number MMCI authorizes FRS Geotech, Inc. to FAX confidential reports to that number, Camnle neccrintinn of by 2 time): Send White and Yellow copies with samples (Yellow copy returned with Report). Keep Pink copy for Client Records. D APPENDIX B CERTIFICATIONS O I Aeelaim Environmenul Service; Ina In„eram.strategies I enema., sewtions CERMES THAT SCOTTD.SANDERS Has eueeeemf IV onnaraua TM EPA-APProaW AHEM Annual RerfreaM1er Counter lor INSPECTOR Tlis course a EPA¢galovN unMr Sri 205 W Ne Tom Corbal AC (TSCA) and moods Ne m a eman6 of CdomUo gdrylelian No. 8 greaseless 07mmm Catalog, N, At?"drWstR44 Experrearn Law, do CATIOLis a eR_.l Sys C 9 did 5i5 �J, .r f, on R z § r- Z O I Aeelaim Environmenul Service; Ina In„eram.strategies I enema., sewtions CERMES THAT SCOTTD.SANDERS Has eueeeemf IV onnaraua TM EPA-APProaW AHEM Annual RerfreaM1er Counter lor INSPECTOR Tlis course a EPA¢galovN unMr Sri 205 W Ne Tom Corbal AC (TSCA) and moods Ne m a eman6 of CdomUo gdrylelian No. 8 greaseless 07mmm Catalog, N, At?"drWstR44 Experrearn Law, do CATIOLis OP'Cp rti h w f� # w �` l8�6 # �.O101'dLiO Deyarntaeni OF 1�11li11C F%djt�l and F��vimntllent ASBESTOS CONSULTING FIRM Tl'iis certi$es that Sunrise Environmental, Inc. Registration No.c ACF - 14909 has met the registration requirements of 25-7-507, C.R_S. and the Air Quality Control Commission Regulation No. 8, Part R, and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8, Part 73, in the state of Colorado. Issued: January 07, 2021 Expires: January 30, 2022 num«`z v wrco aEyarasaneawe SFilL From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Tuesday, April 20, 20217:11:57 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 6655 W 26th Ave Property Owner Name Ben and Brooke White Property Owner Phone 720-971-7412 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email brookewhite202@gmail.com Address Attach City of Wheat Electronic Payment Form - Word.docx Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Kellmar Construction, LLC What is your role in the General Contractor project? Wheat Ridge 090400 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-309-3964 (enter WITH dashes, eg 303-123-4567) Contact Email Address kellyknoedler@kellmar.com for Plan Review Comments Retype Contractor Email Address kellyknoedler@kellmar.com DESCRIPTION OF WORK Detailed Scope of Remodel first floor, New plumbing and electrical fixtures, Work - In the space cabinets, flooring, windows, exterior deck roof, new steel siding, below (not as an added insulation, new dining room ceiling, New first floor attachment), Provide a bathroom detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work living room, dining room, kitchen, family room, laundry, entrance, exterior siding, deck roof Square Footage Area 1742 of Work Being Performed Asbestos Report SE121-PO43 6655 W 26th Ave Wheat Ridae M.odf Upload letter size Fleld not completed. documents here Construction Plans White 20210111 Arch Stamped ndf scanned on 11'x17" or larger Project Value (contract 310,000 Valuation okay 5/11/21 value or cost of ALL 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 kelly knoedler 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. E a �a£ 9 9 � NHITE RE51DENCE RENOVATIONS $W 6655 W 26TH AVE m l41' n( r44 WHEATRIDGE COLORADO PROVE(2,�d�e 7 APPROVED kap a;ce,r •urcan�.campiuori. kirkmoney 05/11/2021 ' Digitally igned by Craig 13019DN Dem mo COL n C=u s, OF O Craig A. DemmonE=craia w.nµf.nJwNf M+�+er}5,>'w.wwh(�6wYmb CN- deeq� o A.Common Q A. O Date 20 Date CRAIG 1 os OrpEMMON 'm P•^wrVa�m_�'ruaarv�rd..�...o..[i.4__y 1]:56:240]'00' .�obauiM1r'p.WafNM 6tYMwlYtsfL 3p4553 `c CODE SUMMARY: PROJECT TEAM: 0 APPLICABLE CODES' FIRE ALARM & DETECTION' OWNER Q COPYRIGHT Nonce This document and the ideas 2018 IRC (RESIDENTIAL) YES - INTERCONNECTED RESIDENTIAL SMOKE DETECTORS BROOKE & BEN WHITE 2018 IMC (MECHANICAL) 6655 W 26TH AVE. and designs incorporated harem are given in IPC (PLUMBING) SPRINKLER SYSTEM' NO WHEATRIDGE, CO 80214 con2018 reedent with shall be used DESIGnly N STUnt DIOS agreement with DEMMON DESIGN STUDIOS. me No 2018 IFGC (FUEL & GAS) (720) 971-7412 TELE other use dissemination or duplication may be made 2018 IECC (ENERGY) TYPES OF CONSTRUCTION' CONTACT: BROOKE WHITE without pnor written consent of DEMMON DESIGN 2018 ICF (FIRE) STRUCTURAL FRAME (PRIMARY) 0 STUDIOS. All common law rights of copyright hereby specifically reserved are 2020 NATIONAL ELECTRICAL CODE BEARING WALL - EXTERIOR, 5 < X < 111 1, 0 IF X <11I CONTRACTOR BEARING WALL - INTERIOR 0 TBD CONSTRUCTION TYPE' NONBEARING WALL - EXTERIOR 1, 0 IF X <11I xx TYPE V-B PARTITIONS - PERMANENT 0 xx, CO OCCUPANCY CLASSIFICATION: SHAFT ENCLOSURES 0 (720) xx TELE R: SINGLE FAMILY FLOORS AND SECONDARY MEMBERS 0 CONTACT: BUILDING HEIGHT AND STORIES: ROOF AND SECONDARY MEMBERS 0 EXISTING = <14'-0", 1 STORY MAXIMUM AREA OF EXTERIOR WALL OPENINGS 10% AT 5'-0" < X < 10'-0" ARCHITECT ALLOWABLE = 3112.5 STORY EXIT CORRIDORS NA DEMMON DESIGN STUDIOS, INC. STAIRWAY ENCLOSURE NA 999 VALLEJO STREET, SUITE 1A GROSS AREAS' DENVER, COLORADO 80204 (E) BASEMENT 0 GSF CLIMATE ZONE 515 PRESCRIPTIVE SPECIFIC INSULATION REQUIREMENTS' (303) 3943355 "1 TELE (E) LEVEL 1 1,742 GSF FENESTRATION U-FACTOR U-0.32 CONTACT: CRAIG DEMMON (E) LEVEL 2 802 GSF SKYLIGHT U-FACTOR U-0.55 ADDITIONS 0 GSF GLAZED FENESTRATION SHGC NR STRUCTURAL ENGINEER CEILING R-49 MOUNTAIN STATES STRUCTURAL EXISTING TOTAL BUILDING 2,544 GSF WOOD FRAME WALLS, ABOVE GRADE R-20 OR R-13 + R-5CI 800 WEST 8TH AVENUE, SUITE 108 MASS WALL R-131 R-17 DENVER, CO 80204 FLOOR R30 OR FULL CAVITY R-19 MINIMUM (303) 918-0956 TELE N r BASEMENT WALL R-15 CONTINUOUS, R-19 CAVITY CONTACT: ALAN STEPNESKI ^ W SLAB ON GRADE FLOORS - UNHEATED R-10, 2'-0" 0 y CRAWL SPACE WALL R-15 CONTINUOUS, R-19 CAVITY > 1 a O O ' r W N > 0 O - Z H N �i ZONING SUMMARY: DRAWING INDEX: Label Title GO PROJECT INFORMATION. REVISIONS: ZONE DISTRICT: R-1 SITING -SETBACKS o RESIDENTIAL 1 FRONT SETBACK 30' # DESCRIPTION DATE A01 DEMO PLANS 8000 SF MINIMUM LOT SIZE SIDE STREET SETBACK 15' Al LOWER LEVEL A2 UPPER LEVEL 80' MINIMUM LOT WIDTH REAR 15' MAXIMUM BUILDING HEIGHT: A3 ENLARGED KITCHEN PLAN ALLOWABLE = 35-1 SITING - BUILDING COVERAGE A4 ENLARGED PLANS A5 LODGE PLAN & ELEVATIONS MAXIMUM, INCLUDING ACCESSORY STRUCTURES 25% A6 EXTERIOR ELEVATIONS e SITING -ZONE LOT: ACCESSORY BLDG LARGE + 1000 SF Al BUILDING & WALL SECTIONS r ZONE LOT SIZE (MIN) 12,500 SF ACCESSORY BLDG SMALL + 200 SF SO STRUCTURAL NOTES ZONE LOT WIDTH (MIN) 100' 51 STRUCTURAL PLANS o ® MAXIMUM BUILDING COVERAGE 25% TOTAL ZONE LOT AREA 0.68 ACRE MP1 MEGH/ PLMBG LAYOUT PLAN DRAWN BY: DWELLING UNITS PER STRUCTURE 1 29,621 SF E1 ELECTRICAL LAYOUT PLAN CAD 1 1 \\ ` LOT COVERAGE RESIDENTIAL STRUCTURE 2,544 SF COVERED PATIO 345 SF \ w TOTAL 2,889 SF DATE: 2020-01-11 PHASE: c0 .� / MAXIMUM COVERAGE = 25% OF 29,621 SF = 7,405 SF ACTUAL COVERAGE = 2,889 SF = 9.75 % JOB NUMBER: 1933 DRAWING TITLE: PROJECT INFORMATION. RENOVATION OVERVIEW DRAWING NUMBER GO 93]/16"—____-3'_6"—____—EG .933/4"---->d CUT HOLE IN MASONRY WALL FOR FIREPLACE. COOR. ROW/ FP MFG. LODGE REMOVE BATHROOM WALLS & FIXTURES IN THEIR ENTIRETY. SAWCUT & REMOVE PORTION F-�- - - - - - - - - OF CONCRETE FLOOR. BATH k— — —s-61rz 31 r--i- �99'-51/4" i i ----� i 0 1f,4 Existing Patio for Removal and Replacement REMOVE & REPLACE COLUMNS PORCH REMOVE TRANSLUCENT PANEL ROOF AND FRAMING ABOVE. REMOVE AND REPLACE CONCRETE PATIO. ---------- A F —3'-6" — 3� — — —6-11/4"— — — REMOVE AND REPLACE CEILING AND SOFFIT COVERINGS — — — — F- -1 REMOVE PORTION OF ENTI RELY TO REVI EW DUCT AND ELECTRI CAL ROUTI NO. r MASONRY BEARING WALL. KITCHEN L L RE; STRUCTURAL FOR REMOVE PORTION OF LINTEL. UP MASONRY BEARING WALL. REMOVE WATER HEATER RE; STRUCTURAL FOR REMOVE 46WWOF UTIL. REMOVE MECHANICAL RM LINTEL. WALLS & DOOR IN THEIR MASONRY FEARING WALL. f - ,. ENTIRETY.q DINING RE; STRUCIoURA'L3FOR i L LINTEL. REMOVE 2 x 4 CEILING FRAMING, BOTH ROOM REMOVE MASONRY BEARING WALL CORNER IE—4'-61( TO CORNER. RE; - - REMOVE WALLS STRUCTURAL FOR LINTEL. L JL - - - & DOOR REMOVE FIREPLACE AND BLOCKED FLUE REMOVE MASONRY LIVING BEARING WALL ENTIRE x 98'-7 1/2" LENGTH. RE; �- - STRUCTURAL -FOR BE -ANF - - OFFICE & FAMILY 1 1st Floor DEMO PLAN 1/4 in=1ft DEMOLITION GENERAL NOTES: 1. REMOVE ALL FLOOR COVERINGS AT LEVEL ONE. 2. REMOVEALL KITCHEN FIXTURES IN THEIR ENTIRETY. 3. REFERENCE DOORAND WINDOW SCHEDULE FOR OPENING DEMOLITION SCOPE. 4. THE EXISTING'CLICK STYLE FLOORING THROUGHOUT LEVEL ONE SHALL BE CAREFULLY REMOVED, STACKED AND RETURNED TO THE OWNER. E EG. —11< 3'-61/16"—>41 —4 4 — 31E3'-61/16" 4-- —EG. — � CUT HOLE IN WOOD GABL WALL FOR WINDOWS 2nd Floor DEMO PLAN 1/4 in=1ft O O! O =g �g gg E m 15 '8a€ Ey« s_E a N o QOF COto�\ tie CMIG A. O m GEMMON 308553 �U D COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only pungent to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE co JOB NUMBER: 1933 DRAWING TITLE: DEMO PLANS DRAWING NUMBER: ADI 70 N � 000 N Q O C 2 0 W N > 0 O Z LLI Uj REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE co JOB NUMBER: 1933 DRAWING TITLE: DEMO PLANS DRAWING NUMBER: ADI 1 - LOWER LEVEL GON5TRUGTION PLAN 1/4 in=1ft CONSTRUCTION NOTE SCHEDULE 2D SYMBOL TEXT O1 PATCH STUCCO TO (E) �2 INFILL WALL. FINISH TO MATCH (E) �3 REPLACE/REPAIR (E) STAIRS ® B ® ALL FIXTURES: REPLACE HOT & COLD WATER LINES AND SHUTOFF VALVES. O SPRAY FOAM, CLOSED CELL, (E) EXTERIOR WALL CAVITY GENERAL CONSTRUCTION NOTES: 1. ALL DIMENSIONS ARE TO FACE OF EXISTING WALLSAND/OR FACE OF NEW FRAMING. 2. ALL WINDOWS AND DOORS ARE EXISTING UNLESS LABELED. WALL SCHEDULE 2D SYMBOL WALL TYPES COMMENTS SIZE BRICK -MASS, NEW INTERIOR WIDTH HEIGHT DESCRIPTION SIDING-6/13RICK-MASS, NEW INTERIOR FLY NUMBER EGRESS BRICK -MASS 1 1 CEILING BRICK -MASS INTERIOR ROOM NAME INTERIO WALL COVERINGS CMU -MASS INTERIOR FLOOR FINISH CEILING FINISH INTERIOR -4 W02 a R SO FT INTERIOR -4 NEW 12"X20" 12" 20" INTERIOR -5 ® W02 INTERIOR -6 NEW 5 1/2" STUDS W/ 1/2" GYP EA SIDE 1 INTERIOR -8 11211 1 INTERIOR -8 NEW STUD WIDTH TO MATCH (E) 1/2" GYP EA SIDE CC -20 DECORATOR'S WHITE CHARCOAL TAILORED LEDGESTONE, - ROOM DIVIDER N/A W04 SIDING -4 NEW VERTICAL METAL SIDING AND AIR BARRIER ON E WOOD FRAME ® COLOR -WHITE, FRAMING FIRSTUD ® SIDING -6 FIXED GLASS -CT SIDING -6, METAL NEW VERTICAL METAL SIDING AND AIR BARRIER ON E WOOD FRAME ® 16 OC SHEETROCK 1 SIDING-6/13RICK-MASS 31040 46"X48" OFFICE & WALLBOARD DOUBLE CASEMENT-LITURHR MOTTLED LEATHER WALL -STONE STONE VENEER HEARTH, WOOD FRAME INTERIOR, CONC. FRAME EXTERIOR ROOM FINISH SCHEDULE NUMBER FLY AREA, SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTION COMMENTS FLY NUMBER EGRESS W01 1 1 CEILING FLOOR ROOM NAME INTERIO WALL COVERINGS WALL MATERIAL FLOOR FINISH CEILING FINISH HEIGHT W02 1 R SO FT 1018 12"X20" 12" 20" LOUVERED 1 W02 �aUj CC -20 DECORATOR'S WHITE, 1 1 11211 1 LODGE 389 CC -20 DECORATOR'S WHITE CHARCOAL TAILORED LEDGESTONE, FARMHOUSE SD14 REDWOOD N/A W04 2 1 1616 COLOR -WHITE, FRAMING FIRSTUD 18" 18" FIXED GLASS -CT 2 W04 16 OC SHEETROCK 1 1 31040 46"X48" OFFICE & 48" DOUBLE CASEMENT-LITURHR MOTTLED LEATHER W05 801/2 1 FAMILV 260 3233 COLOR - WHITE, SHEETROCK STAINED CONCRETE CC -20 DECORATOR'S WHITE 84" 1 W06 CC -10 ULTRA WHITE, COLOR -WHITE 1 1 671/2" 1 KITCHEN 135 FIXED GLASS FARMHOUSE SD14 CC -20 DECORATOR'S WHITE 981/2, W08 1 1 3940 TEXTURED PLASTER WHITE 45" 48" 1021/4" 1 LIVING 235 COLOR -WHITE, SHEETROCK FARMHOUSE SD14 CC -20 DECORATOR'S WHITE 981,/2 481/2"X48" 481/2" 48" DOUBLE CASEMENT-LITURHR 1 W09 1 UTIL. 10 4740 SHEETROCK MOTTLED LEATHER SHEETROCK 1/2 84" 1 WHO W11 STAINED CONCRETE 1 4832 56"X38" 56" 38" TRIPLE CASEMENT-LITURHR BACKERBOARD, COLOR -WHITE, NERO MODERN LINER W11 1 BATH 45 4840 56"X48" 56" CC -10 ULTRA WHITE 1023/4" 1 W12 SHEETROCK P406 1 5540 651/8"X48" 651/8" 48" DOUBLE CASEMENT-LITURHR CC -20 DECORATOR'S WHITE, COLOR- MOTTLED LEATHER W13 1 LAUNDRY 156 6244 WHITE, SHEETROCK STAINEDCONCRETE CC -20 DECORATOR'S WHITE 84" 1 DINING 224 CC -20 DECORATOR'S WHITE, FARMHOUSE SD14 CC -20 DECORATOR'S WHITE 108" 36"X18" 36" 18" FIXED GLASS TEXTURED PLASTER WHITE 1 W15 W16 1 2 2116 EXTERIORWALL MATERIALS MOTTLED LEATHER 18" FIXED GLASS 1 PORCH 260 W17 STAINED CONCRETE FIR(W) N/A TOTALS. 36" 1714 FIXED GLASS 2 W17 FINISH NOTFS 1. WOOD FLOORS: FLOR & DECOR, WOODLAND RESERVE EUROPEAN OAK RUSTIC DISTRESSED ENGINEERED HARDWOOD. PROVIDE MFG. REQUIRED UNDERLAYMENT. FLOOR HEAT COMPATIBLE UNDERLAYMENT ROD IN THE LODGE. 2. TILE 1 - 12 X 24 PORCELAIN PROVIDED BY THE OWNER. 3. TILE 2- 12 X 24 FLOR & DECOR, VIVIANO THASSOS SELECT, POLISHED MARBLE #100417328 4. TILE 3- FLOR & DECOR, METALLIC BASALT LIMESTONE MIX MOSAIC #100470111 5. TILE 4- TILE SHOP, 494493 UROKU 15CM WINDOW SCHEDULE NUMBER FLY FLOOR SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTION COMMENTS FLY NUMBER EGRESS W01 1 1 0868 8"X80" 8" 80" FIXED GLASS 1 W01 N W02 1 1 1018 12"X20" 12" 20" LOUVERED 1 W02 �aUj W03 1 1 11211 131/4"X343/4" 131/4" 343/4" FIXED GLASS 1 W03 W04 2 1 1616 18"X18" 18" 18" FIXED GLASS -CT 2 W04 W05 1 1 31040 46"X48" 46" 48" DOUBLE CASEMENT-LITURHR 1 W05 W06 1 1 3233 371/2"X391/16" 371/2" 391/16" FIXED GLASS 1 W06 W07 1 1 3319 39"X21" 39 " 21 " FIXED GLASS 1 W07 W08 1 1 3940 45"X48" 45" 48" DOUBLE CASEMENT-LITURHR 1 W08 W09 1 1 4140 481/2"X48" 481/2" 48" DOUBLE CASEMENT-LITURHR 1 W09 WHO 1 1 4740 541/2"X48" 541/2" 48" DOUBLE CASEMENT-LITURHR 1 WHO W11 1 1 4832 56"X38" 56" 38" TRIPLE CASEMENT-LITURHR 1 W11 W12 1 1 4840 56"X48" 56" 48" TRIPLE CASEMENT-LITURHR 1 W12 W13 1 1 5540 651/8"X48" 651/8" 48" DOUBLE CASEMENT-LITURHR 1 W13 W14 1 1 6244 731/2"X52" 731/2" 52" TRIPLE CASEMENT-LITURHR 1 W14 W15 1 1 3016 36"X18" 36" 18" FIXED GLASS 1 W15 W16 1 2 2116 25"X18" 25" 18" FIXED GLASS 1 W16 W17 2 2 3030 36"X36" 36" 36" FIXED GLASS 2 W17 W18 1 2 3036 36"X417/8" 36" 417/8" DOUBLE CASEMENT-LITURHR 1 W18 YB W19 1 2 4421 52"X25" 52" 25" SINGLE AWNING 1 W19 W20 1 2 4431 52"X361/2" 52" 361/2" SINGLE AWNING 1 W20 Y. W21 1 2 4832 56"X38" 56" 38" TRIPLE CASEMENT-LHL/RHR 1 W21 W22 1 2 58210 67 5/8"X34" 67 5/8 " 34 " FIXED GLASS 1 W22 W23 1 2 58210 68"X34" 68 " 34 " FIXED GLASS 1 W23 RASIS OF OFSIGN ANDERSEN 'FIBREX' REPLACEMENT WINDOWS BLACK INTERIOR BLACK EXTERIOR GLASS: LOW -E4, NORTH & EAST FACADES LOW-E4'SMARTSUN' SOUTH & WEST FACADES �oF cia(o,�� tie C A O 0) OEM ON * 304553 �V `,cF4'SED ARCA/ COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. ppeottgye_ �eu c v, c 0 U REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE c0 JOB NUMBER: 1933 DRAWING TITLE: LOWER LEVEL DRAWING NUMBER: Al III r �N � 00 N a0Z W N > 0 — O Z �aUj REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE c0 JOB NUMBER: 1933 DRAWING TITLE: LOWER LEVEL DRAWING NUMBER: Al C/L W1]-3030 W1]-3030 1 - UPPER LEVEL GON5TRUGTION PLAN 1/4 in=1ft CONSTRUCTION NOTE SCHEDULE 2D SYMBOL TEXT O1 PATCH STUCCO TO (E) �2 INFILL WALL. FINISH TO MATCH (E) �3 REPLACE/REPAIR (E) STAIRS ® B ® ALL FIXTURES: REPLACE HOT & COLD WATER LINES AND SHUTOFF VALVES. O SPRAY FOAM, CLOSED CELL, (E) EXTERIOR WALL CAVITY GENERAL CONSTRUCTION NOTES: 1. ALL DIMENSIONS ARE TO FACE OF EXISTING WALLSAND/OR FACE OF NEW FRAMING. 2. ALL WINDOWS AND DOORS ARE EXISTING UNLESS LABELED. 4. I ILE 3- F LUK & BLOCK, ME IALLIU BASAL l LIMES I UNE MIX MUSAIU 41 UU4/U111 5. TILE 4- TILE SHOP, 494493 UROKU 15CM ROOM FINISH SCHEDULE FLOOR ROOM NAME AREA, INTERIO R SO FT WALL COVERINGS FLOOR FINISH CEILING FINISH CEILING HEIGHT 2 HALL 39 NUMBER FARMHOUSE SD14 SHEETROCK 1/2 90" 2 BATH 2 32 CC 20 DECORATOR'S WHITE 80" CC 20 DECORATOR'S WHITE 90" 2 BEDROOM 1 153 W02 FARMHOUSE SD14 SHEETROCK 1/2" 90" 2 BEDROOM 2 134 LOUVERED FARMHOUSE SD14 SHEETROCK 1/2" 90" 2 CLOSET 19 1 FARMHOUSE SD14 SHEETROCK 1/2 90" 2 MASTER BDRM 165 1 FARMHOUSE SD14 SHEETROCK 1/2 9]1/2" 2 CLST H 5 18"X18" FARMHOUSE SD14 SHEETROCK 1/2" 90" 2 M BATH 18 W05 SHEETROCK 1/2" 97 1/2" 2 CLOSET 3 11 48" FARMHOUSE SD14 SHEETROCK 1/2" 97 1/2" 2 CLOSET 4 12 1 FARMHOUSE SD14 SHEETROCK 1/2" 97 1/2" TOTALS. 391/16" 588 1 W06 WINDOW SCHEDULE NUMBER FLY FLOOR SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTION COMMENTS FLY NUMBER EGRESS W01 1 1 0868 8"X80" 8" 80" FIXED GLASS 1 W01 N W02 1 1 1018 12"X20" 12" 20" LOUVERED 1 W02 W03 1 1 11211 131/4"X343/4" 131/4" 343/4" FIXED GLASS 1 W03 W04 2 1 1616 18"X18" 18" 18" FIXED GLASS -CT 2 W04 W05 1 1 31040 46"X48" 46" 48" DOUBLE CASEMENT-LHL/RHP 1 W05 W06 1 1 3233 3]1/2"X391/16" 3]1/2" 391/16" FIXED GI 1 W06 W07 1 1 3319 39"X21" 39" 21" FIXED GLASS 1 W07 W08 1 1 3940 45"X48" 45" 48" DOUBLE CASEMENT-LHL/RHP 1 W08 W09 1 1 4140 481/2"X48" 481/2" 48" DOUBLE CASEMENT-LHL/RHP 1 W09 W10 1 1 4740 541/2"X48" 541/2" 48" DOUBLE CASEMENT-LHL/RHP 1 W10 W11 1 1 4832 56"X38" 56" 38" TRIPLE CASEMENT-LHL/PHP 1 W11 W12 1 1 4840 56"X48" 56" 48" TRIPLE CASEMENT-LHL/PHP 1 W12 W13 1 1 5540 651/8"X48" 651/8" 48" DOUBLE CASEMENT-LHL/RHP 1 W13 W14 1 1 6244 ]31/2"X52" ]31/2" 52" TRIPLE CASEMENT-1HI1 W14 W15 1 1 3016 36"X18" 36" 18" FIXED GLASS 1 W15 W16 1 2 2116 25"X18" 25" 18" FIXED GLASS 1 W16 W17 2 2 3030 36"X36" 36" 36" FIXED GLASS 2 W17 W18 1 2 3036 36"X41]/8" 36" 41]/8" DOUBLE CASEMENT-LHL/RHP 1 W18 W19 1 2 4421 52"X25" 52" 25" SINGLE AWNING 1 W19 W20 1 2 4431 52"X361/2" 52" 361/2" SINGLE AWNING 1 W20 W21 1 2 4832 56"X38" 56" 38" TRIPLE CASEMENT-LHL/RHP 1 W21 W22 1 2 58210 6]5/8"X34" 6]5/8" 34" FIXED GI 1 W22 W23 1 2 58210 68"X34" 68" 34" FIXED GLASS 1 W23 BASIS OF DESIGN' ANDERSEN'FIBREX' REPLACEMENT WINDOWS BLACK INTERIOR BLACK EXTERIOR GLASS. LOW -E4, NORTH & EAST FACADES LOW-E4'SMARTSUN' SOUTH & WEST FACADES aCot �� V Ggp,IG A� O rn DEMMON 304553 U CF1 D COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. ppeottgye_ v °u G Ul G O U REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: c0 JOB NUMBER: 1933 DRAWING TITLE: UPPER LEVEL DRAWING NUMBER: A2 III 70 �N 00 � N a0Z 0 W im2 N > 3 0 O Z REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: c0 JOB NUMBER: 1933 DRAWING TITLE: UPPER LEVEL DRAWING NUMBER: A2 y W10-4740 N 0 \ 6'-0" 2 - BAER, WE5T 1 X 1 CORNER TRIM ENTIRE LENGTH OF SOFFIT. COLOR TO MATCH CABINETS N 3/4" X 3/4" CROWN MOLD TO MATCH CABINETS � 1 1/2" ELM SLAB BY OTHER BACKSPLASH. TILE -4 o II A11 r� D BRACKETS (3) LIVE EDGE ELM SLAB BY OTHER FIXED PANELS CORNERPOST 3/4" X 3/4" CROWN MOLD TO MATCH CABINETS 1 - ENARGED KITCHEN PLAN 1/2 in=1ft N CL CL �� 0'• 2'-0" 2'-0" N N 1 1 o (V O '4 FH824 p (V 0'_1 �2'-0" �2'-0" / 2'-0" \I 3 -BAER, EA5T WOOD SHROUD TO MATCH CABINETS, AROUND EXHAUST HOOD 1' 2-0" I REFERENCE SHT MP1 FOR FIXTURES AND APPLIANCE SCHEDULE. 3/4" X 3/4" CROWN MOLD TO MATCH CABIN 01-0" 1 X 1 CORNER U-0 3/4" 11 zz� 4'-5 1/2" - O W2418R CO W12,515H I/III W24� i W1236F; 3D ELEVATION 7 OTY WIDTH MERA CA�� VIEW rrr�i' FLOATING ELM SHELF BY OTHER 0'-0 3/4" FULL HT END PANEL 6'-3 3/8" �oco 3'-0„� " 2'-6" 2 -0 4 - 5OUTH 10'-10 3/8" 5 -NORTH 6-9 7/8" KITCHEN CABINET SCHEDULE 3D ELEVATION LABEL OTY WIDTH DEPTH HEIGHT ACCESSORIES DESCRIPTION WWflB35 DESCRIPTION 1 341/2' 24' 36 24' BASE CABINET C04-SB36 1 36' 24' 36' RA.S 5349-1527DM-2 TRASH/RECYCLE APRON SINK BASE CABINET 0 3DB36 1 36' 24' 36' 24' BASE CABINET PER lDB12 1 12' 24' 36' RA.S 443-BCBBSC-8C SPICE RACK BASE CABINET eB15 0 1 15' 24' 36' 24' BASE CABINET I� B24R 1 24' 24' 36' (4)597-18-52 DIVIDERS BASE CABINET I� ® � B36 2 36 24 36 4FSC NIZER EAST4WDB -18SC7 EAST: ORGANIZER BASE CABINET DRAWERS(2) B78R 1 18' 24' 36' CLOSED TOE, RIGHT END BASE CABINET W4536 1 45' 12' 36' WALL CABINET W123GR 2 12' 12' 36' WALL CABINET W2418 1 24' 12' 18' WALL CABINET 0� W2418R 1 24' 12' 18' WALL CABINET DINING ROOM CABINET SCHEDULE 3D ELEVATION LABEL OTY WIDTH DEPTH HEIGHT ACCESSORIES DESCRIPTION O ® 4DB18 1 18' 24' 36' BASE CABINET END 8 BACK PANELS I� B24R 3 24' 24' 36' PER BASE CABINET ELEVATION DRWGS I�FHB24R 1 24' 24' 36' NO TOE KICK BASE CABINET CABINET GENERAL NOTES: MFG: THARP (BASIS OF DESIGN AND MINIMUM QUALITY) 1. DOOR STYLE - MONTROSE 2. DRAWERS - SOLD MAPLE DOVETAIL CONST., UNDERMOUNT FULL EXTENSION &SOFT CLOSE 3. THREE PAINTED COLORS PER DRAWINGS, CUSTOM BLUE (SIMILAR TO HALE NAVY), WHITE & EXTRA WHITE. 4. PULLS: MFG - TOP KNOBS, TK 907BLK LYNWOOD 7 9/16" 5. ALL COUNTER TOPS ARE CAESAR STONE, 'FROSTY CARRINA', SQUARE EDGES, U.N.O. F 0'O �8�ggE %F COLO W tiQ CRAIG A. 00 �MMON 1n * 3 55 0 io ED GO 0 Q COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumant to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. 6m 4��bppeouq.e_ G G O III 70 ., N � 00 N Z 2 v O w W N 00 (Dili(a� �1I # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE co JOB NUMBER: 1933 DRAWING TITLE: ENLARGED KITCHEN PLAN DRAWING NUMBER: A3 0'-2" 0'-2" 4'-2" 2'-0" 2'-0" 2'-0" N - I (i 0 Cfl W2415 W2415 W2415 O O d l I I O I I I 1 I I I I N I — ti N COAT HOOKS TYR O I 04 0 3 CM QUARTZ TO MATCH KITCHEN 6 CM EDGE QUARTZ SEAT !� N B251242 0 1 DB1 DB2�5121 E B482018 1 DB 10242 8 IL M L4 4 2'-0" 2'-0"4'-0" OPEN 2'-0" 0'-2" 0'-2 1/16" 0'-2" 4/ A4 1/2 in = 1 ft PLAM DESK TOP AND BACKSPLASH t DB1530 I`u '-9" KNEE SPAC 3/ A4 1/2 in = 1 ft 2'-0" CTR N I 04 0 I N 18'-11 1/2" 2'-3" 2'-3" 2'-3" 2'-3" 3'-11 1/2" +/- W2724L W2724L W2724R ; W2724R DOOR SLIDES I I I BEHIND CABINETS 0'-111 11_ II _ — T CV 4- r I 0 W 11-4832 2'-0" - W 14-6244 \ N N N -1 3668 i m cY) 0 04 0 C —I DB3631 N - O -1 3-61531 3-61530 N - N 1 3'-0" 2'-0" '-311 01_711 2'-0" 4'-7 1/2 1 1_ 11 0'-2 1/2" 5/ A4 1/2 in = 1 ft LAUNDRY CABINET SCHEDULE 3D ELEVATION LABEL QTY WIDTH DEPTH HEIGHT COMMENTS DESCRIPTION 1 DB242018 2DB2431 1 24 " 24" 30 1/2 " BASE CABINET BASE CABINET D ❑ 3-61530 1 15 " 24" 30" N BASE CABINET 0 B1542R 1 15 " 24" 42" CLOSED TOE, EACH SIDE BASE CABINET BASE CABINET 63942 1 39 24 42 CLOSED TOE EACH SIDE BASE CABINET BASE CABINET 0 3DB1531 1 15 " 24" 30 1/2 " D W2724L 2 27 " 12" 24" 42" WALL CABINET D W2724R 2 27 " 12" 24" 18" WALL CABINET BASE CABINET U361884 1 36 " 18" 84" STORAGE RACK- INSIDE FACE OF UPPER DOOR, (2) INTERIOR DRAWERS - LOWER SECTION UTILITY CABINET U361884 1 36 " 18" 84" STORAGE RACK - INSIDE FACE OF DOORS UTILITY CABINET 4/ A4 1/2 in = 1 ft OFFICE CABINET SCHEDULE 3D ELEVATION LABEL QTY WIDTH DEPTH HEIGHT COMMENTS DESCRIPTION „ 1 DB242018 1 24" 20" 18" Q BASE CABINET Z = 1 DB251218 1 25 " 12" 18" N BASE CABINET > 300 2DB3631 1 36 " 24" 30 1/2 " BASE CABINET 0 0 1-1 3DB1530 1 15 " 24" 30" BASE CABINET 0 3DB1531 1 15 " 24" 30 1/2 " BASE CABINET B251242 1 25 " 12" 42" BASE CABINET B482018 1 48 20" 18" OPEN TO FLOOR CLOSED TOE EACH SIDE BASE CABINET �0 0� W2415 3 24 " 12" 15" WALL CABINET ow 3668 CC _I C 3'-11 1/2" +/- 3'-0" 3'-0" 2/ A4 1/2 in = 1 ft W2724L W2724L W2724R W2724R B3942 A14 N A13 „ B1542 R A02 1V7 �A* LAUNDRY DB1530 2DB2431 2 W2415 W2415 1218 B482018 W2415 1 DB242018 All o ' (E) CRAWL j AAS SPACE ACCESS 98W 1/2" U361884 31 U � UTI L. C C N G _W G E 'N 15 3 W N M a� CD C a: a L) ❑a¢ OF COLO CftgIG A �O Co ; MM0N * ami co ,ell 3p4553 G �NSED co 42 0 0— COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only puruant to the agreement with DEM MON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. \eS p bbott A,, _ Ura` cd�Ps CAA 'I" / REVISIONS: # DESCRIPTION DATE 00 =_ ❑ OFFICE & FAMILY o 0 M 6 5 II DRAWN BY: CAD DATE: 2020-01-11 3DB1530 2DB3631 �' PHASE: CD JOB NUMBER: 1933 DRAWING TITLE: W11-4832 vjl(3 ENLARGED PLANS 1 - ENLARGED PLAN 1/2 in = 1 ft DRAWING NUMBER: A4 qq r N „ � co H Q O Z = v O W N Q > 300 �z �QoWc c� _ 3 'I" / REVISIONS: # DESCRIPTION DATE 00 =_ ❑ OFFICE & FAMILY o 0 M 6 5 II DRAWN BY: CAD DATE: 2020-01-11 3DB1530 2DB3631 �' PHASE: CD JOB NUMBER: 1933 DRAWING TITLE: W11-4832 vjl(3 ENLARGED PLANS 1 - ENLARGED PLAN 1/2 in = 1 ft DRAWING NUMBER: A4 I ILL G, /"SLI VIV VVI I I I � I VV�IAV I LV VI\ 3 -Bath blest 1/2 in = 1 ft 4 - Bath South 1/2 in = 1 ft 2 - LODGE - NORTH 1/2 in=1ft RECESSED TILE SHELF TILE 2 TILE 3 cY) cY) LO LO Eo Eo TILE 2 WAINS� v I vIv I IVvr\ I I I VV/""LL 5- Bath East 1/2 in = 1 ft CEDAR SLAB TO MATCH (E) CLG BEAMS WOOD BEAM MANTEL BY OTHER. CONTRACTOR TO PROVIDE 2X 6 X CONT. BLOCKING BEHIND. ROCK RIDGE NIAGRA SPLITFACE QUARTZITE PANELLEDGER t COLORADO BASALT, HONED FINISH SLAB 2" CEDAR SHELF ON 1"X6" SUPPORT i' 00 1 E19 (3) COAT HOOKS 1'-9 1/2" E03 1 - LODGE EAST 1/2 in= 1 ft Camera 8- qq N g E 'N 15 EN N M N 0 � co H Q O Z = v 1/271363 U271363 c� M 1111111110W N > N 0 �z �QoWc A03 c� _ 15'-311/16" VIF 3 Y00 *LN A5 LE A5 5'-03/4"- '-03/4"LODGE LODGE 2668 A19 A17 (C) 0 BATH `Y) N T 5Al2 o 99'-5 1/4" f A18 1- 4 A21 A23 - - A22 = 3668 _ W2724L_ W2724L W2724R _ W2724R_ U361884 U361884 I ENLARGED PLAN 1/2 in= 1 ft C C N qq G W G g E 'N 15 EN N M m OJ L. � U � � U ❑a¢ /OF COLO tiQ C�pIG A• �O tq DEMMON * 804553 Ci \" VSED ARG�� cB N co cB O co co 42 0 0— COPYRIGHT COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only puruant to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. / \eSpbbottA,, Gra\ cd�Ps CAA REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: CD JOB NUMBER: 1933 DRAWING TITLE: LODGE PLAN & ELEVATIONS DRAWING NUMBER: A5 qq r N „ � co H Q O Z = v O M 1111111110W N > 30 0 �z �QoWc c� _ 3 REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: CD JOB NUMBER: 1933 DRAWING TITLE: LODGE PLAN & ELEVATIONS DRAWING NUMBER: A5 ASPHAL REPLACEMENT EPLACERML SIDING ETAL SIDING 7 17 TONE LINTEL - N/12 4840 IRU WALL W11-4832 W03-11211 REPLACE THICK STONE CAP � Eaz 'ONE VENEER SEAT ALL III IIIIIIIIIIIIIIIIIIIIIII 1- NORTH ELEVATION 5OUTH ELEVATION 01F COLO W �T OGA 00 m DEMMON * 304553 U N `�cF�seD Q) O Q COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are �IIIIIE hereby specifically reserved. b IIII ppeottgye- �z v °o EA5T ELEVATION WE5T ELEVATION GENERAL NOTES: 1. ALL BRICK SHALL BE TUCK POINTED, CLEANED AND PAINTED WHITE. 2. ALL STUCCO SHALL BE REPAIRED, CLEANED AND PAINTED WHITE. 3. ALL EXTERIOR WOOD TRIM SHALL BE PAINTED BLACK. 4. ALL RAFTER TAILS AND CORBELS SHALL BE PAINTED BLACK. REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: EXTERIOR ELEVATIONS DRAWING NUMBER: A6 V r �N Uj REPLACEMENT METAL SIDING \ CID y REPLACEMENT METAL SIDING / O Z� REPLACEMENT PATIO ROOF STRUCTURE O 2 � Iwo W 111111111 N44 �% � 0 O OC Z F UjW18ti'936 �aoc PATCH & EV1 REPAIR STUCCO Iza EA5T ELEVATION WE5T ELEVATION GENERAL NOTES: 1. ALL BRICK SHALL BE TUCK POINTED, CLEANED AND PAINTED WHITE. 2. ALL STUCCO SHALL BE REPAIRED, CLEANED AND PAINTED WHITE. 3. ALL EXTERIOR WOOD TRIM SHALL BE PAINTED BLACK. 4. ALL RAFTER TAILS AND CORBELS SHALL BE PAINTED BLACK. REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: EXTERIOR ELEVATIONS DRAWING NUMBER: A6 �I yam, E21 � II Patio section Dining section LODGE 5EGTION 0/ COLO h� OGPI �O DEMMON * 304553 Ci 'm '� O `/CFNSED O i 4 COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. ppeottgye_ v °o REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: BUILDING & WALL SECTIONS DRAWING NUMBER: A7 I'lle r �N � 00 N a0Z W N > 3 0 O OC Z REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: BUILDING & WALL SECTIONS DRAWING NUMBER: A7 1) DESIGN LOADS: A. LIVE LOADS USED IN DESIGN 1. ROOF (SNOW) 30 FSF 2. FLOORS AND INTERIOR STAIRS 40 FSF 3. WIND (ULTIMATE) A. BASK WIND SPEED 130 MPH B. EXPOSURE (B) 4. SEISMIC ZONE B 2) DESIGN CODES: A. AGI BUILDING CODE (AGI 318, LATEST ADDITION) B. AISG MANUAL OF STEEL CONSTRUCTION (LATEST ADDITION) G. IRC 2015 WITH DENVER ADMENDMENTS 3) CONCI A. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 2,625 PSI COMPRESSIVE STRENGTH IN 9 DAYS AND A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH IN 26 DAYS. ALL CONCRETE IN CONTACT W/ SOIL SHALL BE MIXED W/ TYPE II GEMENT. USE TYPE V GEMENT AND 4,500 PSI IN HIGH SULFATE AREAS. A5 AN ALTERNATIVE FOR TYPE V GEMENT PROVIDE GEMENT WHICH MEETS ASTM G 150 TYPE II REQUIREMENTS, CONTAINS 20 PERCENT FLY ASH, AND HAS A WATER TO GEMENT RATIO OF 0.45 OR LESS. THE FLY ASH SHOULD MEET ASTM G 618 CLASS F REQUIREMENTS. THE FLY ASH CAN BE REDUCED TO 15% FOR PLACEMENT IN GOLD WEATHER MONTHS, PROVIDED THAT A WATER TO GEMENTITIOUS RATIO OF 0.45 OR LESS 15 MAINTAINED. AGI ALSO INDICATES CONCRETE IN MODERATE EXPOSURE ENVIRONMENTS SHOULD HAVE A MINIMUM COMPRESSION STRENGTH OF 4500 PSI. B. ALL REINFORCING BARS SHALL BE ASTM A615-01RADE 60. EXCEPT TIES WHICH SHALL BE ASTM A615 GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A165. (U.O.N) G. CONCRETE PROTECTION FOR REINFORCEMENT (U.O.N.) 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER A. #5 BARS OR SMALLER 1 1/2" B. BARS LARGER THAN #5 2" 3. CONCRETE NOT EXPOSED TO WEATHER OF IN CONTACT WITH GROUND 3/4" D. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS FOR #5 BARS AND SMALLER. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN b" AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. CONTINUOUS TOP AND BOTTOM BARS IN WALLS SHALL BE SPLICED A5 FOLLOWS. TOP BARS AT MID SPAN. BOTTOM BARS AT SUPPORTS. F. IN ADDITION TO STANDARD WALL REINFORCING PROVIDE (2) #5/60 BARS, ONE EACH FACE, WITH 2'-0" PROJECTION ON ALL SIDE AROUND OPENING IN GONG. (U.O.N.). G. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF AGI 318-99, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. H. ALL CONCRETE SLABS SHALL BE ISOLATED FROM FOUNDATIONS WALLS, STEEL COLUMNS AND UTILITY LINES AS SPECIFIED ON PLANS OR DETAILS. 1. FLOOR 5LAB5 ON GRADE SHALL BE POURED WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL WITH NO DIMENSIONS EXCEEDING 12 FT. OR TOTAL AREA OF 150 5F. 4) STRUCTURAL STEEL A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM SPECIFICATION A992 GRADE 50, LATEST ADDITION. ALL PIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A53. B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISG SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST AISG EDITIONS. G. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A325N BOLTS. (U.O.N.) D. 3-1/2" O.D.-SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. E. AT STEEL BM. (T CONN) COPE END OF BEAM AND CONNECT W/(2)L4X4X5/16"X0'-6" DBL. ANGLE CONNECTION & (2) A325N 3/4"m THROUGH EA. LEG. (U.O.N.) F. AT BEAM END PLACE 2X4 BRACING AT 45' FROM BOTTOM FLANGE OF BEAM TO FILLED WEB OF FLOOR JOIST. TYP. EA. SIDE OF BEAM G. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATION TEST A5 OUTLINED IN AWS -01.1 H. MIN. WELDS TO BE PER AISG TABLE J2.4 BUT NOT LESS THAN 3/16" CONT. FILLET U.O.N. 5) FOUNDATIONS: A. PLACE FLOOR JOISTS AND SUBFLOOR PRIOR TO BACKFILLING B. PLACE COMPACTED BACKFILL IN LIFTS ALONG ENTIRE LENGTH OF WALL, SEE SOIL SPECIFICATIONS G. WALL THICKNESSES SHOWN ARE ACTUAL. D. LOAD BEARING COMPONENTS SUSCEPTIBLE TO WEATHER SHALL BE FINISHED TO MIN. OF 36" BELOW AND 6" ABOVE FINISHED GRADE E. WALL HEIGHTS VARY. REFER TO ARCH. DRAWINGS & DETAIL SHEETS F. IF UNFORESEEN CONDITIONS ARISE, CONTACT ENG. G. VERIFY LOCATIONS OF PADS H. MINIMUM 4' BEFORE STEPPING AT ANY DIRECTION CHANGE IN WALL I. 1/2" DIA. X 10" LONG ANCHOR BOLTS AT 4' O.G., MIN. 2 -PER PLATE, MIN 6" FROM PLATE ENDS, MINIMUM 9" EMBEDMENT. FOUNDATION NOTES: DESIGN SOIL BEARING PRE55URE (ASSUMED): 1,500 PSF MAX BEARING CAPACITY' ' BEARING PRESSURE TO BE CONFIRMED BY A GEOTECHNICAL ENGINEER IN AN OPEN HOLE INSPECTION 1. T' JOISTS A5 MANUFACTURED BY TRUS JOIST MACMILLAN. USE OF LOUISIANA GEORGIA PACIFIC, BOISE CASCADE OR BRAND T' -JOISTS SHALL BE EQUAL OR BETTER THAN GPI BRAND IN STRUCTURAL PROPERTIES. 2. FLOOR JOISTS SHALL BE DESIGNED AND FABRICATED FOR L/460 LIVE LOAD DEFLECTION. JOISTS ARE CONTINUOUS WHERE SHOWN ON PLAN. 3. LAMINATED VENEER LUMBER (LVL) 1 3/4" WIDE PIECES SHALL BE TRU JOIST MACMILLAN (ML) OR EQUIVALENT MEETING THE FOLLOWING MINIMUM SPECIFICATIONS: Fb = 2,600 PSI Fv = 285 PSI E = 1,900 K51 4. ALL 2 AND 3 PLY 1 3/4" LVL MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH A ROW OF (4) 16d NAILS VERTICAL AND 16" O.G. HORIZONTAL. ALL 4 PLY MEMBERS SHALL BE GLUED AND THROUGH BOLTED, STAGGERED TOP AND BOTTOM WITH 1/2" DIA. BOLTS AT 16" O.G.. 5. ALL HEADERS TO BE (2) 2X10 (U.O.N.) ALL HEADERS 4'-0" OR LESS SHALL BE SUPPORTED BY (1) 2X TRIMMER AND (1) 2X (U.O.N.). ALL HEADERS OVER 4'-0" SHALL BE SUPPORTED BY (2) 2X TRIMMERS AND (2) 2X KING 6. BLOCK SOLID UNDER ALL STRUCTURAL COLUMN TO STRUCTURAL BEAM OR BELOW. 1. FRAMING MEMBERS A. FIR BEAMS SHALL BE HEM -FIR #2 OR BETTER (U.O.N.) 1. Fb = 850 PSI 2. Fv = 150 PSI 3. E = 1,300 K51 B. GLUE LAMINATED BEAMS SHALL HAVE MINIMUM PROPERTIES AS SPECIFIED (U.O.N.) 1. FB = 2,400 PSI 2. FV = 190 PSI 3. E = 1,900 K51 G. STUDS SHALL BE HEM -FIR STUD GRADE (U.O.N.) 1. FB = 695 PSI 2. FV = 150 PSI 3. E = 1,200 K51 D. POSTS / COLUMNS SHALL BE HEM -FIR #2 OR BETTER (U.O.N.) 1. FB = 850 PSI 2. FV = 150 PSI 3. E = 1,300 K51 E. DECK JOISTS AND BEAMS SHALL BE DOUGLAS FIR -LARCH #2 OR PRESSURE SOUTHERN YELLOW PINE #2 OR BETTER (U.O.N.) 1. FB = 900 PSI 2. FV = 180 PSI 3. E = 1,600 K51 KING STUD STUDS (U.O.N.) FOUNDATION BELOW TREATED b. FOR DECK JOIST SPANS UP TO 9'-0", ATTACH A 2X LEDGER (DEPTH TO MATCH JOIST DEPTH) TO EXTERIOR RIM JOIST WITH (1) 1/2" DIAMETER BY 3 1/2" LONG LAG BOLT SPACED AT 16" O.G. STAGGERED SPACING (U.O.N.). 9. FOR DECK JOIST SPANS FROM 9'-1" TO 16-0", ATTACH A 2X LEDGER (DEPTH TO MATCH JOIST DEPTH) TO EXTERIOR RIM JOIST WITH (2) 1/2" DIAMETER BY 3 1/2" LONG LAG BOLT SPACED AT 16"O.C. SPACING (U.O.N.). 10. RIM BOARD SHALL BE 1 1/4" THICK TIMBERSTRAND. 11. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF T'- JOIST AND LVL PRODUCTS INCLUDING: JOISTS, BRIDGING, BLOCKING, WEB STIFFENERS, AND HANGERS. DETAIL SHEETS SHALL BE SUPPLIED WITH PRODUCT. 12. FRAMER RESPONSIBLE FOR AVOIDING PLUMBING AND HEATING RUNS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HOLE CHARTS. DO NOT GUT T' -JOISTS OR 13. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS TO BE FRAMED WITH TOP PLATE AND SINGLE BOTTOM PLATE. (U.O.N.) 14. FLOOR SHEATHING SHALL BE 3/4" APA RATED SHEATHING GLUED AND NAILED WITH O.G. PERIMETER AND 12" O.G. FIELD. 15. ALL EXTERIOR WALL SHEATHING SHALL BE 9/16" APA RATED SHEATHING. USE SD PERIMETER AND 12" O.G. FIELD. LVL BEAMS. DOUBLE 100 NAILS AT 6" NAILS AT 4" O.G. 1. ROOF SHEATHING 15/32" (32/16 SPAN RATING). STAGGERED PANEL END JOINTS AND FASTEN WITH 100 NAILS AT 6" O.G. AT PERIMETER AND 12" O.G. 10d NAILS AT 6" O.G. AT PERIMETER AND 12" O.G. AT INTERMEDIATE FRAMING. NAILS SHALL FINISH FLUSH AT INTERMEDIATE FRAMING. NAILS SHALL FINISH FLUSH TO SHEATHING SURFACE. DO NOT PENETRATE SHEATHING SURFACE WITH NAIL HEAD. 2. ALL HEADERS TO BE (2) 2X10 (U.O.N.) 3. ALL POSTS SHALL BE (2) 2X (U.O.N.). ALL HEADERS 4'-0" OR LESS SHALL BE SUPPORTED BY (1) 2X TRIMMER AND (1) 2X KING STUD (U.O.N.). ALL HEADERS OVER 4'-0" SHALL BE SUPPORTED BY (2) 2X TRIMMERS AND (2) 2X KING STUDS (U.O.N.) 4. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN TRUSSES ON A GRID, NOT TO EXCEED 4'-0" X 4'-0" (16FT) 5. USE TRUSS HOLDOWNS PER THE FOLLOWING SCHEDULE: SPAN UP TO 20 FT - SIMPSON H2.5 SPAN 21 TO 26 FT - SIMPSON H2.5A 0 I" E ; a E O 0 a € a� 1 jOF COLO ti? CRAG A' to DEMMON * �g553 U \cFh'SED ARO�4 COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG r �N E � z N a0Z Io imW N > 0 O Z �aUj w < m o w - w - et c m � rr come � J � I o �oaw U REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG r �N 00 � N a0Z imW N > 0 O Z �aUj REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: cD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG E0 3 �a£ 3 8 9 an€ A7 (2) L4X4X3/8 Wi 6" A7 5 BEARING (TYP) @ N FIREPLACE N � T A6 A6 FOUNDATION FOR SLAB RECESS 1z c 9 a c - WINDOWSABOVE �00� 31/8X12"A4C GLULAM(20E-1.6E)W/ m w O 0 SIM PSON CCQ36SDS 2.5 POST CAPS TYP. oaf 2 6<z 2 A7 A7 © © OF COLO'Q9 AIT � O (� pEMMON * N 2X6 FLOOR F AMINGAT 2X10 @24" O.C. (DOUG FIR #1) M CH ROOM * ~ 00 gpg553 U LODGE (4) SKYLIGHTS ABOVE: VELUX, FIXED, 24X48, SELF FLASHED, MFG IMPACTN$ED PORCH RESISTANT SINGLE PANE GLASS. O Q COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in 6" FOUNDATION WALLS ON BATH confidence and shall be used only pumantto the RAFT SLAB @ STAIR 2X8 @24" O.C. agreement with DEMMON DESIGN STUDIOS. No 1 (2) 2X8 @ DOUG FIR #2) 1 otheruse , dissemination or d up l ication may be made W W WIND WABOVE without pnorwntten consent of DEMMON DESIGN A6 A7 99'-51/4" CLG FRAMING A7 gcopyright A6 siuDlos All common lawn rights of are © © 2X8 LEDGERS hereby specifically reservedAll. FF17 F�� W F===l F��= 11 �z (2) L4X4X3/8 VV/ 6" KITCHEN ww I 3 BEARING (TYP) C� [UP (2) L4X4X3/8 W/ 6" BEARING (TYP) E CMU INFILL A6 LAUNDRY A6 ung pNS O III III III UTIL. DINING (E) 51/2" SLAB TEP 2x4 FRAMING @,6" OC W/ 3/4" PLYWOOD SUBFLOOR, 0 LALIGN WITH � (2)2X10 POST DOWN O/C TO (E) STEM WALL & FTG (z 2X8 N (E) CRAWL W /A III @ S ACEACCESS LIVING W ---- — — ---- — X98'-71/2" WEXm Z Q M O Z = v O OFFICE & FAMILY 100'-0" F F I r - - -- - �3 W a J 5/8"+/-X6"XCONT. PT N / r PLYWOOD SH IM/ Q J BLOCKING - - - - - O ------ Z NH W -------- ----J L- N a OC 0 Uj t0 A6 A6 FOUNDATION KEY NOTES: A. CONCRETE PAD 2'-0"X2'-0"X10"VV/ (3)#5 EA WAY 0. Foundation B.16"¢X36"CONCRETE PIER W/(5)#5 VERTICALS 1. 1 st Floor FRAMING 1/4 in 1 ft 1/4 in 1 ft 11 DEOSCRIPTION DATE 10 9/16" 5"t— " 1' S" 4" 6" 4'-9" 6" 4" 1st Floor #5 L @ 12" 0 . 4" EMBED TO (E) E= DRAWN BY: (E) GONG SLAB CAD #5 LB_ @ 12" O.G. e #STOP&BTSTL BEAM _ P DATE: 2020-01-11 #4 @ 12" 0 . EA NIAY 3116 PHASE: c0 JOB NUMBER: 1933 (2) EQ GONG STAIR BTL PL 1/4 X 5X6011) X8 YV (2) 1/2"X5"EPDXIED RISERS BEYOND BOLTS SPADED 5" APART DRAWING TITLE: (E) MASONRY YIA STRUCTURAL PLANS 3. CONCRETE STAIR 2. 5TL BEAM BEARING DRAWING NUMBER 1 in=1ft 1 in=1ft S1 VV973ti1H ,b v 103 1 N B36 B36 B18R B241R - - - - - KITCHEN ��QQI�� P D/P D/P A10 D D/P \vP •• B24R B15 4 A11 B35 6W241 \WA 36R W4536 _[=1 — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ElA15 � I I ENLARGED KITCHEN LAYOUT 1/2 in=1ft UPPER LEVEL 1/4 in=1ft DINING FIXTURE SCHEDULE NUMBER FLY FLOOR DIMENSIONS WIDTH DEPTH HEIGHT MANUFACTURER DESCRIPTION COMMENTS NUMBER A01 1 1 221/2X285/8X60" 221/2" 285/8" 60" EXISTING GAS FURNANCE TO REMAIN A01 A02 1 1 PAPAL 11/16" 4" 4" 111/16" ROUND FLOOR DRAIN A02 A03 1 1 21/2X11/2X35/8" 21/2" 11/2" 35/8" GAS SHUTOFF VALVE FOR BBD A03 A04 1 1 333/16X221/4X9" 333/16" 221/4" 9" KOHLER K-6546-3 DICKINSON APRON -FRONT, KITCHEN SINK 333/16 A04 A05 1 1 101/2X1015/16X1611/16" 101/2" 1015/16" 1611/16" KOHLER K -596 -BL MATTE BLACK SIMPLICE SINGLE HOLE A05 A06 1 1 23/16X] 1/16X83/4" 23/16" ]1/16" 83/4" HOT WATER DISPENSER- MATCH SIMPLICE FAUCET A06 A07 1 1 31X83/8X2915/16" 31" 83/8" 2915/16" DECORATIVE HOOD 3 A07 A08 1 1 20X15X127/8" 20" 15" 12]/8" GE GE MICROWAVE -PEB9159EJES A08 A09 1 1 WX311/4X70" 36" 311/4" 70" GE GE PYE22KMKES-COUNTER-DEPTH FRENCH -DOOR REFRIGERATOR A09 A10 1 1 30X281/2X361/4" 30" 281/2" 361/4" GE GE PROFILE 30GAS JGS760EPES " A10 A11 1 1 23 WrX221/2X297/8" 233/4" 221/2" 29]/8" GE GE PROFILE PDT715SMNES A11 Al2 1 1 3OX36X28 7/16 30 36 28 6" KOHLER K-398ESHAM TOILET T HEIGHT TRLOADW A13 A13 1 1 27X33 1/16X39 2" 331/16" 39" EXTG TOP LOAD WASHING MACHINE EXTG WASHING MACHINE A13 A14 1 1 27X33 1/16X39 2]" 331/1 6" 39" EXTG CLOTHES DOVER A14 A15 1 1 30X103/16X36" 30" 103/16" 36" RECESSED FIREBOX OWNER SELECTED &SUPPLIED BY OWNER A15 A16 1 1 42X1X42" 42" 1" 42" AMER I CAN HEARTH RENEGADE 40 SEE THROUGH, FIRE CRACKED BRICK LINER, TRADITIONALLOGSET A16 A17 1 1 127/8X87/8X23/4" 12]/8" 8]/8 23/4" DELTA TRINSIC WALL MOUJNT T3559LF-BLVVL&R3510-VVL A1] A18 1 1 60X2X3/4" 60" 2" 3/4" LINEAR STRIP DRAIN 4 A18 A19 1 1 19X15X71/2" 19" 15" ]1/2" KOHLER K-2355 ARCHER UNDER -MOUNT BATHROOM SINK A19 A20 1 1 59X3 1/8X74 59" 31/8" 74" KOHLER K -706009-D3 LEVITY SLIDING SHOWER DOOR A20 A21 1 1 67/8X45/16X71/8" 6]/8" 45/16" ]1/8" DELTA T24859 CONTEMPORARY TWO HANDLE MONITOR 14 SER IES VALVE TRI M A21 A22 1 1 1 WrX211/16X2615/16" 13/4" 211/16" 2615/16" DELTA 51140 H2OKINETICO HAND SHOWER 1 75 GPM W/ SLIDE BAR 4S A22 A23 1 1 31/8X9X37/16" 31/8" 9" 3]/16" DELTA 75593 HYDRORAIN 5 -SETTING TWO -IN -ONE SHOWER HEAD A23 A24 1 2 153/4X9X28" 153/4" 9" 28" TANKLESS WATER HEATER A24 A25 1 2 6OX3213/16X29 1/4 " 60 " 3213/16 " 29 1/4 " E TUB A25 A26 1 2 1815/16X16X41" 1815/16" 16" 41" E VAN ITYSINK A26 A2 1 2 25X16X41" 25" 16" 41" E VAN ITYSINK A2 A28 2 2 30X36X28 9/16 " 30 " 36 " 28 9/16 " E TOILET A28 0 I" E a a E O 0 a € a� 1 0e COLO 0 w 0 CRAIG A 00 tq DEMMON * 304553 (j `/CFNSED ARC'S/ COPYRIGHT NOTICE. This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. ppeottgye- �z v v, c O U I'lle LODGE r PORCH NC W 0 N REPLACE CLAY PIPE WASTE LINES ENTIRE W1 O O LENGTH FROM EXTERIOR CLEANOUTS. BATH 2 O IwoV iii r W N � 44 D/P D/P ®� 0 ❑ D C I In � Z i;g o D / P bbl els ii —�aaa �aaa �e,=,� KITCHENS"eWLINE TO BOTTOM OF UPSTACKABOVEDDRY uTIL. Baa As �(R _ LOWER LEVEL LAYOUT 1/4 in=1ft REVISIONS: # DESCRIPTION DATE CAD DATE: 2020-01-11 PHASE: c0 JOB NUMBER: 1933 DRAWING TITLE: MECH/PLMBG LAYOUT PLAN DRAWING NUMBER: MP1 \ \ E07 \ \ E07 \ — _ /P\NP. U E011 E01 E01 O E23 KITCHEN P E23 E23 E23 < E23 E06 0 E01 1 - - E01 E01-- E05-- --------------- E06- 1 I E01 A E13 - E13 E13 E17 E12 � II TY O / I I � r ENLARGED KITCHEN LAYOUT 1/2 in= 1ft E01 -------- E14 Tr / E14 DM E11 M E11 DINING or UPPER LEVEL 1/4 in=1ft ELECTRICAL SCHEDULE NUMBER STY FLOOR DIMENSIONS WIDTH DEPTH HEIGHT ATTACHED TO MANUFACTURER DESCRIPTION CODE DTV E01 10 1 5X5/16X3" 5" 5/16" 3" WALL DUPLEX DECORATOR ABOVE COUNTER HORIZONTAL 10 E02 4 1 3X3/4X5" 3" 3/4" 5" WALL DUPLEX WEATHERPROOF 4 E03 9 1 3X5/16X5" 3" 5/16" 5" WALL DUPLEX (DECORATOR) 9 E04 1 1 3XSX3/4" 3" 5" 3/4" FLOOR DUPLEX DEMO 1 E05 1 1 3X5/16X5" 3" 5/16" 5" WALL GFCI 1 E06 6 1 3X1/2X5" 3" 1/2" 5" WALL SWITCH DECORATOR 6 Eo] 2 1 3X3/4X5" 3" 3/4" 5" WALL WEATHERPROOF SWITCH 2 E08 1 1 3X1/2X5" 3" 1/2" 5" WALL SINGLE POLE DIMMER 1 E09 1 1 3X1/2X5" 3" 1/2" 5" WALL THREE WAY SLIDING DIMMER 1 E10 3 1 3X3/4X5" 3" 3/4" 5" WALL FOUR WAY SWITCH 3 E11 3 1 3X1/2X5" 3" 1/2" 5" WALL SINGLE POLE SLIDING DIMMER 3 E12 1 1 3X3X7/16" 3" 3" 7/16" FLOOR AIRSWITCH- COUNTERTOP 1 E13 3 1 18X13/16X11/4" 18" 13/16" 11/4" MAXIM LI GHTI NG 30" 3000K LED UNDER CABINET LIGHT, MX -L120 -DL 3 E14 2 1 711/16X] 1/2X203/4" ]11/16" ]1/2" 203/4" CEILING HUBBARDTON FORGE 187340-SKT-SHPT-07-ZM0447 2 E15 1 1 12X12X11/4" 12" 12" 11/4" CEILING PANASONIC EXHAUST LIGHT FV-0510VSCL1 1 E16 1 1 211/16X61/8X10" 211/16" 61/8" 10" WALL ENGLO 202843A MATTE BRONZE 4 LIGHT 1 E17 24 1 73/8X] 3/8X5/16" ]3/8" ]3/8 5/16" CEILING WAC LIGHTING R6ERAR-W930-Wi 24 E18 1 1 21 3/8X21 21 3/8 21 ]/16' CE IT NG ZLTE LENYX ANT 8 LIGHT 32 1 L FEISS 2 1/16X47 181/16X226' 42 11/66 6 48 NG ON POOIL 4X3 3] 818 WALLNG PARPARLAVERY KAMSTRA RUBBEDBRONZE 9 4NZE E21 4 1 V8X1] 17 M 88T 550 KOAMSTRA ILDRUB B 4 E23 6 1 9X9X43/8" 9" 9" 43/8 CEILING TECH LI GHTING BOXIE SINGLE LIGHT 9"700BXLZ-LED 6 E24 2 1 24X9X3" 24" 9" 3" CEILING SHORT SURFACE MOUNTED TUBE LIGHT E4W9DI 2 E25 2 1 6X13/4X33/4" 6" 13/4" 33/4" WALL THERMOSTAT 2 U LOWER LEVEL LAYOUT 1/4 in=1ft 0 I" E a a E O 0 a € a� 1 OF COLO tiQ CRAIG A. �O to DEMM� * 304553 U Q) O 4 COPYRIGHT NOTICE This document and the ideas and designs incorporated herein are given in confidence and shall be used only pumantto the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without pnorwritten consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. ppeottgye- �z v REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: c0 JOB NUMBER: 1933 DRAWING TITLE: ELECTRICAL LAYOUT PLAN DRAWING NUMBER: E1 I'lle r �N � 00 N a0Z W N > 3 0 O OC Z REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: c0 JOB NUMBER: 1933 DRAWING TITLE: ELECTRICAL LAYOUT PLAN DRAWING NUMBER: E1 I 0!�111 q �l''q � 111POQ;9411,�,. R _ ,151. 1 Imm 1) DESIGN LOADS: A. LIVE LOAD5 U5E0 IN DESIGN 1. ROOF (5NON) 30 P5F 2. FLOORS AND INTERIOR 5TAIR5 40 P5F 3. NINO (ULTIMATE) A. BASK NINO SPEED 130 MPH B. EXP05URE (B) 4. SEISMIC ZONE B 2) DESIGN CODES: A. AGI BUILDING CODE (AGI 315, LATEST ADDITION) B. AI5C MANUAL OF STEEL CONSTRUCTION (LATEST ADDITION) G. IRC 2015 KITH DENIER ADMENOMENT5 3) CONCRETE: A. ALL CONCRETE SHALL BE MADE KITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 2,625 P51 COMPRE551IE 5TREN6TH IN I DAY5 AND A MINIMUM OF 3,500 P51 COMPRE551IE 5TREN6TH IN 25 DAY5. ALL CONCRETE IN CONTACT N1 501L SHALL BE MIXED N1 TYPE II GEMENT. U5E TYPE I GEMENT AND 4,500 P51 IN HIGH SULFATE AREA5. A5 AN ALTERNATIVE FOR TYPE I GEMENT PROVIDE GEMENT NHICH MEET5 A5TM G 150 TYPE II REQUIREMENT5, CONTAINS 20 PERCENT FLY A5H, AND HA5 A NATER TO GEMENT RATIO OF 0.45 OR LE55. THE FLY A5H SHOULD MEET A5TM G 618 CLA55 F REQUIREMENT5. THE FLY A5H CAN BE REDUCED TO 15% FOR PLACEMENT IN GOLD HEATHER MONTHS, PROVIDED THAT A NATER TO CEMENTITIOU5 RATIO OF 0.45 OR LE55 15 MAINTAINED. AGI AL50 INDICATES CONCRETE IN MODERATE EXP05URE ENVIRONMENTS SHOULD HAVE A MINIMUM COMPRESSION 5TREN6TH OF 4500 P51. B. ALL REINFORCING BAR5 SHALL BE A5TM A615-6RADE 60. EXCEPT TIES NHICH SHALL BE A5TM A615 GRADE 40. YIELDED HIRE FABRIC SHALL CONFORM TO A5TM A155. (U.O.N) G. CONCRETE PROTECTION FOR REINFORCEMENT (U.O.N.) 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS BUT EXP05ED TO EARTH AND YNEATHER A. #5 BAR5 OR SMALLER 1 1/2" B. BAR5 LARGER THAN #5 2" 3. CONCRETE NOT EXP05ED TO YNEATHER OF IN CONTACT YNITH GROUND 3/4" D. LAP SPLICES, YNHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS FOR #5 BAR5 AND SMALLER. YNIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT 51DE AND END LAP5, BUT NOT LE55 THAN 5" AND SHALL BE YNIRED TOGETHER. MAKE ALL BAR5 CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BAR5 OF EQUAL 51ZE AND SPACING. E. CONTINUOUS TOP AND BOTTOM BAR5 IN NALL5 SHALL BE SPLICED A5 FOLLOYN5. TOP BAR5 AT MID SPAN. BOTTOM BAR5 AT 5UPPORT5. F. IN ADDITION TO STANDARD YIALL REINFORCING PROVIDE (2) #5/60 BAR5, ONE EACH FACE, YNITH 2'-0" PROJECTION ON ALL 51DE AROUND OPENING IN GONG. (U.O.N.). G. CONCRETE YNORK SHALL CONFORM TO ALL REQUIREMENT5 OF AGI 318-qq, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. H. ALL CONCRETE SLABS SHALL BE ISOLATED FROM FOUNDATIONS YNALL5, STEEL COLUMNS AND UTILITY LINES A5 5PEGIFIED ON PLAN5 OR OETAIL5. I. FLOOR SLABS ON GRADE SHALL BE POURED YNITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS YNHERE PRACTICAL YNITH NO DIMENSIONS EXCEEDING 12 FT. OR TOTAL AREA OF 150 5F. 4) STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO A5TM SPECIFICATION Agg2 GRADE 50, LATEST ADDITION. ALL PIPE COLUMNS SHALL CONFORM TO A5TM SPECIFICATION A53. B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE YNITH THE AI56 SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST AI56 EDITIONS. G. ALL FIELD CONNECTIONS SHALL BE MADE YNITH 3/4" DIAMETER A5TM A325N BOLTS. (U.O.N.) D. 3-1/2" O.D.-56HEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. E. AT STEEL BM. (T CONN) COPE END OF BEAM AND CONNECT YN/(2)L4X4X5/16"XO'-6" DBL. ANGLE CONNECTION & (2) A325N 3/4"o THROUGH EA. LEG. (U.O.N.) F. AT BEAM END PLACE 2X4 BRACING AT 45° FROM BOTTOM FLANGE OF BEAM TO FILLED NEB OF FLOOR J015T. TYP. EA. 51DE OF BEAM G. ALL YIELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN YNELOING SOCIETY STANDARD QUALIFICATION TEST A5 OUTLINED IN AYN5-01.1 H. MIN. YNELO5 TO BE PER AI56 TABLE J2.4 BUT NOT LE55 THAN 3/16" CONT. FILLET U.O.N. 5) FOUNDATIONS: A. PLACE FLOOR J015T5 AND 5UBFLOOR PRIOR TO BACKFILLING B. PLACE COMPACTED BACKFILL IN LIFTS ALONG ENTIRE LENGTH OF YIALL, 5EE 501L SPECIFICATIONS G. YIALL THICKNESSES 5HOYNN ARE ACTUAL. D. LOAD BEARING COMPONENTS SUSCEPTIBLE TO YNEATHER SHALL BE FINISHED TO MIN. OF 36" BELOYN AND 6" ABOVE FINISHED GRADE E. YIALL HEIGHTS VARY. REFER TO ARCH. DRANIN65 & DETAIL 5HEET5 F. IF UNFORESEEN CONDITIONS ARI5E, CONTACT ENG. G. VERIFY LOCATIONS OF PA05 H. MINIMUM 4' BEFORE STEPPING AT ANY DIRECTION CHANGE IN YIALL I. 1/2" DIA. X 10" LONG ANCHOR BOLTS AT 4' O.G., MIN. 2 -PER PLATE, MIN 6" FROM PLATE ENO5, MINIMUM 7 EMBEDMENT. FOUNDATION NOTES: DE51GN 501L BEARING PRE55URE (A55UMED): 1,500 P5F MAXBEARING CAPACITY* ' BEARING PRE55URE TO BE CONFIRMED BY A GEOTECHNICAL ENGINEER IN AN OPEN HOLE IN5PECTION lig 1. "1" J015T5 A5 MANUFACTURED BY TRU5 J015T MACMILLAN. U5E OF LOU151ANA GEORGIA PACIFIC, B015E CA56ADE OR BRAND "I" -JOISTS 5HALL BE EQUAL OR BETTER THAN GPI BRAND IN 5TRUCTURAL PROPERTIES. 2. FLOOR J015T5 5HALL BE DESIGNED AND FABRICATED FOR L/480 LIVE LOAD DEFLECTION. J015T5 ARE CONTINUOUS NHERE 5HONN ON PLAN. 3. LAMINATED VENEER LUMBER (L1/L) 1 3/4" NIDE PIECES SHALL BE TRU J015T MACMILLAN (ML) OR EQUIVALENT MEETING THE FOLLONING MINIMUM SPECIFICATIONS: Fb = 2,600 P51 Fv = 255 P51 E = 1,g00 K51 4. ALL 2 AND 3 PLY 1 3/4" L1/L MEMBERS SHALL BE GLUED AND NAILED TOGETHER KITH A RON OF (4) 16d NAIL5 VERTICAL AND 16" O.G. HORIZONTAL. ALL 4 PLY MEMBERS SHALL BE GLUED AND THROUGH BOLTED, STAGGERED TOP AND BOTTOM KITH 1/2" DIA. BOLTS AT 16" O.G.. 5. ALL HEADERS TO BE (2) 2X10 (U.O.N.) ALL HEADERS 4'-0" OR LE55 SHALL BE SUPPORTED BY (1) 2X TRIMMER AND (1) 2X (U.O.N.). ALL HEADERS OVER 4'-0" SHALL BE SUPPORTED BY (2) 2X TRIMMER5 AND (2) 2X KING 6. BLOCK 50LID UNDER ALL STRUCTURAL COLUMN TO STRUCTURAL BEAM OR BELON. 1. FRAMING MEMBERS A. FIR BEAM5 SHALL BE HEM -FIR #2 OR BETTER (U.O.N.) 1. Fb = 550 P51 2. Fv = 150 P51 3. E = 1,300 K51 B. GLUE LAMINATED BEAM5 SHALL HAVE MINIMUM PROPERTIES A5 5PEGIFIED (U.O.N.) 1. FB = 2,400 P51 2. FV = 1 qO P51 3. E = 1,g00 K51 G. 5TUD5 SHALL BE HEM -FIR 5TUD GRADE (U.O.N.) 1. FB = 615 P51 2. FV = 150 P51 3. E = 1,200 K51 D. P05T5 / COLUMNS SHALL BE HEM -FIR #2 OR BETTER (U.O.N.) 1. FB = 550 P51 2. FV = 150 P51 3. E = 1,300 K51 E. DECK J015T5 AND BEAM5 SHALL BE DOUGLAS FIR -LARCH #2 OR PRE55URE SOUTHERN YELLOYN PINE #2 OR BETTER (U.O.N.) 1. FB = q00 P51 2. FV = 150 P51 3. E = 1,600 K51 KING 5TUD 5TUD5 (U.O.N.) FOUNDATION BELOYN TREATED 5. FOR DECK J015T SPANS UP TO q'-0", ATTACH A 2X LEDGER (DEPTH TO MATCH J015T DEPTH) TO EXTERIOR RIM J015T YNITH (1) 1/2" DIAMETER BY 3 1/2" LONG LAG BOLT SPACED AT 16" O.G. STAGGERED SPACING (U.0.N.). q. FOR DECK J015T SPANS FROM q'-1" TO 16'-011, ATTACH A 2X LEDGER (DEPTH TO MATCH J015T DEPTH) TO EXTERIOR RIM J015T YNITH (2) 1/2" DIAMETER BY 3 1/2" LONG LAG BOLT SPACED AT 16"O.C. SPACING (U.O.N.). 10. RIM BOARD SHALL BE 1 1/4" THICK TIMBER5TRAND. 11. FOLLOYN MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF "I"- J015T AND LVL PRODUCTS INCLUDING: J015T5, BRIDGING, BLOCKING, NEB 5TIFFENER5, AND HANGERS. DETAIL 5HEET5 SHALL BE SUPPLIED YNITH PRODUCT. 12. FRAMER RE5PON51BLE FOR AVOIDING PLUMBING AND HEATING RUNS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HOLE CHARTS. DO NOT GUT "I" -JOISTS OR LVL BEAM5. 13. ALL EXTERIOR YNALL5 AND INTERIOR LOAD BEARING YNALL5 TO BE FRAMED YNITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. (U.O.N.) 14. FLOOR SHEATHING SHALL BE 3/4" APA RATED SHEATHING GLUED AND NAILED YNITH 100 NAIL5 AT 6" O.G. PERIMETER AND 12" O.G. FIELD. Alan Digitally signed by Alan Stepneski Stepnesk*l Date: 2021.03.04 16:07:55 -08'00' COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only puruant to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. C C N L o Mo .0 ROOF FRAMING NOTES: E � � °� E Ho m 7 1. ROOF 5HEATHIN6 15/32" (32/16 5PAN RATING). 5TA66ERED PANEL END JOINTS m AND FA5TEN KITH 100 NAIL5 AT 6" O.G. AT PERIMETER AND 12" O.G. 10d NAIL5 AT � 6 O.G. AT PERIMETER AND 12 O.G. AT INTERMEDIATE FRAMING. NAIL5 5HALL FIN15H FLUSH AT INTERMEDIATE FRAMING. NAIL5 5HALL FIN15H FLUSH TO... pco 5HEATHIN6 5URFACE. DO NOT PENETRATE 5HEATHIN6 5URFACE KITH NAIL HEAD. z 2. ALL HEADERS TO BE (2) 2X10 (U.O.N.) rn� 3. ALL P05T5 SHALL BE (2) 2X (U.O.N.). ALL HEADERS 4'-0" OR LE55 SHALL BE c .9 07 0 a U SUPPORTED BY (1) 2X TRIMMER AND (1) 2X KING 5TUD (U.O.N.). ALL HEADERS H m OVER 4'-0" SHALL BE SUPPORTED BY (2) 2X TRIMMER5 AND (2) 2X KING 5TUD5 (U.O.N.) �+ 4. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE P05TED DONN TO MAIN O TRU55E5 ON A GRID, NOT TO EXCEED 4'-0" X 4'-0" (16FT) � 5. U5E TRU55 HOLOONN5 PER THE FOLLONING 56HEOULE: 33697 :E: SPAN UP TO 20 FT - 51MP50N H2.5'`„'..': f • �� SPAN 21 TO 25 FT - 51MP50N H2.5A � Alan Digitally signed by Alan Stepneski Stepnesk*l Date: 2021.03.04 16:07:55 -08'00' COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only puruant to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEMMON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD 15. ALL EXTERIOR YIALL SHEATHING SHALL BE 1/16" APA RATED SHEATHING. U5E 50 NAIL5 AT 4" O.G. DATE: 12020-01-11 PERIMETER AND 12" O.G. FIELD. PHASE: ECD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG J Q N U) � � pco E z .4 O U v O F i O MO H m J p co = �+ zZ O " > � W W W Z U) N N � W W cco u, Lo Z Z WN N a� J g J Q �; p N c5aoWJ RT - O ` W CO )N J Q' N C p Q Ov O U) (oaw U REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD 15. ALL EXTERIOR YIALL SHEATHING SHALL BE 1/16" APA RATED SHEATHING. U5E 50 NAIL5 AT 4" O.G. DATE: 12020-01-11 PERIMETER AND 12" O.G. FIELD. PHASE: ECD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG v N � � H Z = v O F W H N �+ 0 O � Z ; ate � W Z REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD 15. ALL EXTERIOR YIALL SHEATHING SHALL BE 1/16" APA RATED SHEATHING. U5E 50 NAIL5 AT 4" O.G. DATE: 12020-01-11 PERIMETER AND 12" O.G. FIELD. PHASE: ECD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL NOTES DRAWING NUMBER: SG E a6 1 Ski CC N d M o w o 'vi *15° E EaCM' POST DOWN O/C TO (E) STEM WALL & FTG (2 2X8 N C 33697 n v � 1° a 2) 0— COPYRIGHT NOTICE: This document and the ideas and designs incorporated herein are given in confidence and shall be used only puruant to the agreement with DEMMON DESIGN STUDIOS. No other use, dissemination or duplication may be made without prior written consent of DEM MON DESIGN STUDIOS. All common law rights of copyright are hereby specifically reserved. / s Abbott q c bra w� l A. CONCRETE PAD 2'-0" X 2'-0" X 10" W/ (3) #5 EA WAY B. 16" ¢ X 36" CONCRETE PIER W/ (5) #5 VERTICALS 1st Floor 0. Foundation 1/4 in = 1 ft #5 L @ 12" O.G. 4" EMBED TO (E) (E) GONG SLAB #5 L.L @ 12" O.G. #5 TOP & BTM #4 @ 12" O.G. EA WAY (2) EQ GONG 5TAII RI5ER5 BEYONL 4'-9 1. 1st Floor FRAMING 1/4 in = 1 ft 51 (E) 10 9/16" 5" 1'-5 0 - 0 U REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: ECD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL PLANS 3. CONCRETE STAIR 2. STL BEAM 13EARINC-7DRAWINGNUMaER1 in = 1 ft 1 in = 1 ft L ALIGN WITH (E) u (2)2X10 POST DOWN O/C TO (E) STEM WALL & FTG (2 2X8 N �O W (E) CRAWL S ACE ACCESS LIVING I� F 98'-7 1/2" w8 x 10 a O Z OFFICE &FAMILY 100'-0" 5/8" +/- X 6" X CONT. PT N PLYWOOD SHIM/ J BLOCKING ------- Q O - LO W LO a I----------- s YAS _ A6 A6 FOUNDATION KEY NOTES: A. CONCRETE PAD 2'-0" X 2'-0" X 10" W/ (3) #5 EA WAY B. 16" ¢ X 36" CONCRETE PIER W/ (5) #5 VERTICALS 1st Floor 0. Foundation 1/4 in = 1 ft #5 L @ 12" O.G. 4" EMBED TO (E) (E) GONG SLAB #5 L.L @ 12" O.G. #5 TOP & BTM #4 @ 12" O.G. EA WAY (2) EQ GONG 5TAII RI5ER5 BEYONL 4'-9 1. 1st Floor FRAMING 1/4 in = 1 ft 51 (E) 10 9/16" 5" 1'-5 0 - 0 U REVISIONS: # DESCRIPTION DATE DRAWN BY: CAD DATE: 2020-01-11 PHASE: ECD JOB NUMBER: 1933 DRAWING TITLE: STRUCTURAL PLANS 3. CONCRETE STAIR 2. STL BEAM 13EARINC-7DRAWINGNUMaER1 in = 1 ft 1 in = 1 ft From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Date: Thursday, April 22, 2021 12:28:10 PM Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT 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 Is this a new install or replacement for an existing AC unit? Replacement of Existing Unit Is this Residential or Residential Commercial? Property Address 6655 W 26th Ave Wheatridge 80214 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Brooke White rf#z81L'riCc1N Property Owner Email Ke I I y kn oed I e r@ ke I I m a r. cc n Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 5DD9C414-E369-41 BD-9DDE-F2E83B1 BEFDC. ipea CONTRACTOR INFORMATION Contractor Business Sure Fire Heating Name Contractor's License 210088 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-917-5339 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email tmalone@SureFireH eat. Cool Address Retype Contractor tmalone@SureFireH eat. Cool Email Address DESCRIPTION OF WORK What type of Air Conditioner replacement unit are you installing? How many tons is the 3.5 unit? For AC - what is the 16 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit Backyard located (for example, rooftop, backyard on ground etc)? Is electrical needed for No re -hook? Project Value (contract $2500 value or cost of ALL 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. 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 Applying for Tahn Malone Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Sewer Repair PERMIT - 202001560 PERMIT NO: 202001560 ISSUED: 08/11/2020 JOB ADDRESS: 6655 W 26th Ave EXPIRES: 08/11/2021 JOB DESCRIPTION: Sewer line repair - 10 ft long *** CONTACTS *** OWNER (720)971-7412 WHITE BEN/BROOKE SUB (303)215-1348 BRIAN WILKIE 060162 APEX PLUMBING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,500.00 FEES Total Valuation 0.00 Use Tax 31.50 Permit Fee 60.50 ** TOTAL ** 92.00 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 202001560 PERMIT NO: 202001560 ISSUED: 08/11/2020 JOB ADDRESS: 6655 W 26th Ave EXPIRES: 08/11/2021 JOB DESCRIPTION: Sewer line repair - 10 ft long 'b y 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 bye legal owner of the property and t authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I 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, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Reqquests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 11, 2020 11:01 AM To: CommDev Permits Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Categories: Payment Issue, Kim Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD 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. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** Residential 6655 W 26th AVe Brooke White 720-971-7412 brookewhite202@gmaii.com 6655. pdf CONTRACTOR INFORMATION Contractor Business Apex Plumbing Name 1 Contractor's License 060162 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-215-1348 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Kim@apexplumbing.com Retype Contractor Email Address DESCRIPTION OF WORK Is this a sewer line or water line repair? Length of repair Location of repair (backyard, frontyard, etc) Provide additional details including installation of clean -outs. Kim@apexplumbing.com Sewer Line 10' out of service Driveway 1500.00 Project Value (contract 1500 value or cost of ALL materials and labor) 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 work may not begin on this property until a permit has been issued and posted on the property. Yes Yes q 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. Person Applying for Kim Earnheart Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�- Job Address: LOU'S Permit Number: b v ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. wheatridge. co. us4nspection Date: � Ud_v' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201800547 PERMIT NO: 201800547 ISSUED: 03/05/2018 JOB ADDRESS: 6655 W 26th AVE EXPIRES: 03/05/2019 JOB DESCRIPTION: Roof mount, flush mount, solar PV, grid -tied, 6.55 KW. **REVISION: Changes made to conduit schedule on PV -4.0** *** CONTACTS *** OWNER (720)239-3707 WHITE BEN SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,248.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all 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 1: 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 ff the Chief Building Off and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a p r it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co any ordi or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatidge COMMUNITY DEVELOPMENT RECE P Building & Inspection Services Division MAR 3 0 ) 0 } 8 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Fera- - ---Email: permits(o)_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 3 t X Add to Permit # Ale aosy� Building Permit Revision/Amendment Application *** Please complete all highlighted areas =of sides of this form. Incomplete applications may not be processed. *** Property Address: L S Lr% 2 `�1� Property Owner (please print): j -(f l�' � ,cJ Phone:Ro Z37 �-1 Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Submitting Company: Contact Person: A�JbU Jv`lm,,lAts Phone: 720 Contractor: C(JJ12c4�-) Contractors City License #: L'r)Z% /Sq Phone: -X S�1-q�;2 zS Contractor E-mail Address: A,06(4yJ. lk)�AI, 0- _QAJ/20-L)f 6j/tj Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps CjIAA)�6�5 1VA0Z-- Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWN (CONTRACTOR) or AUTHORIZED REPRESENT IVE) of (OWNER) (CONTRACTOR) PRI1T NAME: ! //%%( SIGNATURE: - HATE:/ 1r ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ UTILITY GRID 120/240 VAC SINGLE PHASE SERVICE METER #: XCEL 1104817 SUPPLY SIDE TAP EXISTING (N) LOCKABLE .®. 200A MAIN BLADE TYPE FUSE FUSED (N) DEDICATED AC DISCONNECT PV KWH METER IEXISTING 200A SOLAREDGE TECHNOLOGIES: (N) LOCKABLE SE6000H-US WITH REVS=NUE BLADE TYPE GRADE METERING AC DISCONNECT 6000 WATT INVERTER JUNCTION BOX %,10R EQUIVALENT FACILITY PANEL r - v vH240V vyIL LOADS FAOIUTY 35A FUSESGROUND METER SOCKET QUARE D LOAD RATED DC DISCONNECT SQUARE D 200A CONTINUOUS DU222RB WITH AFCI, RAPID SHUTDOWN D222NRB WITH LEVER BYPASS R, 60A,2P COMPLIANT B 3R, 60A [MAX 10' FROM 20/240VAC 1 0/240VAC UTILI METE M 0' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE 285 W 1 NONE (4) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER 2 3/4 EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE 31.5 V 3 314 EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 4 3/4 EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 B NONE REVISION >_ c ars; PV MODULES LONGI GREEN ENERGY ,lf f TECHNOLOGY CO LTD: LR6-60-285M (23) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (11) OPTIMIZERS AND 0� (1) SERIES OF (12) OPTIMIZERS SOLAREDGE POWER OPTIMIZER P320 NOTES TO INSTALLER: 1. '.2 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. f� City of rWheatP, tv>E mum"y Dux+�� APPROVED Rev,,ed for Code Compliance MODULE CHARACTERISTICS LONGI GREEN ENERGY P320 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC A TECHNOLOGY CO LTD: LR6-60-285M: 285 W MAX INPUT VOLTAGE: 48 VDC ansEx inet T aye OPEN CIRCUIT VOLTAGE: 38.6 V MAX INPUT ISC: 11 ADC MAX POWER VOLTAGE: 31.5 V MAX OUTPUT CURRENT: 15 ADC and cowputot;ons shoAl.wt be o prrmit Jo :wan opproua! d orry YSobt:o. fo amdw WW0lj nR Dir rwt be a mmitforofo R OfanQ vl oJplg OnYW iJl mCO SHORT CIRCUIT CURRENT: 9.59 A „ ofdwpropomolOwb-iaingCode-of-wC#rotdmmm-ftm*s p rum ft to oe oueAw w to wQwe of roecdtw wvwskm of tee awfo p SYSTEM CHARACTERISTICS - INVERTER 1 COM or other ortwwom of roc Coy sW not be valid. SYSTEM SIZE: 6555 W SYSTEM OPEN CIRCUIT VOLTAGE: 12 V SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 17.25 A SYSTEM SHORT CIRCUIT CURRENT: 30A INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection 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 MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:v��j�5�% ADDRESS: 110 W JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:�)0Z ADDRESS: U4BS '\NI �.�,�` YTVt JOB CODE:h &6-,t- RoughInspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. -638-639,6 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L/03 FE� Job Address: > ,V Permit Number: 20/9 00 5-/ ❑ No one available for inspectio : Time AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: Inspector: m r DO NOT REMOVE THIS NOTICE Tom 303 -6 -'15- 639,E i CITY OF WHEAT RIDGE 94 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L103 FF K 3/ O -,- -/; Job Address: (66-T W 6th Permit Number: �Ol F� oO -,)-y LJNo one available for inspection: Time AM/PM Re -Inspection required: Ye No When corrections have been made, call for rhe -inspection at 303 -234 - Date:— A-7/119 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201800547 PERMIT NO: 201800547 ISSUED: 03/05/2018 JOB ADDRESS: 6655 W 26th AVE EXPIRES: 03/05/2019 JOB DESCRIPTION: Roof mount, flush mount, solar PV, grid -tied, 6.55 KW. *** CONTACTS *** OWNER (720)239-3707 WHITE BEN SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,248.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 amauthr,zeto0btain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am Ie ally authorized to include al[ entities named within this document as parties to the work to be performed and that all work to ba performed is disclosed in this document and/or its' accompanying approved plans and specifications. �� Signature of OWNER or ,;CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the pen -nit 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 writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Bmlding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official i Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat l' idge_ COMMUN,'TY DEVLLOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: n 4 � / Cy Plan/Permit # 2 0 (? b `5V4 - Plan Review Fee: A rly� X�' Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): 51jy cio rr"� Phone: IZ�) -Z-3cf 3M7 Property Owner Email: Mailing Address: (if different than property address) Address: , State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: 5bAl( A - Phone: Contractors City License #:. 0 70 I S d Phone: Contractor E-mail Address:1i�1�-�'�l, /v`J�'�'-SU•Ji�1.�� LUQ Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing. ":V.3, __ _NW.I;r�,'- (ity dense # f0 t 1 2U18 Pe Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEN��LIANCyF REPAIR or REPLACEMENT OTHER (Describe) S « ('t/ (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF 45; Btu's Amps g. :5Z® "JE Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNS �M�T�CDTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: /��kJ� WW_JJJ SIGNATURE: DEPARTM ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: (-- Z� ��- SE ONLY OCCUPANCY CLASSIFICATION: 'u Building Division Valuation: $o` uW CITY OF WHEAT RIDGE JURISDICTIONAL NOTES FOR SINGLE FAMILY DWELLING ROOF MOUNTED PHOTOVOLTAIC SYSTEM The project plans were reviewed for compliance with the following codes and standards: 2012 International Residential Code (IRC); 2012 International Building Code (IBC); 2014 National Electrical Code (NEC) 2012 International Fire Code (IFC) and the 2012 International Plumbing Code (IPC) a. "The roof access point requiring a ladder shall not be located over a window, door or located where it conflicts with overhead obstructions such as tree limbs, wires or signs." IFC 605.11.3.1 b. "An OSHA approved ladder shall be provided and secured to the structure at the approved roof access point per note above with a OSHA approved device during all inspections" "Applications for a photovoltaic system proposing a partial or complete re -roof of the existing roof shall first obtain a separate building permit for such work from the Building Division by a licensed contractor and shall pass a final inspection prior to installation of the photovoltaic mounting and/or rail system." d. "Direct -Current Photovoltaic Source and Direct -Current Output Circuits on or inside a building shall be contained in a metal raceway. The wiring methods shall comply with the additional installation requirements of NEC 690.31 (G)(1) through (4)" "Where a UFER cannot be verified or is not present one supplementary ground electrode shall be installed and embedded a minimum of 8 feet into the ground and fitted with a listed clamping device." f. "Existing roof and plumbing vents shall not be obstructed by array installation. Plumbing vents are required to be re-routed through attic space and terminate a minimum of 6 inches above the roof line." Plumbing vents shall terminate to the open air (2012 IPC, Sec. 904.3) Markings, Labels and Wiring Signs 2. The format of all markings, labels and wiring signs including letter and background colors, letter height and capitalization, etc. shall be in compliance with ANSI Z535.4-2011 section 7 and safety colors of ANSI 535.1 safety colors as follows: a. DANGER: safety white letters on a safety red background b. WARNING: safety white letters on a safety orange background. c. CAUTION: safety black letters on a safety yellow background. d. NOTICE: italicized safety white letters on a safety blue background. e. SAFETY INSTRUCTIONS or similar words: safety white letters on a safety green background. 3. "All placards shall be weather resistant permanently etched placards. Handwritten signs will not be acceptable" CA -1 01 c APPR doe X0000 -1%e '' Electrical Characteristics Model Number LR6-60 280300M Design (mm) Mechanical Parameters Operating1 I 991(39) 4016 I FI- 501.97 Fi-LZ Cell Orientation: 60 (6x10) Operational Temperature: -40 C - +SS -C Izbel Junction Box: IP67, three diodes Power Output Tolerance: 0 -+5 W serol Number � Output Cable: 4mmz, 1000mm in length Maximum System Voltage: DC1000V (IEC) 285 209.5 290 Connector: MC4 or MC4 compatible Maximum Series Fuse Rating: 15A 216.8 300 220.5 Open Circuit Voltage (Voc/V) unimmm(nch) Weight:18.2kg Nominal Operating Cell Temperature: 45±2`C a -a L J zap, "" Dimension: 1650x991.x40mm rII Application Class: Class A 953(376) IIA Q I Packaging: 26pcs per pallet Short Circuit Current (Isc/A) 9.45 7.61 30(1 Z) 7.82 Electrical Characteristics Model Number LR6-60-280M LR6-60-285M LR6-60-290M LR6-60-295M LR6-60-300M Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power (Pmax/W) 280 205.8 285 209.5 290 213.2 295 216.8 300 220.5 Open Circuit Voltage (Voc/V) 38.5 35.6 38.6 35.7 38.8 35.9 38.9 36.0 39.1 36.2 Short Circuit Current (Isc/A) 9.45 7.61 9.59 7.73 9.71 7.82 9.85 7.94 9.96 8.03 Voltage at Maximum Power (Vmp/V) 31.4 28.8 31.5 28.9 31.7 29.1 31.8 29.2 31.9 29.3 Current at Maximum Power (Imp/A) 8.92 7.14 9.05 7.24 9.15 7.32 9.28 7.42 9.40 7.52 Module Efficiency(%) 17.1 17.4 17.7 18.0 18.3 STC (Standard Testing Conditions): Irradiance 1000W/m2, Cell Temperature 25 C, Spectra at AM1.5 ------- --....- NOCT (Nominal Operating Cell Temperature): Irradiance 800W/m2, Ambient Temperature 20 C, Spectra at AM1.5, Wind at 1m/S Temperature Coefficient of Isc +0.059%/C Front Side Maximum Static Loading 5400Pa Temperature Coefficient of Voc -0.330%/ C Rear Side Maximum Static Loading 240OPa Temperature Coefficient of Pmax -0.410%/ C Hailstone Test 25mm Hailstone at the speed of 23m/s Current -Voltage Curve (LR6-60-290M) Power -Voltage Curve (LR6-60-290M) Current -Voltage Curve (LR6-60-290M) 10 L..------__.. iso C.11_ -z,.0 12 r U Z 6E -- Cell TemC- WC u4 -Cell Tare=45" -Cell Tem WC 2 -- Coll T�vnp=6h°C �- Call T-1--11- 00 0 20 Voltage (V) ■ LONGI Solar Voltage (V) Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchnongzhi Road, Pudong District, Shanghai, 201203 Tel: + 86-21-61047332 Fax- +8621-61047377 E-mail: module@longi-silicon.com Facebook: www,facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar have the sole right to make such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a consisting and binding part of lawful documentation duly signed by both parties. 20170602 c. -Ircident wad: laaowim= 300 -Ircident kraa.=9avN/m= 10 -Ircitlent Irtad.=6��m= 250 -Ircitlent lnad.�aaw/nr W 'W/ -Ircmenuraa: zamv/m= g 200 6 0 150 u' 4 100 0 �~ 0 0 10 20 30 40 Voltage M Voltage (V) Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchnongzhi Road, Pudong District, Shanghai, 201203 Tel: + 86-21-61047332 Fax- +8621-61047377 E-mail: module@longi-silicon.com Facebook: www,facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar have the sole right to make such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a consisting and binding part of lawful documentation duly signed by both parties. 20170602 Complete System and Product Certifications Positive power tolerance (0 — +5W) guaranteed IEC 61215, IEC61730, UL1703 150 9001:2008: ISO Quality Management System ISO 14001: 2004: ISO Environment Management System T562941: Guideline for module design qualification and type approval OHSAS 18001: 2007 Occupational Health and Safety F - Specifications subject to technical changes and tests. LONGi Solar reserves the right of interpretation. IANG1 Solar High module conversion efficiency (up to 18.3%) Better energy yield with excellent low irradiance performance and temperature coefficient Solid PID resistance ensured by solar cell process optimization and careful module BOM selection Adaptable to harsh environment: passed rigorous salt mist and ammonia tests Robust frame (40mm) withstands mechanical loading of 540OPa for snow load on front and 240OPa for wind load on rear side Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchnongzhi Road, Pudong District, Shanghai, 201203 Tel: + 86-21-61047332 Fax: +86 21- 61047377 E-mail: module@longi-silicon.com Facebook: www.facebook.com/LDNGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGi Solar have the sole right to make such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a consisting and binding part of lawful documentation duly signed by both partes. 20170602 solar=@e Single Phase Invertersfor North America SE3000H-US / SE380OH-US / SE500OH-US / SE6000H-US/ SE760OH-US INSTALLATION SPECIFICATIONS SE3000H-US SE3800H-US SESOOOH-US SE6000H-US I SE760OH-US _ OUTPUT 0.75-1" Conduit/ 14-6 AWG Rated AC Power Output 3000 3800 5000 6000 7600 VA Max. AC Power Output 3000 3800 5000 6000 7600 VA AC Output Voltage Min. -Nom. -Max. (183 - 208 - 229) ........................................................ ................................................................................................................ ✓ Vac AC Output Voltage Min. -Nom: Max. (211- 240 - 264) ✓ ✓ ✓ ✓ :.................... ✓ Vac AC Frequency(Nominal) ...................................................................................................i....,,....,.......,.,........,....,,,.... .........................HZ.. 59.3 60-60.5111 ,......,......... Maximum Continuous Output Current 208V 24 ..... A Maximum Continuous Output Current 240V 12, 5 16 21 25 32 A GFDI Threshold1 ........................................................................................................................................ 111 Revenue grade inverter P/N: SEl H-USOOONNC2 q Utility Monitoring, Islanding Protection, Pending certification """"' 141 Power de -rating from 50'C Country Configurable Thresholds Yes INPUT Maximum DC Power ................................................................................................. 4650 _ 5900 7750 9300 ....................:..................................................... 11800 W Transformer.less, Un rounded Yes Maximum Input Voltage .......................................<.,....,.....,............,...,,....,.............,...........,......,........................,.....,.....,..........,......, 480 Vdc Nominal DC Input VoltaNe..................................................................... 380...,...........................Ma ............. imum Maximum Input Current 208V 15.5 .................._.............,.............,....,.....:..................:....................... Adc Maximum Input Current 240V I....... ........................ 8.5 ............................. 10.5 13.5 1 16.5 .......,...... 20 Adc Max. Input Short Circuit Current 45 _............................................................... Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ka Sensitivity Maximum Inverter Efficiency 99 CEC Weighted Efficiency 99 % Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL1699B, CSA C22.2, Canadian AFCI according to TI.L. M-07 ........................... Grid Connection Standards IEEE1547 Rule 21131 Rule 14 (HI� ......... .................. Emissions ......................................... FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size /AWG Ranke 0.75-1" Conduit/ 14-6 AWG DC Input Conduit Size / # of Strings / AWG Ranke .... 0.75.1" Conduit /1-2 strings J 14-6 AWG Dimensions with Safety Switch (HxWxD) ........... 17.7 x 14.6 x 6.8 / 450 x 370 x 174 ....,..................................... in/mm Weight with Safety Switch 25.3 / liS Ib / kg Noise< _ 25 ......................................................................... ............., dBA :............ Cooling Natural Convection Operating Temperature Range ...... -13 to +140%-25 to +60(4)(.40'F /: 40°C option)isl 'F /'C Protection Rating -....... NEMA 3R (Inverter with Safety Switch) ... .. _ .......... ..... 111 For other regional settings please contact SolarEdge support 111 Revenue grade inverter P/N: SEl H-USOOONNC2 Pending certification 141 Power de -rating from 50'C RI -40 version P/N: SEn M-1.15000NN U4 solar=ee SolarEdge Single Phan for North America SE3000H-US / SE380OH-US / SE5000H SE760OH-US s e - Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Integrated Arc Fault protection and Rapid Shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 Extremely small High reliability without any electrolytic capacitors Built-in module -level monitoring wave Outdoor and indoor installation YY Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS-UK-ISRAEL-TURKEY-50UTH AFRICA -BULGARIA www.solaredge.us solar=ee z SolarEdgePower Optimizer Module Add -On f North Ul UIL151 t1cl P300 P320 / P370 / P400 / P405 P370 P300 P320 P400 P405 P4 (forhigher-po higher -power thin (for 60 -cell mod- (for high-power 60 and 72 -cell (for 7 ell (for, In film ules) 60 -cell modules) modules) modules) modules) INPUT 300 320 370 400 405 .......... ...... .... .... Absolute Maximum Input Voltage (Voc at lowest tem erature 48 60 80 125 Vdc MPPT Operating Range ..... 8-4812,5 10. Vdc ........... ....... ........... .......... ........ ..Maximum Short Circuit Current (Isc) 10 10.1 Adc Maximum DC Input urr�eqt ................ ..... 12.5 13.75 12:63 Adc ... .,Maximum Efficiency ...... Weighted Efficiency 98.8 % ...... .... Overvoltage Category 11 OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE-- EMC ...... FC Part15 Class B, IEC61000-6-2, IEC61000-6- FCC .... ...... ... ........... � ..... I ... -3- 1__ .......... Safety ....... ........... ........... UL1741 RoHS Yes ........ Maximum Allowed System Voltage 1000 Compatible inverters All SolarEdge Single Phase and Three Phase inverters .......... ...... ...... ....... .... ..... ....... x - Dimensions (W x L x H) 128xl52x35/ 2x50/ 128 x 152 x 27.5 5 x 5.97 x 1.08 ................ ....... ...... . 5 x 5.97 x 1.96I.,..................I.......... ........... Weight (including cables) ....... ...... * ....... _ ...... ...... 750/.1:7 ...... 845 /.1:9, j- ...... MC4/ -... .1 ... 1. 1.... . I Input Connector MC4 Compatible MC4 Compatible '; . ........................ Double Insulated......... * ........... Output Wire Type Connector Double Insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible Output Wire Length ...... _0,95 �3�.,01.2/3.9 m/ft Operating Temperature Range -40 +85 / -40 - +185 Protection Rating I. 68/NEM ............ ....... �15P ............... ........ Relative Humidity 0 - 1GO ................ ...... * ......... ....... ...... ....... ........ lil Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V "OLAREDGE INVERTER -0t HD -WAVE Minimum String Length 10 18 jpq)�.�rqpprri timers ..... .......... Maximum String Length 25 i 25 50 (Power Optimizers)i ........... ......... ...... .................. ........ 5700 (6000 with Maximum Powerper String 5250 6000 12750 W SE760 H- S) ............ ................ ....... ...... Parallel Strings of Different Lengths or Orientations .... . Yes ...... ...... ....... ......... .... ......... �2)Fordetailecl string sizing information refLrto: http://www.�lamdge.mm/stt�/default/files/string_sizing_na.pdE 3) It isnot allowed to mix P405 with P300/P370/P400/P600/P700in one string. solar -.. m., SolarEdge Module Add -On For North j PV pourer optimization at the module -level ® Up to 25% more energy Superior efficiency (99.5%) Q Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring ® Module -level voltage shutdown for installer and firefighter safety USA -CANADA -GERMANY -ITALY-FRANCE-:APAN-CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA -INDIA www.solaredge.us Bonding Adjustable X - End Clamp Top Bonding Adjustable X - End Clamp Bottom SnapNrack Bonding Adjustable X -End Clamp Bonding Standoff Clamp Rubber Rain Collar Mill Finish Standoff Mill Finish Standoff Base (1 Hole Base Shown) 0 SnapNrack Bonding Standoff Assembly Bonding Mid Clamp Bonding Channel Nut SnapNrack Bonding Mid Clamp a Bonding Channel Nut L Foot SnapNrack Bonding L Foot Base with Flashing Bondging Splice Insert Splice Base SnapNrack Bonding Standard Rail Splice ,Bonding Channel Nut m L Foot Metal Roof Base SnapNrack Metal Roof Base with Bonding L Foot Bonding Universal End Clamp (UEC) Wave UEC Pull Strap UEC Wedge SnapNrack Bonding Universal End Clamp SnapNrack• • UL Technical Data Patent Pending Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • Quick and efficient mounting • Adjustable hardware to ensure clean and level finish • All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap rack,- -*'-",7 - . �ts (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. © 2014 by SnapNrack PV Mounting System. All rights reserved. The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 30OMW of solar projects to simplify the installation and reduce costs. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 Certification ensures that SnapNrack partners can provide the best in class installations in quality, safety, and efficiency. • All bonding hardware is fully integrated into the components • No grounding lugs required for modules • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required Patent Pending Roof System in 4 Simple Steps: 1) Go to the online Series 100 Configuration Tool (configure.snapnrack.com) and select "Yes" for UL 2703 Listed 2) Identify Site Conditions (Array Tilt, Building Height, Roof Type, Wind and Snow Loads) 3) Build array in the online Configuration Tool and automatically generate a Bill of Materials. 4) Place order with your distributor. Purchase material for a single project or order in bulk for additional savings - Rail & Module Clamps - Roof Attachments - Array Accessories UL LISTED PV Mounting System 2703 asunrun February 26, 2018 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-655WHIT; Plan Set: Rev A, Dated 2/23/18 Client: Ben White Address: 6655 W 26th Ave, Wheat Ridge, CO, 80214 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x6 Rafter @ 24" OC. The roof is sloped at approximately 27 degrees and has a max rafter span of 9'0" between supports. Design Criteria: • 2012 International Building Code • Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C • Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Sage Lopez, P.E. Civil Engineer Sunrun, Inc Exp. 10-31-2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 &.sunrua Structural Calculations for the Ben White Residence PV Installation Date: 2/26/2018 Job Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 Job Number: 50111-655WHIT Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Load, Snow Load, Wind Load, & Dead Load 3 Dead Load Continued, Roof (1) Framing Check 4 Roof (2) Framing Check 5 Roof (3) Framing Check 6 Roof Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 135 mph PV Dead Load: DPV = 3.0 psf Sincerely, C\ Sage USF Sage Lopez, P.E. Civil Engineer Sunrun, Inc 70NAL EAG Exp. 10-31-2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P Exp. = C _i, c NM -V to 'J'le (qfi 1on5 Q Y Q(oYo� oS , O'V Of, ,,,Soo M1soon:l Qe ��t { N OM Ot n+ hoU h, 0 t \oo ��„" J�'A t0t�o of M to CM 00 co 0 e p #4hµ of tht 9440 93 Structrure Geometry: Engineer: SVL Date: 2/26/2018 Job: 501R-655WHIT Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 2of6 Mean Roof Height, hn = 22 ft Eave Height, he = 18 ft Buiding Length, L = 40 ft Building Width, B = 20 ft Module Area = 20 ft2 Roof Pitch, B = 27 degrees Live Load: 0.79 Roof Live Load, Lr = 20.00 psf Equation 4.8-1 Snow Load: Wind Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, Is = 1 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, Cs = 0.79 Figure 7-2c Flat Snow Load, Pf = 30.0 psf Equation 7.3-1 Sloped Roof Snow Loads, Ps = 30.0 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes _Uplift (0.6W) Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 1.96 -29.20 Unbalanced Width = 5.36 ft Fig 7-5 V = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 48.34 psf Fig 7-5 Basic Wind Speed (3s -gust), V = 135 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Table 1.5-1 Composition Shingle Exposure Category = C 5.0 psf Sec 26.7.3 2.0 Topographic Factor, Kzr = 1.00 2x6 Rafter @ 24" OC Equation 26.8-1 Adjustment Factor, a = 1.35 Misc. (Ceiling, Insulation, etc.) Figure 30.5-1 Misc. (Insulation, etc.) Edge Zone, a = 3.00 ft Figure 30.5-1 _Uplift (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) 12.0 psf Pnet30 = -29.20 -48.15 -72.35 Figure 30.5-1 Pnet = 0.6 x A x Kzr x Pnet3o) _ -23.65 -39.00 -58.60 Equation 30.5-1 Downward (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = 17.25 17.25 17.25 Figure 30.5-1 Pnet = 0.6 x A x KzT x Pn030 = 13.97 13.97 13.97 Equation 30.5-1 Dead Load: Roof (11: Roof Walls - Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 10.0 psf Total Wall DL = 12.0 psf Roof Walls - Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 10.0 psf Total Wall DL = 12.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Engineer: SVL Date: 2/26/2018 Job: 501R-655WHIT Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 3 of 6 Dead Load Continued: Roof (3): Roof CD (Wind) CD (Snow) Walls - Exterior = 2x6 Rafter @ 24" OC Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x8 Rafter @ 24" OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 15 Ib Total Roof DL= 11.0 psf Total Wall DL= 12.0 psf Roof (1) Framing Check: CD (Wind) CD (Snow) Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 9.00 ft b = 1.5 in d = 5.50 in Moment of Inertia, Ix = 20.80 in Section Modulus, Sx = 7.56 in Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wp� = 2.75 ft PV Tributary Length, Lp� = 2.0 ft PV Tributary Area, At = 5.5 ft2 PV Dead Point Load, PD = Pp�x At = 15 Ib Roof Distributed Load, wDL = 12 pif Load Case: 0.6DL + 0.6W (CD =1.6) Roof Zone = 1 Pup = Pnet x At - 0.6 x PD x COS(B) = 121 Ib Mb(wind-up) = 371 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2476 psi Mallowable = Sx x Fb' (wind) = 1560 Ib -ft > 371 OK Load Case: DL+0.6W (CD = 1.6) Pdown = Pnet x At + PD x Cos(9) = 92 Ib Mb(wind_down) = 463 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2476 psi Mallowable = Sx x Fb' (wind) = 1560 Ib -ft > 463 OK Load Case: DL + 0.75(0.6W) + 0.75S (CD =1.6) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 147 Ib Mb(wind_snow) = 799 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu xCixCr = 2476 psi Mallowable = Sx x Fb' (snow) = 1560 Ib -ft > 799 OK Load Case: DL+S (CD = 1.15) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 147 Ib Mb(snow) = 722 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 1779 psi Mallowable = Sx x Fb' (snow) = 1121 Ib -ft > 722 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Roof (2) Framing Check: 0 Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 10.42 ft b = 1.50 in d = 5.50 in Moment of Inertia, Ix = 20.80 in Section Modulus, Sx = 7.56 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Engineer: SVL Date: 2/26/2018 Job: 501R-655WHIT Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 4of6 Co (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.22 1.00 1.00 CL CF Ctu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wpv = 2.75 ft PV Tributary Length, Lpv = 4.00 ft PV Tributary Area, At = 11.00 ft= PV Dead Point Load, PD = Ppvx At = 29 Ib Roof Distributed Load, wDL = 12 plf Load Case: 0.6DL+0.6W (CD = 1.61 Roof Zone = 1 Pup = Pnet x At - 0.6 x PD X COS(B) = 243 Ib Mb(wind_up) = 620 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XG X& = 2626 psi Mallowable = Sx x Fb' (wind) = 1655 Ib -ft > 620 OK Load Case: DL+0.6W (CD = 1.6) Pdown = Pnet x At + PD X COS(e) = 183 Ib Mb(wind_down) = 756 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2626 psi Mallowable = Sx x Fb' (wind) = 1655 Ib -ft > 756 OK Load Case: DL+0.75(0.6W) +0.75S (CD = 1.6) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps At = 294 Ib Mb(wind_snow) = 1311 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2626 psi Mallowable = Sx X Fb' (snow) = 1655 Ib -ft > 1311 OK Load Case: DL + 5 (CD =1.151 Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps At = 294 Ib Mb(snow) = 1184 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XO XCr = 1888 psi Mallowable = Sx X Fb' (snow) = 1190 Ib -ft > 1184 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Roof (3) Framing Check Engineer: SVL Date: 2/26/2018 Job: 50111-655WHIT Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 5 of 6 Roof Framing = 2x8 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 11.68 ft b = 1.50 in d = 7.25 in Moment of Inertia, Ix = 47.63 in Section Modulus, Sx = 13.14 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Wood Adjustment Factors: PV Tributary Width, Wpv = PV Tributary Length, Lpv = PV Tributary Area, At = PV Dead Point Load, Po = Ppvx At = Roof Distributed Load, wDL = Load Case: 0.6DL+0.6W (CD =1.6) Roof Zone = Pup = Pnet x At - 0.6 x PD x cos(B) = Mb(wind_up) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = Mallowable = Sx X Fb' (wind) = Load Case: DL+0.6W (CD = 1.61 Pdown = Pnet x At + PD x cos(6) = Mb(wind_down) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = Mallowable = Sx X Fb' (wind) = Load Case: DL+0.75(0.6W1 +0.755 (CD = 1.6 Roof Snow Distributed Load, wSL = Psnow = Ps At = Mb(wind_snow) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = Mallowable = Sx X Fb' (snow) = Load Case: DL+S (CD = 1.151 Roof Snow Distributed Load, wSL = Psnow = Ps X At = Mb(snow) = Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi XCr = Mallowable = Sx X Fb' (snow) = CD (Wind) CD (Snow) CLS CM Ct 1.60 1.15 1.15 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.20 1.00 1.00 1.1$ 2.75 ft 4.00 ft 11.00 ft, 29 Ib 14 plf 1 243 Ib 706 Ib -ft 2285 psi 2503 lb -ft > 706 OK 183 Ib 946 Ib -ft 2285 psi 2503 lb -ft > 946 OK 60 plf 294 Ib 1605 Ib -ft 2285 psi 2503 lb -ft > 1605 OK 60 plf 294 Ib 1454 Ib -ft 1643 psi 1799 lb -ft > 1454 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Rafter Attachments: 0.6D+0.6W Puplift = At x Pnet = 243 Ib Connector Uplift Capcity per SnapNRack Test Results = 309 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with Co = 1064 Ib Seismic Check: Engineer: SVL Date: 2/26/2018 Job: 50111-655WHIT Address: 6655 W 26th Ave Wheat Ridge, CO, 80214 6of6 > 243 OK Table 11.2A - NDS > 243 OK %increase = (Wtotal + Warmy) / Wtotal = 32711 *100%-100% = 3.78% ** 31520 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 800 ft' Wpanel = 42 Ib Wroofexisting = 5600 Ib NUmpanel = 23 Awallexisting = 2160 ft' Wpanel_tat = 966 Ib Wwallexisting = 25920 lb Wbos = 225 lb Wtotal = 31520 lb Warray = 1191 lb %increase = (Wtotal + Warmy) / Wtotal = 32711 *100%-100% = 3.78% ** 31520 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION PV -1.0 COVER SHEET ° SYSTEM SIZE: 6555W DC, 6000W AC • ALL WORK SHALL COMPLY WITH NEC 2014, 2012 IBC, MUNICIPAL CODE, AND SERVICE ENTRANCE SOLAR MODULES ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE PV -2.0 SITE PLAN • MODULES: (23) LONGI GREEN ENERGY TECHNOLOGY CO ° PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. RAIL LTD: LR6-60-285M t ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014. e— PV LAYOUT • INVERTER(S): (1) SOLAREDGE TECHNOLOGIES: SE6000H-US WITH • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL I -3.0 GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. —e PV -4.0 ELECTRICAL REVENUE GRADE METERING MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB -PANEL STANDOFFS & PV -5.0 SIGNAGE SEE PEN D03. • • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II FOOTINGS CHIMNEY MODULES, ARE CLASS A FIRE RATED. LC PV LOAD CENTER • SOLAREDGE POWER OPTIMIZERS P320 RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FLUSH ATTIC VENT • • 9.59 AMPS MODULE SHORT CIRCUIT CURRENT. 14.98 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. PM DEDICATED PV METER PVC PIPE VENT INV INVERTER(S) WITH INTEGRATED DC METAL PIPE VENT DISCONNECT AND AFCI T -VENT $ E y cw AC -at ACDISCONNECT(S) %Commuw mDmtormert'"" SATELLITE DISH =-•- r— o APPROVED F-79 DC DISCONNECT(S) Fz FIRE SETBACKS UJ �.a cn too Reviewed for Code ConyWance Lit LA_ CB COMBINER BOX HARDSCAPEdi � n- F —1 INTERIOR EQUIPMENT — PL— PROPERTY LINE N Plans ERamina Gate II— I` jj SHOWN AS DASHED SCALE: NTS rm�t. ha imabeepe peon,ofgoo ojduvOulat°tam A AMPERE and compnlalions shoR not 6e o pnmit JO ; °e os «ppd oj, a �.v viulutian to a dcomp dwoM sunrun omnojthe wov,sionso/the&""co* oraawG+ro.din -, Pefmirs pnwm6p to give outhoroto v+dateajeaw0Wp #bracts cJ the eurldmv AC ALTERNATING CURRENT cadesorother ofitmancesojteeeuysWnotetwU AFCI AZIM ARC FAULT CIRCUIT INTERRUPTER AZIMUTH VICINITY MAP COMP COMPOSITION DC (E) DIRECT CURRENT EXISTING ELECTRICAL CONTRACTOR _ 1 � EXT EXTERIOR 6040 WEST 91ST AVENUE, WESTMINSTER, G080031 BAFTHS �. a.m �•.. w.._a.. ? ' FRM FRAMING PHONE 303.577.6527 FAX 303.577.9629 + ' ATPIDGE INT INTERIOR CUSTOMER RESIDENCE: ....., ,,-... �NOOS w�su,=., w3n��<n v�0 LBW MAG LOAD BEARING WALL BEN WHITE B MARSHALL PARK WEST HIGHLAND O�� MAGNETIC 6655 W 26TH AVE, WHEAT MSP (N) MAIN SERVICE PANEL NEW RIDGE, CO, 80214 l 0 NTS NOT TO SCALE TEL. (720) 239-3707 EAST OC ON CENTER APN #: 3925317019 WHEAT CON RID �E65S Wes[Zo1h AenW PRE -FAB PRE -FABRICATED .. '" PROJECT NUMBER: SLOAN dolpP� PSF POUNDS PER SQUARE FOOT Zity'of' 501 R-655WHIT 'ORTf+.EAST S LA' r of ow�pro"0�� Petro of d" PV PHOTOVOLTAIC DESIGNER: 424.280.7063 rKE"°°° °�""'" A'°"� "" wsT„r mF, s co ofryCla „sv. c tear!• TL TRANSFORMERLESS TYP TYPICAL Wheat Riricre �o0°wS'orrobe JORGE JIMENEZ Lai. ,w,c� V VOLTS °� � W WATTS SHEET COVER SHEET REV NAME DATE COMMENTS ED GEW70D REV: A 2/23/2018 `"t "' q PAGE PV -1.0 WCW. M. Lo SITE PLAN -SCALE = 1/16" = V -0"- s a ® d a a a a 44 e J 4 a e ° 4. e n ° 9 4 a a d a a' 4 J a ° 4 EL e d :. •a Q A d d ' 4 a d "e d ° ='44 e e 4 a AC e ° a ° 4 AC A' t- n 4'a.. SE PM INV a a d. 4A' ° 4 4 .° a e ° 4 ° a a G d a PL (E) PATIO COVER PL (N) ARRAY AR -05 r-- FIRE SETBACKS (3' TYP) a� d. (N) ARRAY AR -03 4 . .a . a . e d.. Ja a 4. a 4 :4 4 A a ff b a (E) DRIVEWAY J- 4 a' ' e d ° 4 a a. a s' a a 44 e a a a 44:. J 4 °. d 6 a e. a PL PL W 26TH AVE (N) ARRAY AR -04 (E) RESIDENCE (N) ARRAY AR -02 v PL PL (N) ARRAY AR -01 'i Citv of Wheat Ri , Building Divis ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF EXPOSURE FRAME MATERIAL FRAME TYPE FRAME SIZE MAX FRAME SPAN OC SPACING ROOF EDGE ZONE MAX RAIL SPAN MAX RAIL OVERHANG DESIGN CRITERIA MODULES: AR -01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 10' - 5" 24" N/A 4' - 0" 2'- 0" LONGI GREEN ENERGY AR -02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 91-01, 24" N/A 2'- 0" 2'- 0" TECHNOLOGY CO LTD: LR6-60-285M AR -03 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 2 STORY ATTIC WOOD RAFTER 2 X 6 10'- 5" 24" N/A 2'- 0" / 4'- 0" 2'- 0" MODULE DIMS: AR -04 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 2 STORY ATTIC WOOD RAFTER 2 X 8 11' - 7" 24" N/A 2'- 0" / 4' - 0" 2' - 0" 64.96" x 39.02" x 1.57" (40mm) MODULE CLAMPS: AR -05 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 2 STORY ATTIC WOOD RAFTER 2 X 8 11' - 7" 24" N/A 2'- 0" / 4'- 0" 2'- 0" Portrait: 8.2" - 16.4" Landscape: 4.9" 9.8" - D1 - AR -01 - SCALE: 1/4" = 1'-0" D2 - AR -02 - SCALE: 1/4" = 1'-0" MAX DISTRIBUTED LOAD: 3 PSF PITCH: 27° PITCH: 27° 3'-7"- 3' SNOW LOAD: 30 PSF 10'-11" AZIM:180° AZIM:180° WIND SPEED: ® 2"- 9'-10" ® I 105 MPH 3 -SEC GUST. LAG SCREWS: 3'- 3 5/16"x3.5": 2.5" MIN EMBEDMENT 3, NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED - - --0-- - 2' SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE T PROCEEDING. -4' TYP- 5'-5" PENETRATION SPACING: - fl O__ 8'-9" FULLY STAGG = (1A 2" 2" -O 0- -0- O 1'-10" I v • � r _ _ F�; ;moo t, 70NAL E� Exp. 1-0-31-20 9 4'-4" -6'-7" D3 - AR -03 - SCALE: 3/16" = 1'-0" D4 - AR -04 - SCALE: 3/16" = 1'-0" D5 - AR -05 - SCALE: 3/16" = V-0" sunrun PITCH: 27° PITCH: 27° PITCH: 27° AZIM:90° AZIM:90° AZIM:270° 2'-3" 10'-11" 10'-11" 2'-3",,- ELECTRICAL CONTRACTOR 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577.9629 .�- -�- CUSTOMER RESIDENCE: BEN WHITE 6655 W 26TH AVE, WHEAT --�- O- ^_ 4' TYP 4' TYP 4, T) - RIDGE, CO,C80214 TEL. (720) 239-3707 E9- --- - t - ® _ 8'-9" -0 - -©- 8'-9" 8'-9" APN #: 3925317019 PROJECT NUMBER: 501R-655WHIT DESIGNER: 424.280.7063 a—� / \ / JORGE JIMENEZ '`-V-2" 5111 6'-7" -4'-4"- SHEET ; �'-3'--13'-2"-6'-11" � LAYOUT ) REV: A 2/23/2018 MAX RAIL SPAN IN EDGE ZONE TO BE 2'- 0" Wheat Ridge MAX RAIL SPAN IN EDGE ZONE TO BE 2'- 0" PAGE 120/240 VAC SINGLE PHASE SERVICE O UTILITY GRID METER #: XCEL 1104817 SUPPLY SIDE TAP EXISTING (N) LOCKABLE _a7m 200A MAIN BLADE TYPE FUSE FUSED (N) DEDICATED AC DISCONNECT PV KWH METER r, SOLAREDGE TECHNOLOGIES: (N) LOCKABLE SE6000H-US WITH REVENUE BLADE TYPE GRADE METERING AC DISCONNECT 6000 WATT INVERTER JUNCTION BOX Ii r,2 � 11 1 7\OR EQUIVALENT EXISTING # CONDUIT CONDUCTOR NEUTRAL _ MAIN NONE NONE FACILITY —' `— PANEL (1) 6 AWG BARE COPPER 1 LOADS FACIUTY 35A FUSES NONE = GROUND 2 240V METER SOCKET SQUARE D LOAD RATED DC DISCONNECT (4) 10 AWG THHN/THWN-2 SQUARE D 200A CONTINUOUS DU222RB WITH AFCI, RAPID SHUTDOWN 3 D222NRB WITH LEVER BYPASS 3R, 60A,2P COMPLIANT (1) 10 AWG THHN/THWN-2 3R, 60A [MAX 10' FROM 120/240VAC 3/4 EMT OR EQUIV. 120/240VAC UTILITY METER] [MAX 10' FROM UTILITY METER] (1) 8 AWG THHN/THWN-2 EGC/GEC [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6 AWG BARE COPPER 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4 EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4 EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4 EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS P320 OPTIMIZER CHARACTERISTICS: LONGI GREEN ENERGY MIN INPUT VOLTAGE: 8 VDC TECHNOLOGY CO LTD: LR6-60-285M: 285 W MAX INPUT VOLTAGE: 48 VDC OPEN CIRCUIT VOLTAGE: 38.6 V MAX INPUT ISC: 11 ADC MAX POWER VOLTAGE: 31.5 V MAX OUTPUT CURRENT: 15 ADC SHORT CIRCUIT CURRENT: 9.59 A SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: SYSTEM OPEN CIRCUIT VOLTAGE: SYSTEM OPERATING VOLTAGE: MAX ALLOWABLE DC VOLTAGE: SYSTEM OPERATING CURRENT: SYSTEM SHORT CIRCUIT CURRENT: 6555 W 12V 380 V 480 V 17.25 A 30 A NOTES TO INSTALLER: PV MODULES LONGI GREEN ENERGY .lf f TECHNOLOGY CO LTD: LR6-60-285M (23) MODULES `YY OPTIMIZERS WIRED IN: (1) SERIES OF (11) OPTIMIZERS AND 0� (1) SERIES OF (12) OPTIMIZERS SOLAREDGE POWER OPTIMIZER P320 1. 12 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. City of WFheat R i d g Diviso WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION EWARNING.� ELECTRICAL SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LABEL LOCATION: LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC INVERTER(S), ENPHASE ENVOY COMBINER PANEL (IF APPLICABLE). ENCLOSURE (IF APPLICABLE). PER CODE(S): CEC 2016: 690.17(E), NEC PER CODE(S): CEC 2016: 690.5(C), NEC 2014: 690.17(E), NEC 2011: 690.17(4) 2014:690.5(C), NEC 2011: 690.5(C) &WARNING--' AfflARNING ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES: UTILITY GRID PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UNGROUNDED AND MAY BE ENERGIZED SYSTEM LABEL LOCATION: LABEL LOCATION: INVERTER(S), DC DISCONNECTS. UTILITY SERVICE METER AND MAIN PER CODE(S): CEC 2016: 690.35(F), NEC SERVICE PANEL. 2014: 690.35(F), NEC 2011: 690.35(F) PER CODE(S): CEC 2016: 705.12(D)(3), NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) &WARNING &WARNING INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENT DEVICE DO NOT ADD LOADS LABEL LOCATION: LABEL LOCATION: ADJACENT TO PV BREAKER (IF PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). APPLICABLE). PER CODE(S): CEC 2016: PER CODE(S): CEC 2016: 705.12(D)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(c), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2016: 690.31(G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012: 605.11.1.4 LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2016:690.54, NEC 2014:690.54, NEC 2011: 690.54 INVERTER 1 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2016: 690.53, NEC 2017: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2016: 690.12, NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN OLAR PANELS ON ROOF City of Wheat Ridge uiiding Divisc;; SERVICE ENTRANCE DISCONNECT INECT "RAPID SHUTDOWN" 1 114 v I_ -FN I L FN L.% -If N 6655 W 26TH AVE, WHEAT RIDGE, CO, 80214 5/16"0-18 X 1/4"-S.S. FLANGE BOLT SNAPNRACK COMPOSITION L -FOOT CAN BE MOUNTED IN ANY ORIENTATION SNAPNRACK STANDARD RAIL 5/16"0 FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT. 5/16"0-18 S.S. FLANGE NUT RAILS CAN BE LEVELED UP TO 3" USING UP TO TWO LEVELING SPACERS AS SHOWN IN "SERIES 100 RAIL LEVELING". NOTES: • 5/16"0 S.S. LAG SCREW MUST EMBED J 2-1/2" INTO ROOF STRUCTURAL MEMBERS/RAFTERS • TORQUE ALL 5/16"0 HARDWARE TO THE FOLLOWING: •• SILVER S.S. 10-16 FT -LBS •• BLACK S.S. 7-9 FT -BLS • RAILS CAN MOUNT TO EITHER SIDE OF L -FOOT (UPSLOPE VS DOWNSLOPE) SNAPNRACK COMPOSITION FI ARIHINrl SNAPNRACK CHANNELNUT SNAPNRACK STANDARD RAIL SNAPNRACK 92 DEG COMPOSITION L -FOOT 5/16"0-18 X 1-1 /4" S.S. FLANGE BOLT 5/16"0-18 S.S. FLANGE NUT ROOF DECKING TYP COMPLETED INSTALLATION City of mea, Ridge � S100 PEN -D03: FLASHED L -FOOT TO RAFTER �dingDivi SNAPNRACK COMPOSITION FLASHING FASTEN L -FOOT BASE TO ROOF WITH LAG SCREW 42�OI�cz , ,_O+k &e, INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupanc• e c�L Inspections will not be performed unless this carol 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 Initials Comments Pier p 2O� 2 ' I c Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Rough Plumbing/Gas Line .rteARf.1T.T�r_r_TJ rZ T_1 -J .1 L\i Lam.\a.\l.l.Y_1 ■m■.IJ 161V ]a ■. A7Ra.f .l a.l� Underground/Slab Inspections Date Inspector Initials Comments Electrical p 2O� 2 ' I c Sewer Service Plumbing w�� w�• �+..r.�rrr_ r_r-� �r� r_ma. rr�-. c� �� r.. ii � �� ra � �.� • u... r...r_ ■ � �. � � . � =ac.. i..�i ca ■ . wi . i.i.. ■ ■.0 r� � IJV 111V& V%ov it v■ _. Rough Inspections Wall Sheathing Date Inspector Initials -- -- - - - - Comments Mid -Roof p 2O� 2 ' I c 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 '2 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. _a _ if *For low voltage permits — mease De sure inai ruuyn uisNeuuuna cut; w lv u.vu . � , � �,�..,�• v •� �•��•••��• •�•- •- --�- by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather T City of Wheat Ridge -v v Residential Roofing PERMIT - 201702943 PERMIT NO: 201702943 ISSUED:• 06/30/2017 JOB ADDRESS: 6655 W 26th AVE EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles - 23 sq. *** CONTACTS *** OWNER (720)971-7412 WHITE BEN SUB (303)910-2338 David Peer 110227 RMRE, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,500.00 FEES Total Valuation 0.00, Use Tax 220.50 Al Permit Fee 220.15 - - -------- * * TOTAL * * 440. 65 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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. City of Wheat Ridge Residential Roofing PERMIT - 201702943 PERMIT NO: 201702943 ISSUED: 06/30/2017 JOB ADDRESS: 6655 W 26th AVE EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles - 23 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applica le ui ding 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 peritt.q. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform ; l,gnd that alwork to be°per ormed is disclosed in this document and/pr its',accompanying approved plans and specifications. Signatur of OWNER r CONTRACTOR (Circle one) Date 1. This permit was issu debased 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, po plans and procedures. 2. This pen -nit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and recei ved 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 originalppermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees44nd 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 to accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance_or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable C'ode 9 any ordmancol regu}at}o of this jurisdiction. Approval of work is subject to Held inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick !tet/ 1 7o Z L YJ From: no-reply@ci.wheatridge.co.us Sent: Monday, June 19, 2017 3:16 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. L-/lG way"vim 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 6655 W 26th Ave Brook & Ben White 7209717412 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name RMRE, LLC. Contractor's License 110227 Number (for the City of Wheat Ridge) Contractor Phone 3034892275 Number Contractor Email Address alan@rocky-mountain-roofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email alan@rocky-mountain-roofing.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No �,/ IKO Cambridge Asphalt Field not completed. 23 No Field not completed PA TOTAL SQUARES of all 23 roofing material for this project Provide additional detail Re Roof house 5/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 1050 value or cost of ALL 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Alan Gregory Email not displaying correctly? View it in your browser. 9 I; RMRE, LLC Owner Agreement HOMEOWNER(S).'''�� STREET& Q56 CITY I k Z = STATE 6t ZIP HOME# WORK# CELL# :417::1;�/- /�/Z 'FAX# POIECT SUMMARY/NOTES /fif�` �i�Cfrir`� EMAIL SPECIFICATIONS- ROOF f MANUFACTURER. STYLE C %!f!<%S•[/ COLOR�C'�C�� TEAR OFF NO.LAYERS . ❑ REPLACE DECKING ICE & WATER SHIELD'] FELT DRIP EDGE LF >b VENTS COLOR ❑ OTHER SPECIFICATIONS -OTHER `*Q GUTTERS LF DN SPOUTS COLOR ❑ WINDOWS # STYLE COLOF ❑ SIDING SQUARES STYLE COLOR The cost of the labor and rr(a e ials f? the oor� c n mplated in this Agreement, based on the scope of work known at the time this Agreement is entered into, shall be $n�es�n the scope or amount of this Agreement (together with the original scope and amount, the "Work") must be approved and accepted in writing by both the Homeowner and RMRE,LLC ("RMRE"), and shall be payable upon substantial completion of the Work. Payment Schedule ❑ 50% due upon signing, prior to material delivery, Remainder due upon substantial completion. ❑ Other, RMRE This Agreement does not obligate the Homeowner or RMRE in any way unless and until this Agreement has been approved and accepted by both the Homeowner and RMRE. RMRE propose to begin the work within fifteen (15) business days after the receipt of Homeowner's initial payment and complete the Work within ninety (90) days of beginning. Subject to applicable terms and conditions, Homeowner has the right to rescind this Agreement and obtain a full refund of any deposit within 72 hours after entering into this Agreement. If Homeowner plans to use the proceeds of a property and casualty insurance policy to pay for the Work, Homeowner may rescind this contract within 72 hours after receiving written notice from the property and casualty insurer that Homeowner's claim has been denied in whole or part. RMRE shall hold in trust any payment received from Homeowner until the earlier to occur (1) RMRE delivering materials at the site or (2 ) RMRE performing a majority of the Work for the Homeowner. Please make all checks payable to RMRE,LLC. RMRE its employees, subcontractors and agents are not permitted to accept cash Homeowner has read and agrees to this Agreement, including all terms and conditions on both front and back of Homeowner/Date Homeowner/Date 4403 W 68`h Ave. Westminster, Co 80030 Phone 303-489-2275 Fax 303-412-7363 WWW._R_ock_y-Mountain-Roofilhg.c %7 A i CITY OF WHEAT RIDGE- _ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 6/065 Avc Permit Number: 2 ��(� ` v ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -i pection f( '303e234-5933 Date: IL Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: (_01155 w VJ TI_� Permit Number: t101-1 (D2,0145 T ❑ No one available for inspection: Time 2_ ',( AM/M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234- 11 03 -234 - Date: ?h L) Inspector: DO NOT REMOVE THIS NOTICE WMA NIZI Address: City, State, Zip: 0�6. 1 n 4 -e r i'6e Eov(rQni"e64 We= Mechanical: EMU= (Fully describe work to be performed - Attach additional shoot If necessary) Building Permit Application (Complete MU highlighted areas) K 2" Z" " P rpetty ownjo (please print): Phone:'�� Mailing Address: (if different than property address) Address: 24 v�/4- ------------ - 7 City, State, Zip: I Contractor: /2 J 'L^, f Contractors Cltv License #: Phone: 71?1 ' EMU=. LOAMMEM Emu= (Fq1ly describe work to be performed - Attach additional sheet if necessary) A C 01 401 1. rules or regulations of flie City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and 0*440�t (OWNER) fiPQffA4CUW)-a (AUTHORIZED REPRESENTATt ITKY(ORINER) (CONT"CTOR) DATE- PUBLIC WORKS COMMENTS; Reviewer, � 47, Building Permit CITY OF WHEAT RIDGE 7500 West 291T-I Avenue ` Wheatridge, CO 80033 303-235-2855 c~~ywvmeataaye ' Residential Plumbing Permit Number 19740 2/ 1 /2006 Inspectlon Line 303-234-5933 PROPERTY Z(th AV UD'lt: owNEx: Karryl Berbert (303) 233-5262 Descriptiou Replace watex heater. FEES ~CONTRACTORS ~ - LName -]License # ~M.S.O.W 21867 - IPhone ~ _ 303 340-2650 ' of Wheat Ridge,PRESCRIPTIVE ENERGY CODE BQILERS i FURNACES A MiNIMuM VF 909,. 4FUE GAS WATER HEATERS A MINIMUM OF .60 EhrRGY FACTOR EIECTRIC WATER HEATERS A MIN!MUM OF.93 ENEt•',GY FACTOR SETBACK THERMOSTAT REQUIRED (EXCEP? HVL'RCNIC HEAT) R-21 WAIIS • R48 CEILINGS • R-19 CRAWLSPACES Units: Occupancy: Walls: Roof: Stories: Sq Feet: 1 hereby aerlify thal lhe setbacY dbtmaa pmpoxd Uy IM1Ia permit vpp6ulion an aaauntq antl tlo nol violue apyticable ordlnvnces, rvles or re¢ulttio^s of IM1e Clly of W hea[ Rldee or covenmlH easementr wtrictiane of record; thac all measuremen[v ahown, and vlkgatbne made An attunh; that 1 M1nve revd md A¢ree 1o abide by W JI~i s inted dhliapplk o tlth rlauum fullresyonsibJty f plimoe ItM1tM1eWhnt lUJgeBuildin¢Cod Q B.C.)andAOtheruppOcnble Whuf g rtll an o wor mtl M p ~t _ _ (OwN R)~ 'CRnC OR) SIGNEDDATC 1 ihis permil wva issued in acrordantt w11M1 fhe pmvisians se[ forth in your applluHon vnJ Is subject ro tM1e bws a(the Snh ofCalontlo mJ m fM1e Lonine Regubtiom nntl 8uildlne Code af WM1ea[ RIJge, Colorvtlo m any other npplinble ordlnnnces of tbe City. 2 Evay permil issuetl ehall become invdid unlue Ihe nork on Ihe sire vulM1Or6e0 by sucM1 permit ie commenced aithln 180 dvys afler ils bswntt, or If Me n'ork aulhoraad on Ihe stle by fuch permit is suspended or abundaned fvr n perioJ ofI80 tlnys vRer Ibe time o(work 6 mmmennJ. J I(thlepermtl<xpirm,. newpermitmaybeacquiretlforufe¢ofone-M1nlf(henmountnarmallyrequtretl,provnJetlnochvnYeaharcbernorwNLemvtlein[he orIginvl plans mJ epeaiMv[Wn. vnd any suspension or abnndomneN hvs mt extteded ons (1) y¢ar, lf chmges nre maAe ar If euspemmn or ~b.ntlomnenl exceetls one (1) ynq full frev shall be poiJ for a new permil. 4 Noworko(vnymannershtllEedanelhvtwipcM1vnrethennWrvlllowofwvhrawsingadninneeproblem. 5 CmbvcmrsM1allmflfytheBuildinelnspectorcwenry-four(2i)hoursinadvanoeforallinspemionsandsM1VltreaivewdttennppravalonLivpectlonandbe(ore procadinp MtM1 auaceulve phnsee of ths job. 6 TM1C bauance of. ermil orthe9PP~^~ nntl speaifavliom shall nol be consUUeJ la be v psrmil Por, nor pn approvel a( my vloblion ohM1e provtsionv Win ~oranyotherordi e,luw.ruleorregulmlan. C ding 1 ecror SIGHED OATF. al~ Wednesday, February Ol, 2006 Page 1 of I . oa q CONMUNITY DEVELOPMENT DEPARTMENT ~ BUILdNG INSPECTION LINE - (303-234-5933) ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~On~~° WHEAT WDGE, CO d0033 - (303-23'52655) APPLICATION gWWmg perrtit Number. Date: PmpertY Orrner ~'r t" ~ ' <-n^ ~ ~ property Addrosa: U~15 Cantractor License No.: Conipany: N OW,EWC«,,RAC,OR .MA,tHtE OF UNDERS.AMM ,ND „GPJMBIT Ph«ne : J)s - J33 - 6•2& 'Z None: 303 3qr -11J9 I hambrw* M ft ,ebwk distance„mpowd by tha~appbcabw m acctirae,and mnot vKbb pplicebb adinaroee, rube a reguletiaro d IM CiH d WMet Hidge a owensib, aeewnerth a reelicGOne M .m«a, mat d meaeummenm enoMn, and albgabrins mem are amrad; niet I n.w raa ana aaae b mid. M aA con6EOns prinbd on IAie appYCebo^ erM tlwt I eaure fuN reeporroibi6ty M comPlienca wd0h 1he WAaat Ridge Building Cada (U.B C) end aM otlix applicaMe Wheat Ridge Ordinances, br work under ft Perret (OWNER)IIXNIIRACTOR) (OWNEN)(CONiHAClOR) oe cwvnoN: ~e.pbkj wo.l-K -Vqff lU-- Construction Value: $ ~ ae Permit Fee: s Plan Review Fee: $ Use Tax: $ Total Fee: $ BUILDING DEPARTNENT U8E ONLY SIC: Sq.Ft: lawo COrEwTS: Approvel: Zoning: BU&dN0 COmM78: AppfOVBl: PWIIt YYONO COMB11t: Approvat OccuPancY Walls: Roof: Staies: ResWentlal Units: . ENc6ical Ucenaa No: Plumbinp Licanae No: Mechanlcal LJcanse No: r....... CcmPmY: `,°"qP"'r• - Expintlon Dab: Expintlon Dab: Expiralfon Dab: Approval: Approval: Appmval: IIi 7hY Mm w MwM M saDN~a HN IM Vrovisions Nt kM M yOYr aPNb~ ~n0 M wEM b IM 1~ d1M SUM ol CobrMO ~nd k IM=oM~i NpuMtlen~ ak BmIWMq Caer el WIwM IWYk LalorM° w aiY alMr iiW'+aeaMrs d IM dry. rq tnra~rruaatixWnw.~an~~uuw~u.ea~aa~mnnaa~w+naerlbl~»nanu~wam«IBI+M~~reu~~a•wo'm'dxr.nawnaar. p«bdM130tlqa rn n mr yrmt a .nw O~ ~Y~~(aaMdawAMlMawuRnomM'~. p°Y~^00M^Pn h~wEw~ aM14MmobinqralpnM p~w• pimm md WwMcalpm yp My suspenion ar tlwdommM lir na1 aoMOM m (t) Nm. tl NMn Mw Wn a M m 9 1 > Mwmw"^m one ammob YNr, Np hw MM M Vw lor a nees PMmL IA rowawa«nm.marAwe.ea.drwwawq.m.aewOo.arrau.ww•k+Mwwoble^. (5) Wntrsbr MN nWMf' IM Bu10Y0 Inspachir 1wnlP4aur R9 Iwun M tlvein fer M Wpallaa rd Ma11 rwM rrltlm RpaN on kaPK~ crd Mbn powEYq rM suww" Masse, d1M Iob. 1M IMof a Mnswit a the aWwY d Erwhq~ m0 WOOCINOM sMII no[ 0e mnMw! b Ma YOp fw, nor m OPPMOI ol. mN rblMlon a1 Mt Ww'Nkm of p~ IM Mddni a6n a mY aMr aNnnu.lwi, rvM a nWY1Wn. CMsf BdlCNny Inspecoor ~sun,uNr~ ~ ,NNING AND DEVELOPMENT TION DNtSION - 235-2855 WHEAt RIDGE iT 29TH AVfNUE IDGE, CO 80215 Building Permit Number : 95-1984 m :10/4/95 (irqperty pwner : BERBERT KARRYL S prapp" Address : 6655 26TH AV Corrtnactoriicense No. : 18559 Company : DIVERSE ELEC7RIC, iNC. MMINOj(C(7N7RA~CTOR)'SIOIJI OF UNDERSTANDING AND AGREEMENT .,rwm,d nv tnis oermk aoalicatbn are axurate. W the . or Phone : 233-8515 Phone : 794-4060 Construction Value : $800•00 I Pertnit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $12.00 Total: $57.00 DescriRtion ~ REPLACE METER, MAST MAIN DISCONNECT BUILDING DEPARTMENT USE ONLY ; Approval:' Zonina: ;IEjJ0e4keI Lkense No : Co Erfttion Date : " P~►DrbyrBi : Plumbing License No : Company : Expiration Date : Approval : 0 Mechanicai License No : Company: Expiration Oate : Approval : a aml Ie subled m the lawa athe SfaEe a Cobrado and ro the Zania6 wKm a Ihs Clly. ryt hom lewe dete or (B) tlre MdWkq eulhoAzed b autpen0ed w yrr%ft~~. p~~ ~q ~qe~ lwvs be~a x1NOS rf~ede in tl~e ai one (11 wsar. 11 cha~ are m9tla of X waPeneion a e6andonnient iitBllelul811bN0(WatefdlW a areinapaPw~an. fdOefdB wr (24) Murs M advanae tor aN an0 eheN receNe wrillen ePD~~ ~ k~°~^ p aM apecMatlons ahell nol ba ConsWaO to be e PBrtnM tor, nor en aDP~'al of, anY vids0on of Me Provi~a~s , or regulaUOa Chief ro~ral: ' Wal{s ' tHi$ PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPfCTOR CALL: 294-6933 24 HOURS PRIOR TO INSPECTION Roof : Stories : Residenfial Units : DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ Properiy Owner: . ~ -:r:~~,~ `C;~•, Property Address : Phone Contrector License No. CompanY 1.:~~.~r E <<!r;~ Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are aecurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of reeorE: that all measurements shown. and allegations made are accurete; that I have read and agree to abide by all contlitions pnnted on this application, antl that I assume full responsibility for complianca with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ortlinances, for work under this permrt. (OWNER)(CONTRACTOR) SIGNED DATE %Y! ; Description: ~c~p!r~e r~<<,~.~;•r,~~'~7~ _/•~q,,,r.~., - ' . . ~{J/JC~V ConstructionValue: e, c, Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY B Approval : Zoning : - ~ . Approval: ~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electncal License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ Pf~ins:ReQulned, I ~ PI{ins Required I ~.j i' P111111ns ~;9l{Wrtlit~-~ (1) This permrt was issuetl m accortlance with ihe provisions set forth in yopur appliration antl is 5u01ec<<o the laws of Ihe State of Colo2tlo antl to Ihe Zoning Regulalions antl BuilEin9 Cotle of VJhea[ RiAge, Coloratlo or any other apPhc~able ordinances of the City. (2) This permit shall expve d(A) the work authonzea is not commencetl wM1hin sixry (60) tlays irom issue tlate or (B) the building authonzetl is suspentletl or abantlonetl for a penatl at 120 days. (3) If this permit expires, a new pertnit may be acquiretl Por a(ee of one-half Ihe amount normally require4 pravitletl no changes have been or will ba matle in the original plans antl sVeufications antl any suspension or abantlonment has not exceetletl one (1) year. If changes are matle or if suspension or aDantlonment exceetls one (1) year, (ull fees shall be paitl for a new pertnit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a tlrainage problem. (5) Coniracror shall nobty the Building Inspecror iwenry-four (24) hours in atlvance for alt ins0ecaons antl shall recerve written approval on inspedion cartl bePore proceetlnng with successive phases ofihejob. ~ 6) The issuance of a permil or the approval of drawings antl specifiwtions sMali not be construetl to be a permit Por, nor an approval of, any violation of the pmvisions o(the building wtles orany otherortlinance.law. mle orregulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-193 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :1/26/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Praperty Owner : BERBERT KARRYL S Property Address: 6655 26TH AV Phone: 233-8515 Contractor License No. : 17782 Company : Otter Maintenance & Construction Phone : 522 0317 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurete, 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 ee to ab'~Ae, by all conditions printed on this application, and that I assume full resp si 'lity fo,f ~omplia~with the Wheat Ridge Building Code (U.B.C.) and all other applicable h t Ridardina , for work under this permrt. (OWNER)(CONTRACTOR) SIGNED V-Y%`"` DATE Description : REROOF Construction Value : $5,175.00 Permit Fee : $81.00 Use Tax : $77.62 Total: $158.62 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: am offoloommom in mooloolon; (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regula6ons antl Buildin~ Cotle of Wheat Ritlge, Colorado or any o[her applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixry (60) days from issue date or (B) the builAing authonzed is suspentled or abandoned tor a period ot 120 tlays. (3) If this permit expires, a new pertnil may be acquiretl fot a fee of one-half Ihe amount normally required, provided no changes have 6een or will be matle in the original plans and speGficalions and any suspension or abantlonment has not exceeded one (7) year. IF changes are made or iF suspension or abandonment exceetls one (1) year, tull fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water wusing a tlrainage problem. (5) Contractor shall notiy the Building Inspeclor twenry-lour (24) hours in advance for all inspechons antl shall receive written approval on inspection cartl before proceediing with successive phases of the ~ob. (6) TTe issuance of a pertnit or the approval o~drawings and specifcations shall not be construed to be a permit for, nor an approval ot, any violation of the provisions of the building cotles or any other ordinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ul-rv.n i ivir-rv i OF PLANNING AND DL-VELOPEMENT Applicauon Number : E3UILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner:s~2 ~~~✓E -C~ T Phone: Property Address : lp~p ~ 5 ~jf/ 46 -67 /fl/.E Contractor Lfcense No. Company : Q j~,e /f77`C'' Phone : ✓r~p7-~~/7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by 1his permd application are accurate, and do not violate applicable ordinances, ruies or regulations ol the Crty o1 Wheal Ridge or wverlants, easements or res[rictions of record: Ihal all measuiements shown, and allegations made are accurate: Ihat I have read and agree lo abi0e by ali conditions prinled on this applicalion, and Ihat I assume tull responsib" tor wmgGaAce with the Wheat Ridge Building Code (U.B.C.) and all other applicable idge~ain~ce r work under lhis permR. Description DATE BUILDING DEPARTMENT USE ONLY ~,t~ . 6?~,1p1b'ht6: Approval : Zoning : M&15191R.Mwemi Approval : . .i ~'d~7bi~+~y110 r~k3: _ C0 et~„y, Approval : Occupancy : Walls : Roof : Stories Construction Value : Permit Fee Use Tax Total /61oll //Iil~ 3 ~i~f S'~%r~6~~s ResidenGal Units : Electrical License No ' Plumbing License No : MeChaniCal LiCense NO : Company Company : Expiration Date Approval : Expiration Date : Approval Company : Ezpiration Date : Approval: ij tPlans~gequired_j pPlans Reijill~ IN (1) 7his permn was issuetl in accadance wNh the Pla^sions set lonh in yopur appliwuon aM n suqect to the laws d Me SUIe d Cdasdc rd b Ne Zoru^7 Regulations aM Building CoOe W VVheat RiOge, CWaado a any olher applicable adlnances d the Cily. (2) This permit snall expire A(A) the wak aNhaaed is nol commenceA wilhin sixly (60) EayS hom issue dxte or (B) the b'Jil0ing auUatiZed is Euspended a aoandOnea lor a perb0 of 120 Eays. ~nges have heen or wa be m~d~ ~ (3) II IhiS permil expires, a new, petmM1 rtlay Ee aWuireG lor a lee of ooe-half Ne anaunt namaW re9uiled, pfoVdld ~q wiginal inans and specifications antl any suspension ar anandonment has rat eaccedeE one (1) Year. if tAwMes Me maEe ot A suspensan a Eband0offiert exceeos one (t) year, lull fe¢s shall be paW la a new permil. No work ol any manner shall be done ihal will Uange the natural Oow, ot water causing a drainage proDlem ~ pefore (5) Cunuacin snall no6fy tne BuilOing InSpectw Iwe^ty'fom (24) ~~OVrS in d4vdnCQ 10f dll inSPCClip15 dOtl 511d11 fCLCiVC vrtlnen dP7ro~l m ins~'~ Orovisims pixeed..ny wim successwe phase5 of lhe pC. vioWGp~ of the (6) 7ne ~ssiiance of a permii or the approvai ot drawin9s antl specl4cabons shan not Ue conswed to be a permd fo~. nw an approvat o[ any 01 me bivtrf,nq corcs or any oNer orOmance . law. INe or ~eguiabon Chu . Eiuilding Inspector For Mayor THIS PLRMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING 1(4SPECTOR AND MAYOR CALL 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WEST 29tn AvEt+UE BUILDING INSPECTION DIVISION PERMIT N0. M91#16686 237-8944 EXT. 255 P.O. BOX ese CITY OF WHEAT RIDGE, COLO_ THIS PERMIT VALID ONLY JOB ADDRESS OWNER wa~.ra ~lVe CONTRACTOR S \l:sc l ~ ADDRESS~ a33~ $SIS -ZIPCODE~ pHONE ADDRE551 " - gp~Q~ .ONTR/~CT PRICE $ 1a~O.~O CITY ~ C V 0.~~ ~ Q ZIP CODE PHONE Na s-Iqgn LICENSENO. Woll❑ nA ❑ G o Proieatinp❑ Of~~r SaDFoc~ r u 1. TYPE Total SQUOn F~N 2. MATERIAL ~ No❑ Typs Y El~ef. 7~rmit No. SIGNS es 3. ILLUMINATION E yr 2on~__ ADM~'b~Z~e Inspwtw a 4. SET BACK FROM PROPERTY LINE N__ S ❑ ❑ O Dinopprwed fSnwifv whiell if frOnt ) I, TYPE SolidFl Mon TMn 80% MATERIAL FENCES 3. $ET BACN FROM PROFERTY LINE N (Seeti}v whiGh If fI011t) ❑ _ leu TAOn 80% OW^ HdpM _ yy 2orh_ AP7raW,ZOn*Inspstta I. - 1 OTHER Z' 3 INSPECTION TICKET DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GNIN ADDRESS (SETBACKS OR PROJECTIONS INCLUDED) pFee aROPERTY LttJE V? Y ~ IS f'iS DATE: ql BLDG. PERMITR FEw[ PERMITB BLDG. CONTR. SUBCONTRACTOR STREET -l ? 'r DATE INSP. REQ. VG- LcJ C;~ 1 TYPE OF INSR $HpW OISTANCES FROM THE MAIN BUILDING TPAWOINING F10USES,STREETS,AN[ DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. INSPECTION MADE APPLICATION FOR PLUMBING; ELECTRICAL; REMARKS THIS APPLICATIONRWLL MIT WILOL^E PRER60DA SPFROMRDAfE OF ISSUANCEN!F~WOF ELECTRICAL PERMIT PLUM8ING PERMI' STATE UCENSE NO. ~ STATE LICENSE N0. FLOOR BSM 15T 2~ W.R.FORM b19 1LUMINUM WIRE UNDER SRE 8 ILIEGA~ WATER ~aS~T N0. _ _ _ _ WASH BOWL 9 CONTROLS I FLOOR DRAIN PERMIT FEE ~I I• ~ I hereby ocknowled9e that lhie apvlico- TAX tion is Correot ond undarstand Mat I USE cannot start this Droject until this aOGfi TOTAL FEE $ ' ~ eotion if opproved. I shall tomply with ~ ths lawa of the Sfate of Colorodo and to ihs 2oninp Repulationa and Buildinp DISAAPPROVED PPRO Code of the City oi Wheaf Ridpe. AnY violation of tne above terms wiii cause CHIEF BUILDING SPECTOR,City of Wheat Ridge immediate revocation of this permit Date Issued AOplieant' SiOnatur~ c/0 yo 6 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS