Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
11681-11685 W. 44th Avenue
1* � � i City of Wheat Ridge �� E -Res. Sewer/Waterline Repair PERMIT - 202101491 PERMIT NO: 202101491 ISSUED: 07/12/2021 JOB ADDRESS: 11681 W 44th Ave #3 EXPIRES: 07/12/2022 JOB DESCRIPTION: Repair 10' of sewer line in backyard and install cleanouts *** CONTACTS *** OWNER JOHN V BUDD FAMILY TRUST SUB (303)287-9009 BRAD WAKEHAM 130022 TRENCH RIGHT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 101 / BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51000.00 FEES Total Valuation 0.00 Use Tax 105.00 Permit Fee 125.05 ** TOTAL ** 230.05 *** 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.** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202101491 202101491 ISSUED: 07/12/2021 11681 W 44th Ave #3 EXPIRES: 07/12/2022 Repair 10' of sewer line in backyard and install cleanouts I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/12/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Monday, July 5, 2021 12:48:07 PM 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, Residential Commercial? Property Address 11681 W 44TH AVE #3 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" RICHARD DAVIS 191819m,fiCr:YR? Field not completed. CONTRACTOR INFORMATION Contractor Business TRENCH RIGHT Name Contractor's License 130022 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-287-9009 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email OFFICE@TRENCHRIGHT.COM Address Retype Contractor OFFICE@TRENCHRIGHT.COM Email Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line water line repair? Length of repair 10, Location of repair BACKYARD (backyard, frontyard, etc) Provide additional INSTALL CLEANOUTS details including installation of clean- o uts. Project Value (contract 5000 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 WILLIAM LOHMAN Permit Email not displaying correctly? View it in your browser. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Z --,V C7 e26 _' Q /39242, r'_ S".S 7— eq ❑ No one available for inspection: Time 7,L-5_-5" AM/PM Re -Inspection required:es ` No When corrections are complete, schedule re -inspection online. Date: 3,11?12_1"Z Inspector: 5z*'�o DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 144 r Job Address: /V-'��-�' Permit Number: e -13;Q f — i ❑ No one available for insp.-ction: Time �� I/.PM Re -Inspection required:. s No When corrections are complete, schedule re -inspection online. Date: t Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE V_S� 2S5 V Inspection Type: Lv Job Address: Permit Number: zC, IJ No one available for inspection: Time - -'k Re -inspection required: Yes ..,No When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.uslinspection Date: _Inspector:— DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection, Type: ( Job Address: ��` V Permit Number: �' r ❑ No one available for inspection: Ti Re -inspection required: Yes ,_,No When corrections have been made, http://www.ci. wheatridge.co. uslinspi WMA I A jP M for re -inspection online at: CITY OF WHEAT RIDGE �/- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: DW -5 .Job Address: / W Z-141 4 Permit Number: Z 00 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N0 When corrections have been ma`" ed", schedule for re -inspection online at; http://www. ci. wheatridge.co. us/inspection Date: ��� Inspector: 51-26 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A1-5 Job Address: 1 Permit Number:�, ,�Q( ❑ No one available for inspection: Time r - M M Re -Inspection required: /Yet No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. uslinspection Date�'� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: TF1 'F -/Kr c Job Address: rZ s/ LA/ el`� '��' l•-r�. Permit Number: 2-4 Z ® � ❑ No one available for inspection: Time M/pm Re -Inspection required:.,, -,Nes- No When corrections have beeti made schedule for re -inspection online at. http✓/www. ci. wheatridge. co. uenspection Date: >�7'0 ae'Z- Inspector: _i; DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ 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. uslinspection Date:—,,',/ Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: M �t ❑ No one available for inspection: Time `YAM/Pm Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. usfinspection Date:f'y3�'"�� Inspector: - DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time `YAM/Pm Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. usfinspection Date:f'y3�'"�� Inspector: - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:.d Job Address: Permit Number: C::> ❑ No one available for inspection: Timee_ AM/PM Re -Inspection required: Yes/ No," When corrections have been mader,sche /e for re -inspection online at: httpYwww.ci.wheatridge.co.uslinsiJ,ection�('�'j _' `\ i CITY OF WHEAT RIDGE ~w Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ,P t?! Job Address: ff 91 661 Ll V f �' Av Permit Number: 2,o5 Z. © 00 0 ❑ No one available for inspection: Time _-� 1�M Re -Inspection required: Yes6dule When corrections have been made, for re -inspection online at: http://www.ci. whea tridge. co. usfinspection `� -� Date: t�' -f , ���Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: tt Job Address: Permit Number: C Tvvo (Y-) onn Gy r L) 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. cL wheatridge. co. uslinspection 1 Date:-, 1 1 - t)' C ,/' d , Inspector: DO NOT REMOVE THIS NOTICE o A s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1(2 U Job Address: `L' L 1 019, flv Permit Number: C) C) U (--)U t-( -) O ❑ No one available for ins en: Time 0 v AM/PM Re -Inspection required: es No When corrections have been made, schedule for re -inspection online at; httpJ/www, ci, wheatridge.co.usrnspection � �� � a Date: / Inspector: J DO NOT REMOVE THIS NOTICE 0) i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE t Inspection Type: Job Address: -` Permit Number: ❑ No one available for inspection: Time`/ - AM/PM Re -Inspection required: Yes N.o When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge, co. ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE l l 6 �l U y`fP-) 4� L KNOTT LABORATORY, LLC Forensic Engineering & Animation August 25, 2020 VIA EMAIL(scott.wilson@atirestoration.com) The Elizabeth Budd Trust 11681 West 44th Avenue Wheatridge, Colorado Re: Roof Sheathing — Field Change Request Dear Mr. Wilson: At your request, Knott Laboratory, LLC (Knott) has reviewed the installation of roof sheathing on the building located at 11681 West 44th Avenue in Wheatridge, Colorado. It is our understanding that 15/32nd-inch OSB sheathing was installed on the trusses instead of the 19/32nd-inch OSB sheathing that was specified in the construction plan set issued by Knott Laboratory. After reviewing the design, 15/32nd-inch OSB sheathing does not meet the necessary design requirements for the roof. As such, Knott Laboratory is recommending one of the following two options be implemented for correcting the roof sheathing deficiency: Option 1: -!'remove the installed OSB sheathing and replace with 19/32nd-inch APA rated, Exposure 1, structural plywood or OSB sheathing per the construction plan set. Option 2: Coat the installed OSB sheathing with construction adhesive, install '/-inch APA rated, Exposure 1, structural plywood on top of the coated OSB with joints offset from installed sheathing; fasten plywood to roof trusses with #8 wood screws (0.164 -inch O x 3 -inch long) at 6 -inches on center along all supporting panel edges and 12 -inches on center in the field. See attached detail Closure: The opinions and findings expressed in this report are based upon the information available to these writers as of the date of this report. As such, Knott Laboratory reserves the right to modify the conclusions contained herein upon receipt or discovery of additional information. Due to the limited access and the non-destructive nature of the investigation, Knott Laboratory cannot be held responsible for any hidden defects that Corporate Office: 7185 South Tucson Way • Centennial, CO 80112-3987 * p 303.925.1900 • f 303.925.1901 Branch Offices: Colorado Springs, CO • Fort Collins, CO • Grand Junction, CO * Houston, TX • San Antonio, TX www.knottlab.com Sekol.17903-1119 August 25, 2020 Page 2 of 2 i may negatively impact the performance of the structure. This report is intended to provide an overview of the existing conditions and should not be used as an indicator of future performance-, no expressed or implied warranties or guarantees of any kind are given. Respectfully submitted, t KNOTT LABORATORY, LLC Jason M.K. Cochran, M.S., P.E. Senior Engineer 498W 08/25/2020 S anley CLSt6lF, .Eng., P.E., D.F.E. CEO — Principal Engineer � I, uoi I w -10 t� o D v «- � z �. cN`n m T C N(yn C7 p M m o z m o m v Z v r N m Roof Shething Field Change THE ELIZABETH BUDD TRUST D @ v� m CQ 9v 0 T Z (7 D z y y r cnDc = w � 0 z p z 11681 WEST 44TH AVE., WHEATRIDGE, COLORADO -SE KOL.17903-1119 1 SHEATHINGCHANGE.DWG 1 JMC I ---- ---- - -- SCS 1 8-25 1 AS SHOWN I KNOTT LAB © 2015 LABORATORY, LLC F --k E gl—mq s w m,.rro„ 7185 South Tucson Way Centennial, Colorado 80112 Phone: 303-925-1900 Fax: 303-925-1901 www.knottlab.com A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 5 k eM Job Address: I i � ' ( t Permit Number: ) c) r) C1} b Uy C riM<,,. miff!/, t) C-, ` t) C 9 r ❑ No one available for inspection: Time _ AM/PM f `ti Re -Inspection required: Yes No) When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co. uslinspection Date:` j ` ' z Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: f E1 Q41T 14V Permit Number: u r/ ❑ No one available for inspection: Tifn&a-(-� PM Re -Inspection require Yes) No When corrections have been made, scheoyle for re-insp�tion on at: http✓/www. ci. wheatridge.co. uslinspectig4-f — '� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: n'\ '� �k L_ Job Address: U W Lj`-4 ��,N p Permit Number: a O,), U o O L_ � -�p ❑ No one available for inspection: Time �— AM/PM Re -Inspection required: ( De No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. us%rinspection Date: x� C)� Qr3 o Inspector: moi " DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial Remodel PERMIT - 202000430 PERMIT NO: 202000430 ISSUED: 06/16/2020 JOB ADDRESS: 11681 W 44th Ave EXPIRES: 06/16/2021 JOB DESCRIPTION: Commercial remodel for fire damage. Removing roof and installing all new trusses, replacing electric panel. Mechanical, plumbing and electrical upgrades. *** CONTACTS *** OWNER (303)520-5256 JOHN V BUDD FAMILY TRUST GC (714)283-9990 GARY MOORE 170009 AMERICAN TECHNOLOGIES INC. SUB (303)263-8068 MICHAEL SPRANKLE 170671 MODERN ELECTRIC LLC SUB (720)333-2502 KEVIN KEMBLE 070183 KEMBLE BROTHERS PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0081 / LEES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 534,000.00 FEES Total Valuation 0.00 Plan Review Fee 21534.38 Use Tax 11,214.00 Permit Fee 31899.05 Same Day Inspection 120.00 ** TOTAL ** 17,767.43 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Remodel PERMIT - 202000430 202000430 11681 W 44th Ave Commercial remodel trusses, replacing upgrades. ISSUED: 06/16/2020 EXPIRES: 06/16/2021 for fire damage. Removing roof and installing all new electric panel. Mechanical, plumbing and electrical Lbym 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 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 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �6� COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # D003o Plan Review Fee: 10 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4'�L'g l a � _.�_Aj P Property Owner (please -rr4, Phone: :?oj 5�© Property Owner Email:�hrr.zbti�d�rt�:'% Ga n Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: IK% � '/_ayls< Qz r:) -/- City, State, Zip: A'Wrol� Lo. g©o/�'Z Architect/Engineer E-mail: Phone: Contractor Name: A , �4Tec��nr, l o f��> -I �I f City of Wheat Ridge License #: Phone: .3©3- Contractor E-mail Address: I;rL� %„�¢ 57`� ,�-�7 =Gv4 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 3coh-- A_ rA in Phone:2;- �S`� � _j /Y CONTACT EMAIL(p/ease print): 5c_o e /,,1,/s�,� a�,'�� sf 'c� f b�� . C 24 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Mo rl rV&11',L ,<,IC Plumbing: ICt°�+61�1��c�1•2�� j�/cv�th�01 Mechanical: W.R. City License # 0� 7 t W.R. City License # 9.3 W.R. City License # JOS i Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. FX]COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. / G /'1 DUY'1 �c`� / ,n jfiSG Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Sprinklered Yes No Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application. warrant the truthfulness of the informationprovidedon the application. CIRCLE ONE: (OWN4) (CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: `� `��wZ 0 Printed Name:c ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wh6at �dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:%C- rYl �N y�i y �!!P, Permit #: General Contractor: AM,T%�,(,, rS min Electrical Sub -Contractor Company Name:42&C/7 _r% t'L Phone #: 3-3-,203 Col - State License #: Master #: Wheat Ridge License #: / 70 �_%Z (required field) Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: tjjC 9t,%crs- �211, hone #: State License #: Master #: Wheat Ridge License #: 7 j (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name:&&Lr , lec f,'c. cns aGi, (- Phone: Wheat Ridge License #:/ 4---k'-X71/ (required field) Signature of Authorized Agent Date 3/4/2020 Address: Addr/Street: 11681 W 44th Avenue City/State: Wheatridge CO Zip Code: 80033 uwner First Name: Nicholas Last Name: Sekol Business Name: American Technologies, INC Phone: 3035328100 Phone AH: 800-400-9353 Cell Phone: 303-726-6077 Fax: Addr: 13300 James E Casey Ave Suite: 400 City/State: Englewood CO Zip Code: 80112-5756 Email: nicholastsekol@gmail.com Occupant: Building: un -named structure Occupant: Vacant Suite: 1,2,3,4,5,6 Property Use Type: Residential Job: Print Preview Permit Application - Print Preview Job Type: Tenant Finish/Remodel Sq Ft: 2,535.00 Cost: $529,000.00 Desc: Fire Damage Restoration of a 6 unit apartment building. The only structural damage is roof trusses. Those have engineered drawings and uploaded accordingly. The balance of work consists of replacing finishes to pre -loss condition in accordance with the 2018 IEBC Comments: This is a repair and restoration project. This would typically be an over the counter permit there was no roof truss damage. We will be installing Smoke and CO2 detectors as required by the most reciecent enforced building code required by the local AHJ hftps://www.mobile-eyes.com/PA—PrintPreview.asp +7ese^:coin•; Envi-rnmentsl, !nc Eff--,i- A;,,l 02.2713 ?eseto-aiS En"'--t;q1-9, Manvai boa a Reservoirs r. En vlronmen tat, Inca REI LAS October 11, 2019 John Graham Element Building Sciences 8670 Wolff Ct. Suite 140 Westminster CO 80031 Dear John, Subcontractor Number: Laboratory Report: Project XRO. #: Project Description: RES 447035-1 19-1060 Budd Apt, Complex RligF,011-il �� � Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID i 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 447035-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report steal! not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, fo Vv t (/, - Andrew RObeft For Jeanne Spencer President E13O3-984-19$8 3b61:s23rt St._ure tr,7.'IIertver. vO?8216 t-SdcR-_c9= '•V F:301477-4275 www.re Iao.carn Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 141896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035-1 Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 6001R-931116 - Short Report. Bulk Rush October 11, 2019 Effective April 2- 2018 QaQAQUAS,Reservoirs Environmental QA Manual.rloc ND=None Detected TR=Trace, <1% Visual Estimate Trem,,Act=Tremclite'Acnno1ite Client Sample Number L A Sub Y Physical Part ER Description, Asbestos Content Mineral c Visual Estimate 11%) Non Asbestos Fibrous Components Non - Fibrous Components 1C A Gray/white paint ND 100 B Off white texture 9 Chrysotile 3 0 97 C Whiteltan drywall 85 ND f- 8 2W Not Analyzed per Client Request. 3W Not Analyzed per Client Request. 4W Not Analyzed per Client Request. 5C Not Analyzed per Client Request. 6W Not Analyzed per Client Request. 7C Not Analyzed per Client Request. 8W Not Analyzed per Client Request. 9W Not Analyzed per Client Request, TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P:303-964-1986 F: 303.477.3275 5801 irpn Street, Suite 100, bemar, C080216 Page 1 or 5 1-866-RESI-ENV ,,w.rellab.com https://atirestoration.lightning.force.com/lightning/rIATI_Job_cla77Og000000gP3MAAU/view 2/8 Reservoirs Environmental, Inc. Reservoir Envirenmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number t P.O. Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 600/R-931116 - Short Report, Bulk Rush October 11, 2019 Effective April 2.261E Q: QAQC LAB;Reservolrs Environments! QA Manual.doc ND=None Detected TR=Trace, <I q6 Visual Estimate TremfACt=Tremolite!Actinolite Client Sample Number n 1` Physical E Description Sub Part Asbestos Content Mineral c Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 10,10 A xray/off white charred paint 5 ND 0 100 B White tape 8 ND 95 5 C Off white compound 12 Chrysotile 3 0 97 D Off white joint compound 15 Chrysotile 3 0 97 E Whiteltan drywall 60 ND 25 75 11 JC Not Analyzed per Client Request. 12JC A Off white joint compound 4 Chrysotile 3 97 B Gray/multi-colored paint 7 ND 100 C White tape 7 ND 5 D Off white compound 12 Chrysotile 3 97 E Off white/tan drywall 70 ND 75 13JC Not Analyzed per Client Request. TEM Analysis recommended for organically bound material (i,e. floor tile) if PLM results are <1 �Io. F: 333-964-iH6 F. 393-477-4276 5N" Ln2an stee',.. Sr;'e 1;,;, Carcr2„ CO 83216 -866-RE51-ENV envw.reilab.om https:/latirestoration.lightning.force.com/lightning/rIATI_Job_cla77Og000000gP3MAAU/view 3/8 Resemirs Enwonmenta!, Inc. Resevvo!rs Environmenta! QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896.0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035-1 Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 600111.931116 - Short Report, Bulk Rush October 11, 2019 Effective Auri12, 20'8 QAQAMLANeservo!rs Environmental QA (iami_doc ND=None Detected TR=Trace, <1% Visual Estimate TfemlAct=TremolitelActinolite Client Sample Number L A Sub Y Physical Part E Description Asbestos Content Mineral c Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 14JC A Tan paint 4 ND 0 100 B Off white joint compound 6 Chrysotile 3 0 97 C White tape 10 ND 95 5 D Off white compound 15 Chrysotile 3 0 97 E Whiteltan drywall 65 ND 25 75 15JC Not Analyzed per Client Request. 16JC A Off white compound 5 Chrysotile 3 0 97 B Tan/gray wall paper 10 ND 90 10 C Whiteltan drywal' 85 ND 20 80 17JC Not Analyzed per Client Request. 18F A Off white adhesive 7. ND 0 100 B Gray leveling compound 30 ND 0 100 C Brown/black flooring 63 ND 2 98 TEM Analysis recommended for organically bound material (.e. floor tile) if PLM results are <1%.: P: 303.964.1986 F: 303.4773275 5801 Logan Shsei, Suite 100, Denver, CO 00216 Page 3 of 5 1-866-RESI-ENV wwvr.reilab.wm hftps:Hatirestoration.lightning.force.com/lightning/rIATI_Job_cla77Og000000gP3MAAU/view 4/8 Reservoirs Enuirenmeatai, Inc. Reservoir;. EnvO:nmenla! QA t.xanua! RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/ P.O. Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035•, Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 6001R•931116 • Short Report, Bulk Rush October 11, 2019 Effective Audi 2.2018 Q:, xA001-A&Reservoirs Ewf,=mental OA Manual_doc ND=None Detected TR=Trace, L1°o Visual Estimate Trem!Act=Tremoiite!Acfinolite Client Sample Number L A Sub Y Physical Part E Description Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 19F A Brownlblack flooring wl colorless adhesive 50 NO 2 98 B Graylblack flooring w/ colorless adhesive 50 NO 7 93 23CT A Tan grout ! 8 NO 0 100 B Gray granular cementitious material' 12 NO 0 100 C Brown/off white ceramic tile 80 NO 0 100 21CT A Tan grout 5 NO 0 100 B White granular material 9 NO 0 100 C Brown/off white ceramic file 85 NO 0 100 22F A Off white adhesive 15 NO 0 100 B Gray/multi-colored sheet vinyl w/ gray fibrous backing 85 NO 30 70 material 23F A Off white adhesive 15 NO 0 100 B Graylmulti-colored sheet vinyl wl gray fibrous backing 85 NO 25 75 material TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are c1 %. P: 303-964-1986 F: 303.4774275 5801 Logan Street, Suite 100, Nnvec 70 80215 Page 4 of 5 1-855-RESP-gt ��,�:aseila5.iorn https://atirestoration.lightning.force.com/lightning/r/ATI_Job_cla77Og000000gP3MAAUtview 5/8 Reservoirs Envaonmental, Inc. Reservoirs EmO mental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101396-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number I P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt Complex October 11, 2019 EPA 6001R-931116 - Short Report, Bulk Rush October 11, 2019 Effective Apt 2.2018 Q: OADCIAS,Resereolrs Environmental CF. fAsnualAcc ND=None Detected TR=Trace, <10a Visual Estimate Trem!Act=Tremolite, Actirrou:e Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Descriptior. Estimate Components R (%) (%) 241 A Gray charred insulation 100 NO 85 15 251 A Gray charred insulation 100 NO 85 15 26R A Black/white fibrous woven material , 10 NO 90 10 B Black/multi-colored shingle w/ black tar 90 NO 15 85 27R A White fibrous material 5 NO 95 5 B Black/multi-colored shingle wl black tar 95 NO 15 85 TEM Analysis recommended for organically bound material (i.e. floor tile) it PLM results are <1%. P: 303-864-1985 F. 303-47-4275 530+ :o0sa Street, Suite 100, Denver, CC 8021e Page 5 :f � � karsran in<Lerts Analyst / Data QA 1-866-RESI-ENV . ,rr: *eilab.com https://atirestoration.lightning.force.com/lightning/r/ATI_Job_cla77Og000000gP3MAAUlview 618 VIM 4,, 18 6 L z m a I ,u u n ❑ c a � lelua�uuo3lnrf3jo,y'I °uapangQlB u�NIO � N O T � N g 'G � CL U 6 i! 11 I! J a> d saA ;a4tO ayo,;a esealdi 3aietpt, 81s;s 5 c? W U� u0.:eayylyljar.:7 ini alita~, °6 r Q`' y � �• 3 a) 4) d n ca a 6 L z m a T } V Con ,u u n ❑ S a � lelua�uuo3lnrf3jo,y'I °uapangQlB u�NIO � N O T W1 g n c0 � II 6 i! 11 I! �J lli a> d saA ;a4tO ayo,;a esealdi 3aietpt, 81s;s 5 c? 40 T } V Con Op t`i W tm!te2lt a^ uv-.;njslusp: ' •h. tt.ng 3a doui wod$ plow � lelua�uuo3lnrf3jo,y'I °uapangQlB u�NIO � N O T W1 ua,yeo¢ytuanO to-t+`ye6unj eesataeg O ^a atBld o,go3av � to Ytl A a, iunoo mwo-as lelquaolW m a> d saA ;a4tO ayo,;a esealdi 3aietpt, 81s;s 5 c? 40 U� u0.:eayylyljar.:7 ,a-tx �atsego,Uduleg °sne3ne s 'euatsl-y'Lk ¢9tG °6 7 Q`' ss1'H13W SOINV0210 c m se 1 H1 'umS s;ei%% 'awnA 5ulpQ M dl -31 a tl'uau � — U ` Z 5 S37ii11eyt30o # o e :j?do XIAOVY E sda.+toa3-pul-OSI Oan-0,101A tusno-swag 'wenn `1drS3 o o atsn0 3),sing 314;i -t+ OSI 'Z04G It Iae91 ly W31 ea3y f (1) 6=100 sldweS y ;S31ON VSHIO NO SlVI11NI S'V3ldWVS Con ilge'A-"ON 3q a gelA W tm!te2lt a^ uv-.;njslusp: ' •h. tt.ng 3a doui wod$ plow � lelua�uuo3lnrf3jo,y'I °uapangQlB u�NIO � N O r uste:glyuer�, sa t+ ellaue/6a-1 ua,yeo¢ytuanO to-t+`ye6unj eesataeg O ^a atBld o,go3av � to Ytl A a, iunoo mwo-as lelquaolW a> d saA ;a4tO ayo,;a esealdi 3aietpt, 81s;s 5 c? 40 u0.:eayylyljar.:7 ,a-tx �atsego,Uduleg °sne3ne s 'euatsl-y'Lk ¢9tG °6 .03 el;auo ales lure ateld aigoJay :sw6oWod 8 S ss1'H13W SOINV0210 c m se 1 H1 'umS s;ei%% 'awnA 5ulpQ M dl -31 a tl'uau � — {s at�;eu Z ame3ldsab 'Ietdl - 1584 E r o e e'NSO 13001L Wod E sda.+toa3-pul-OSI Oan-0,101A tusno-swag 'wenn `1drS3 o o atsn0 3),sing 314;i -t+ OSI 'Z04G It Iae91 ly W31 a::_ey, 0.11 Isadau 5WI 'luno wlcd 'pods uouS - W'ld `+ --- - 0 t — _ - ? E 0 5 # S2 aIx j j4 m C q J T +R cc ss U �' rl c•, a cn � n ab w � � r Con W 5 � N O 40 tp E Q orto E S2 aIx j j4 m C q J T +R ss U �' rl c•, a cn � n ab w � � as t OOO' 0a , m C°O aco� U, fA p a a Qa t0 �ti O�W 0. 2 r W � N O E m C q J ss U �' rl c•, a cn � n ab w � � r it j�0 E 7- 6 La Siodivilloo GPC* XMIRVI Ng:% QwnP.A .1dwes :33-,ON,83KIO lio SIVIIINI SX31dwvs A "M.A -q"9-0, luolr4qupp1 vnuvwuo*j3 Jo lWUvPq&a J04tO ucilr,wjqueno jo -j+ 'fe&m:l 'BUSMS 313 0 1], woo kneld Dq W gAV:Lp*wD fulqoj:olw 092 aN I saA (Ouo ",3 OsMd) 16MI'A alms 2 _ ow -3 7, z UM2MAUIMD JD : Co uj SOINVSHO LU sivi3vt VHSO 1-1 low�vl V113W Pill kA j ��.. 4) r. r of A 0 U. 24 -3� 4 i,Sol D <1 a Inj W r) it j�0 E 7- 6 La Siodivilloo GPC* XMIRVI Ng:% QwnP.A .1dwes :33-,ON,83KIO lio SIVIIINI SX31dwvs A "M.A -q"9-0, luolr4qupp1 vnuvwuo*j3 Jo lWUvPq&a J04tO ucilr,wjqueno jo -j+ 'fe&m:l 'BUSMS 313 0 1], woo kneld Dq W gAV:Lp*wD fulqoj:olw 092 aN I saA (Ouo ",3 OsMd) 16MI'A alms 2 _ ow -3 7, z UM2MAUIMD JD : Co uj SOINVSHO LU sivi3vt VHSO 1-1 low�vl V113W Pill kA j ��.. 4) r. r of A 61 ri 0 WE MIA 1 M � ;n E A DI' V I _ � 1 ll// I ti Sf rtll � � Ib Itll Mf � i r n 2" m n i'' ••• .. O z 2n IIO 61 ri WE MIA __--I, ll Mf � i O 211 IYI Ln 211 !tl1 aw 2 I Ill) 2,IBI Irl >N I n. Ila INI,Iib int r. diimuk�b., Mit II it 'reI� 21 Irl na na 2 101 2zi ti W A 2t1 [q ii dill ml - `1 a � 2+ ru 1� 'tr rnl r ` on n I e C; i o at Im L t 00 21 ol, 260 W 2 m un 0 2r M 0 1 i Jul -n 21 rcl � 2 n1 Irl C 2:1,1 all � C tl- -1 61 ri WE MIA __--I, ll Mf � i aw INI,Iib int r. diimuk�b., Mit II it 'reI� THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components that are to be incorporated into the building design at the specification of the building designer See individual engineering drawings to identify truss placement on drawing. Building designer is responsible for temporary and permanent bracing of the roof and floor systems for overall structure, and the design of the truss support system, including but not limited to headers, beams, bearing walls, and columns. - For general guidance regarding bracing, please refer to Truss Plate Institute's "Building Component Safety Information' (BCSI) book, or SCSI -BI form available at tpinstorg - Any structural details called out on layout are based on the interpretation of the structural plans, and are not specified by the truss designer or High Plateau Truss Inc CUSTOMER AMERICAN TECHNOLOGIES INC j PR03ECT I Fire Resto John Budd Apts 306 X 19-0669 ADDRESS ! 11681 1V, 44th Ave. DATE 1117;'2019 CITY,STATE,ZIP Wheat Wd9e, CO 80033 Review and approval of this layout and corresponding engineering drawings by the client or client's agent are required before trusses can be sent to production Approved HIGH AM&TEAU TRUSS, INC 19-0669 1A01 HIP GIRDER 2 44th Ave. ID:Vit?c5luaggnSnTS6ZhIkCyLZ6r-WHwGLQid t1U1vpw4N5JFVV8C956zpB r ADyL 1L 01-2 4-7-14 8-0-0 1d 2-4-4 16-10-4 21-2-8 24-6-10 29-2-8_ 2- 1-0-0 4-7-14 --j74-2 -+-- 4-4-4 4-6-0 4-$-4 --- — 3.4.2 — .} 1-7-14 1- 6x12 tr118SHS= 4.00 {-12 4x8 — 3x8 = 6x12 M18SHS= Scale = 1:52 1 4x8 = 1b 15 20 14 21 22 1° 23 " " 4x8 2x4 11 8x8 = 8x10 M18SHS= 8x10 M18SHS= 8x8 = 2x4 11 8-1.2 8-1-2 d-7-14 8-0-0 _-_._�}.._.._.._-_.._ i- --4.7.14 --------t---- 12-44 F 16-10-4 - 21-1-12 r --....--4.3-8 21-,2-8 24-6-10 ---3-4_2 ---I--._—__ 29-2-8 ---I 3.4_2 4 44 4.6.0 0:P 2 4-7-14 Plate Offsets (X,Y)-- [2:0-11-0,0-3-6]. [2:0-1-3:Edge]. [4:0-6-0.0-1-111, [5:0-2-8,0-2-01, [6:0-3-8,0-1-81, [7:0-6-0,0-1-11], [9:0-0-3,Edge], [9-1-0-2,0-2-01, [12-0-4-0,0-4-121, [13:0-5-0.Edgel. [14 0-5-0 Edge], [15:0-4-0.0-4-121 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30-0 Plate Grip DOL 1.15 E TC 0.90 Vert(LL) -0.69 13-14 >505 240 i MT20 169;123 (Roof Snow=30 0) Lumber DOL 1.15 I BC 0.84 Vert(CT) -0.97 13-14 >357 180 M18SHS 1691123 TCDL 10.0 Rep Stress Incr NO ? WB 087 Horz(CT) 0.17 9 n/a n/a BCLto 00 * Rr.ni Code IBC2018ITP12014 Rlatrix-S Weight 241 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E 'Except* TOP CHORD Sheathed or 3-3-1 oc purlins; except T2: 2x4 SPF 2100F 1.8E 2-0-0 oc purlins (2-9-7 max.). 4-7 BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. WEBS 2x4 WW Stud *Except* W3: 2x4 SPF 1650F 1.5E REACTIONS. (lb/size) 2=470910-3-8 (min 0-3-1), 9=470910-3-8 (min. 0-3-1) Max Horz 2=74(LC 50) Max Upiift2=-1551(LC 6), 9=-1551(LC 7) Max Grav 2=4832(LC 31), 9=4832(LC 31) FORCES. (lb) - Max_ Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351314181, 3-4=-1414114363,4-17=-13261/4121, 5-17=-132654120, 5-18=-17092!5194, 6-18=-1709215194, 6-19=-1327514124, 7-19=-1327114124, 7-8=-14151/4366,8-9=-13511/4181 BOT CHORD 2-16=-3947112758,15-16=-3947112758, 15-20=-5098117140, 14-20=-5098.`17140. 14-21=-5098117140, 21-22=-5098117140, 13-22=-5098117140, 13-23=-5044117092, 12-23=-5044/17092,11-12=-3882112756:9-11=-3882112756 WEBS 3-16=-470/218, 3-15=-6111921; 4-15=-1183/4043, 5-15=-443411336, 5-14=-367/1434. 6 -13= -43811470.6 -12=-436711312,7-12=-1181/4039,8-12=-613.1936.8-11=-4801220 NOTES - 1) 2 -ply truss to be connected together with I Od (0.131 "x3") nails as follows Top chords connected as follows- 2x4 - 1 row at 0-3-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Except member 15-4 2x4 - 1 row at 0-6-0 oc. member 12-7 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16: Vult=139mph (3 -second gust) Vasd=110mph, TCDL=6.Opsf: BCDL=6.Opsf: h=25ft; Cat 11; Exp C. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1-33 4) TCLL: ASCE 7-16: Pf=30 0 psf (Lum DOL=1.15 Plate DOL=1 15); Is=1.0; Rough Cat C; Fully Exp., Ce=0.9:. Cs=1.00: Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 19-9669 1 A0 1HIP GIRDER 12 ( n ID:Vit?c5juaggnSnTS6ZhlkCyLZ6r-VVHwG LQki_tlU 1 vpw4 NSJF'J•JBC956zpBg4l4nPADyLYzr NOTES - 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=1551. 9=1551 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1575 Ib down and 504 Ib up at 8-0-0, 532 Ib down and 173 Ib up at 10-0-12, 532 Ib down and 173 Ib up at 12-0-12, 532 Ib down and 173 Ib up at 14-0-12. 532 Ib down and 173 Ib up at 15-1-12, 532 Ib down and 173 Ib up at 17-1-12. and 532 Ib down and 173 Ib up at 19-1-12. and 1575 Ib down and 504 Ib up at 21-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-80,7-10=-80,2-9=-20 Concentrated Loads (lb) Vert: 15=-1575(F) 14=-532(F) 13=-532(F) 12=-1575(F) 20=-532(F) 21=-532(F) 22=-532(F) 23=-532(F) 19-0669 Hip ?au Truss, Inc., Commerce City, CO 80022- 8.310 s May 22 20191ATek Industnes Inc. Thu Nov 7 12:46212019 Fa ID:Vit?c5juaggnSnTS6ZhIkCyLZ6r-?UUeYmIKIBtLf3O7e4cYnihSOVSgYh lfvu 1-02 54-14 I 10-0-0 F 74-7-4 14-2-8 1_ _ _ _ _ 23-9-10 1 29 -2 -8(f -2-t 1-M 5-4-14 4-7-2 4-7-4 4-7-4 8d-2 5-4-14 400x12 4x6 = 3x5 = 4x6 = Scale = 1:52.1 6 4x8 = 11 lu 4x8 = 5x10 = 5x10 = 8-1_2 8-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.32 10-11 >999 240 MT20 1691123 (Roof Snow=30.0) Lumber DOL 1.15 � BC 0.88 Vert(CT) -0.57 10-11 >613 180 , TCDL 14.0 Rep Stress Incr YES WS 0.66 Horz(CT) 0.16 8 n1a Na BCLL 0.0 * Code IBC2018/TP12014 Matrix -S € Weight 96 Ib FT = 20 0 BCDL 14.0 - LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Sheathed or 2-9-1 oc purlins; except BOT CHORD 2x4 SPF 1650F 1.5E 2-0-0 oc purlins (3-8-13 max.): 4-6. WEBS 2x4 WW Stud BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be instaAed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1538/0-3-8 (min.0-2-14).8=153810-3-8 (min. 0-2-14) Max Horz2=-91(LC 15) Max Uplift2=-558(LC 6)18=-558(LC 7) Max Grav2=1834(LC 31), 8=1834(LC 31) FORCES. (lb) - Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown_ TOP CHORD 2-3=-4141/1261. 3-12=-3381?987, 4-12=-3303!996, 4-5=-3121/974, 5-6=-31211974. 6-13=-3303/996, 7-13=-33811988, 7-8=-414111262 BOT CHORD 2-11=-118113824, 10-11=-97613456,8-10=-110513824 WEBS 3-11=-879(381, 4-11=-119./659. 5-11 =-7 1 012 99, 5-10=-710/298, 6-10=-119/659, 7-10=-8791382 NOTES - 1) Wind: ASCE 7-16, Vult=139mph (3 -second gust) Vasd=11Omph: TCD L=6.Opst BCDL=6.Opsf; h=25ft; Cat- II; Exp C; Enclosed; MWFRS (envelope) gable end zone, cantilever left and right exposed ; end vertical left and right exposed, Lumber D0L=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate D0L=1 15), Is=1.0, Rough Cat C; Fully Exp., Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20 0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads - 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Qt=1b) 2=558,8=558 9) =558,8=5589) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top andlor bottom chord. LOAD CASE(S) Standard 19.0669 1A03 1Hip ID:Vit?c5juaggnSnTS6ZhlkCyLZ6r-xscPzSmbHo73uNYVIVfGt8miB,l8yOejV _ 3nYyLYzk 11 To; 2 6-4-14 12-0-0 17-2-8 22-9-10 + 29-2-8 _ -2-8 9-0-0r---6-4-14 5-7-2 5-2-8 5-7-2 6-4-14 1-0-0` 5x8 = 4x8 = Scale = 1.52.2 4X10 = 12 11 1U 4xtG = 2x4 11 6x8 = 8-1-2 6x10 = 2x4 II 8-1-2 Plate Offsets (X Y)- [2 0-0-3 Edoei [4:0-3-12,0-1-121, [7 0-0-3,Edge3. [10:0-5-0,Edge]. [11:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -035 11 >978 240 MT20 1691123 (Roof Snow=30.0) I Lumber DOL 1.15 I BC 0.89 I Vert(CT) -0.54 10-11 >643 180 TCDL 10.0 Rep Stress Incr YES i WB 0.46 Horz(CT) 0.18 7 Na nta BCLL 0.0 ' Code IBC20181TP12014 9 Matrix -S Weight 99 lb FT = 20% BCDL- 10:0 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E 2-0-0 oc purlins (3-5-4 max.): 4-5 WEBS 2x4 WW Stud BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 1 Row at midpt 3-11,6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. f REACTIONS. (lb(size) 2=153810-3-8 (min. 0-3-2), 7=1538.10-3-8 (min. 0-3-2) Max Horz 2=-110(LC 11) Max Uplift2=-542(LC 6), 7=-542(LC 7) Max Grav2=2007(LC 31), 7=2007(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-13=-460711109, 3-13=-449211129. 3-4=-33261883. 4-14=-30261880. 5-14=-3026/880, 5-6=-33391886, 6-15=-4491!1131. 7-15=-4606;1110 BOT CHORD 2-12=-1060/4245, 11-12=-1060/4245, 10-11=-70513026, 9-10=-97214245. 7-9=-972x4245 WEBS 3-11=-1289/396,4-11=-82/591, 4-10=-2961295.5-10=-661594,6-10=-12771396 NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph: TCDL=6.0psf; BCDL=6.Opsf; h=25ft, Cat Il; Exp C, Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=30.0 psf (Lura DOL=1.15 Plate DOL=1.15): Is=1.0; Rough Cat C, Fully Exp.; Ce=0.9; Cs=1.00: Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads - 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except {jt=lb) 2=542,7=542- 9) =542,7=542.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. LOAD CASE(S) Standard 190659 j A04 I Hip -4 4x6 = 4x8 = Scale = 1:52.2 4x10 = 3x5 = 'o ,c 3x5 = 4x10 = 5x10 = 3x8 = 8-1-2 4 8-1-2 Plate Offsets (X Y)— [2:0-0-7 Edge] [5:0-2-12.0-2-0], 16:0-3-4,0-0-121, [9:0-0-7, Edge], [12:0-3-8,0-1-8], [13:0-5-0.0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid ( PLATES GRIP TCLL 30.0 Plate Grip DOL 1,15 TC 0.76 Vert(LL) -0.43 11-12 >811 240 IvIT20 1691123 (Roof Snow=30.0) Lumber DOL 1.15 ; BC 0.95 Vert(CT) -0.62 11-12 >560 180 TCDL 10.0 Rep Stress Incr YES ; WB 0.87 Horz(CT) 0.19 9 nta nta Code iBC20181TP12014 Matrix -S bVeight. 106 Ib FT = 20c,o B_CLL 10.0 - 2 l �— � LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-2-0 oc purlins. except BOT CHORD 20 SPF 1650F 1.5E 2-0-0 oc purlins (3-10-9 max.). 5-6. WEBS 2x4 WW Stud BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1538/0-3-8 (min 0-3-7), 9=1538/0-3-8 (min. 0-3-7) Max Horz2=-127(LC 15) Max Uplift2=-523(LC 6), 9=-523(LC 7) Max Grav 2=2180(LC 31), 9=2180(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-15=-520411118, 15-16=-5079/1120, 3-16=-502311127; 3-4=-46541986, 4-5=-33921740; 5-17=-31141(31,6-17=-31141731.6-7=-33761736. 7-8=-46571987,8-18=-502411128, 18-19=-508011121. 9-19=-520511119 BOT CHORD 2-14=-108214822; 13-14=-81113991 12-13=-50813105,11-12=-709/3991-9-11=-981/4823 WEBS 3-14=-6071284,4-14=-921607,4-13=-10681352. 5-13=-1411716,6-13=-241/282: 6-12=-167f720,7-12=-10841354,7-11=-93/612.8-11=-604/284 NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph: TCDL=6.Opsf: BCDL=6.Opsf-, h=25ft, Cat. II; Exp C: Enclosed- MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed-, Lumber DOL=1.33 plate grip DOL=1.33 2) TOLL: ASCE 7-16: Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15): Is=1.0; Rough Cat C: Fully Exp.; Ce=0.9; Cs=1 A0: Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=523.9=523. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 19-0669 1A05 n�1 6 -2 4.00 F12 4x10 28 Scale = 1:50 3 4x8 = 5x10 = 5x10 = 4x8 = !m 0 8-1-2 8-1-2 10-0-1 19-2-7 29-2-5 -- f — 10-0-1 9-2-5 10-0-1 Plate Offsets (X.Y)— [3:0-6-Q Edge] [5:0-6-0. Edge], [8:0-5-0,0-3-41 [9:0-5-0.0-3-4] LOADING (psf} f) �---------_ _ �—A----. SPACING- 2-0-0 CSI. DEFL. in (loc) Ifdefl Ud I PLATES GRIP TOLL Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.27 2-9 ?999 240 ; MT20 1691123 (Roof Snaw=30.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.61 2-9 X564 180 TCDL 10.0 Rep Stress Incr YES I WB 0.76 Horz(CT) 0.13 6 nla n/a BCLL 0.0Code IBC201SITP12014 Matrix -S Weight: 90 Ib FT = 20% BCDL 10.0. �. e _---- LUMBER- BRACING - TOP CHORD 20 SPF 2100F 1_8E "Except' TOP CHORD Sheathed or 2-2-0 oc purlins. TV 20 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. BOT CHORD 2x4 SPF 165OF 1.5E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 WW Stud be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1538/0-3-8 (min. 0-2-7), 6=153810-3-8 (min. 0-2-7) Max Horz 2=-134(LC 11) Max Uplift2=-517(LC 6), 6=-517(LC 7) Max Grav 2= 1 568(LC 17), 6=1568(LC 18) FORCES. (ib) - Max. Comp./Max. Ten- - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-361011048, 3-10=-342611051, 3-4=-30901899. 4-5=-3090/900, 5-1 1=-34261 1 05 1, 6-11=-361011048 BOT CHORD 2-9=-99113359, 8-9=-48912146; 6-8=-88413359 WEBS 4-8=-304!1140, 5-8=-8401451, 4-9=-30411140, 3-9=-8401451 NOTES - 1) Wind: ASCE 7-16. Vult=139mph (3 -second gust) Vasd=110mph: TCDL=6.Opsf. BCDL=6-Opsf, h=25ft, Cat. 11: Exp C, Enclosed; MWFRS (envelope) gable end zone, cantilever left and right exposed - end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=30_0 psf (Lum DOL=1.15 Plate DOL=1 15); Is=1.0, Rough Cat C; Fully Exp., Ce=0.9, Cs=1.00: Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=51716=517- 8) =517.6=5178) This truss is designed in accordance with the 2018 international Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 190669 A06 Common Supported Gable 1 1 � Job Reference (optional) High Plateau Truss, Inc-, Commerce City, CO 80022 3.310 s May 22 2019 MSTek Industries Inc- Thu Nov 7 12:46:28 2019 Page 1 I D: Vit?c5juaggnSnTS6ZhlkCy LZ6r-HgP109g16KIL?80TY3E BaBUoIK2Yh?cFblggSivLYzf 14-74 29-2-8 _ . X30-2& 1-0-0 14-7-4 14-7-4 ---- 1-0-0 Scale = 1:50 3 4.00 12 4X6 = 5x6 0 11 12 13 5X6 ` 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 = 5x6 = 8-1-2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 TCDL 10.0 Rep Stress Incr YES WB 0.10 BCLL 0.0 Code IBC2018/TP12014 Matrix -S BCDL 1 Q -- LUMBER- TOP CHORD 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF 165OF 1.5E OTHERS 2x4 WW Stud DEFL. in (loc) Ildeft Ud j PLATES GRIP Vert(LL) 0.00 22 Wr 120 i I tvIT20 169/123 Vert(CT) 0.00 23 ntr 120 Horz(CT) 0.00 22 n1a nia I Weight: 118 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tviiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - REACTIONS. All bearings 29-2-8. (lb) - Max Horz 2=-134(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 2, 34, 35, 36. 37, 38, 39, 40, 41, 42, 32, 31: 30, 29. 28, 27, 26, 25, 24 except 22=-103(LC 7) Max Grav All reactions 250 Ib or less atjoint(s) 2, 33, 34, 35, 36. 37, 38, 39, 40, 41. 42, 32. 31, 30, 29, 28,27,26,25,24:22 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind. ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph, TCDL=6 Opst BCDL=6.Opsf; h=25ft, Cat. il: Exp C: Enclosed: MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed-, Lumber DOL=1 33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSt1TPI 1-2002 3) TCLL. ASCE 7-16, Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1 15); Is=1.0; Rough Cat C; Fully Exp.. Ce=0.9; Cs=1 00, Ct=1 10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1 00 times flat roof load of 30-0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 2, 34, 35, 36. 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27. 26, 25, 24 except {jt=1b) 22=103- 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSITPI 1. LOAD CASE(S) Standard Job Tru i Trus 19-066 � A075S j Comsmon Structural Gable 3 � � Ply1 ATL. 11681 W 4.00 j 12 6x10 Scale = 1:50-3 4X8 = 5x10 = 5x10 = 4x8 = 8-1-2 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1-15 (Roof Snow --30.0) Lumber DOL 1.15 TCDL 10.0 Rep Stress Incr YES BCLL 0.0 ' Code IBC20181TP12014 BGDL_-- BRACING - LUMBER- TOP CHORD TOP CHORD 2x4 SPF 2100F 1.8E `Except' Ti: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 165OF 1.5E WEBS 2x4 WW Stud OTHERS 2x4 WW Stud 8-1-2 Im 6 CSI. DEFL. i in (loc) Vdefl L/d I PLATES GRIP TC 0.89 Vert(LL) 0.27 2-9 >999 240 MT20 169/123 BC 0.86 Vert(CT) -0.61 2-9 >564 180 WB 0.76 Horz(CT) 0.13 6 n.1a n1a Matnx-S Weight 135 Ib FT = 20% BRACING - TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2=153810-3-8 (min 0-2-7), 6=1538'0-3-8 (min. 0-2-7) Max Horz 2=-134(LC 11) Max Uplift2=-517(LC 6), 6=-517(LC 7) Max Grav 2= 1 568(LC 17), 6=1568(LC 18) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-55=-361011048, 3-55=-342611051, 3-4=-30901899. 4-5=-3090?900, 5-56=-342611051; 6-56=-361011048 BOT CHORD 2-9=-991/3359, 8-9=-48912146- 6-8=-88413359 WEBS 4-8=-304t1140, 5-8=-840/451, 4-9=-304/1140, 3-9=-8401451 NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf, BCDL=6 Opsf; h=25ft, Cat. Il; Exp C, Enclosed; MWFRS (envelope) gable end zone: cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1 33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1-2002. 3) TCLL ASCE 7-16; Pf=30.0 psf (Lura DOL=1.15 Plate DOL=1-15), Is=1-0; Rough Cat C; Fully Exp., Ce=0.9; Cs=1.00: Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1-00 times flat roof load of 30 0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 h4T20 unless otherwise indicated 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members - 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=517. 6=51T 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 - LOAD CASE(S) Standard 1 W 44th Ave. 19-0669 ;Jol 1Jack-Closed 116 1 8-1-2 -1-0-0 --- -- 4-3- - — 1-0-00 i 4-3-22 3-8-18-14 2x4 11 Scale = 1:18.4 4 5 3x4 = 3x8 = 6 8-1-2 8-1-2 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.18 2-7 >493 240 (Roof Snow -30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0 37 2-7 >247 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 7 nla nta BCLL 0.0 Code IBC20181TP12014 ( Matrix -P BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1 5E TOP CHORD BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD WEBS 2x4 WW Stud REACTIONS. (lb!size) 7=400!Mechanical, 2=47710-3-8 (min 0-1-8) Max Horz 2=182(LC 9) Max Uplift7=-150(LC 6); 2=-204(LC 6) Max Grav7=552(LC 17), 2=619(LC 17) FORCES. (lb) - Max- CompAAax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8281266 BOT CHORD 2-7=-2901719 WEBS 3-7=-7671346 PLATES GRIP MT20 1691123 Weight 26 Ib FT = 20% Sheathed or 6-0-0 oc purlins: except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with Stabilizer Installation guide _ —_ _ _ NOTES - 1) Wind_ ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opst BCDL=6.0psf. h=25ft; Cat- 11. Exp C, Enclosed: MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL ASCE 7-16, Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15): Is=1-0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1 00; Ct=1 10 3) Unbalanced snow loads have been considered for this design - 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1-00 times flat roof load of 30 0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 7=150,2=204. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 11681 190669 J02 iJack-Open 18 IM Anf.-n lnnt-11 8-1-2 8-1-2 ID-VB7c5juaggnSnTS6ZhlkCyLZ6r-AbfpsXtE9ZFn W!E_Vnl -1-0-0 1-10-15 ~ 1-0-0 1-10-15 T LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.15 (Roof Snow=30.0) Lumber DOL 1.15 TCDL 10.0 Rep Stress Incr YES BCLL 0.0 Code IBC2018t7Pi2014 _BCDL 10.0 Vert(CT) -0.00 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E SOT CHORD 2x4 SPF 1650F 1.5E 8-1-2 8-8-8 1-10-15 eSuxQadgArv'4,h2bW yL Scale = 17.6 C51. DEFL in (loe) b'defl LJd PLATES GRIP TC 0.09 Vert(LL) -0.00 2 X999 240 i MT20 197/144 BC 0.02 Vert(CT) -0.00 2-4 ?999 180 WB 0.00 Horz(CT) -0.00 3 nla n./a Matrix -P Weight: 6 Ib FT = 20% BRACING - TOP CHORD Sheathed or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection. in accordance with Stabilizer Installation guide. REACTIONS. (Iblsize) 3=521Mechanical, 2=1 981 0-3-8 (min Max Horz 2=64(LC 6) Max Uplift3=-39(LC 10), 2=-117(LC 6) Max Grav3=71(LC 17), 2=263(LC 17), 4=37(LC 0-1-8). 4=19fMechanical FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (ib) or less except when shown. NOTES - 1) Wind: ASCE 7-16, Vuft=139mph (3 -second gust) Vasd=110mph, TCDL=6 Opsf, BCDL=6.Opsf; h=25ft; Cat. Ili Exp C, Enclosed: MWFRS (envelope) gable end zone; cantilever left and right exposed , end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL. ASCE 7-16; Pf=30.0 psf (Lum DOL=1 15 Plate DOL=1.15), Is=1.0; Rough Cat C; Fully Exp., Ce=0.9; Cs=1.00 Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 100 times flat roof load of 30 0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=1b) 2=117. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI LOAD CASE(S) Standard 19-0659 IJ03 8-1-2 -6_nZHCvUhAV Vj3tcv4!,boSkIJ14k5kg8ZGA99PVL 8-1-2 8-1-2 9-4-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 (Roof Snow=30.0) Lumber DOL 1.15 BC 011 10.0 Rep Stress Incr YES WB 0.00 BCDL 0.0 Code IBC201BITP12014 Matrix -P BCDL 10.0 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 165OF 1.5E DEFL. in (loc) 11defl Lfd Vert(LL) -0.01 2-4 >999 240 Vert(CT) -0.02 2-4 >999 180 HOrz(CT) -0.00 3 nta nfa Scale = 1 10 9 PLATES GRIP MT20 197/144 Weight 10 Ib FT = 20% BRACING - TOP CHORD Sheathed or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with Stabilizer Installation guide__ REACTIONS. (lb/size) 3=1341tviechanical, 2=29110-3-8 (min. 0-1-8), 4=37/Mechanical Max Horz2=102(LC 6) Max Uplift3=-94(LC 10). 2=-142(LC 6) Max Grav3=196(LC 17), 2=409(LC 17), 4=74(LC 5) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown- NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf, BCDL=6.Opsf. h=25ft; Cat. II; Exp C. Enclosed, MWFRS (envelope) gable end zone, cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL. ASCE 7-16, Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1 15); Is=1.0: Rough Cat C: Fully Exp.; Ce=0.9, Cs=1.00- Ct=1 10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30 0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=1b) 2=142. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 19-4669 Jack -Open 8-1-2 sgP� Ag8NLg6vHCWW1CryL' 8-1-2 8-1-2 10-0.8 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.15 (Roof Snow --30.0) Lumber DOL 1.15 TCDL 10.0 Rep Stress Incr YES BCLL 0.0 ' ann Code IBG20181TPI2014 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E Scale= 1 14.2 m � N i CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TC 0.82 Vert(LL) -0.06 2-4 >999 240 i MT20 1971144 BC 0.28 Vert(CT) -0.12 2-4 >578 180 WB 0.00 HorzCT ( ) -0.00 3 nla nfa Weight 15 Ib FT = 20%Matrix-P V BRACING - TOP CHORD Sheathed or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing—� be installed during truss erection. in accordance with Stabilizer Installation guide _ REACTIONS. (lb/size) 3=2197h1echanical, 2=38610-3-8 (min. 0-1-8), 4=57/Mechanical Max Horz 2=142(LC 6) Max Uplift3=-151(LC 10), 2=-167(LC 6) Max Grav3=321(LC 17), 2=540(LC 17); 4=114(LC 5) FORCES. (lb) - Max. Comp.11-9ax Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33 2) TCLL: ASCE 7-16: Pf=30.0 psf (Lum DOL=1 15 Plate DOL=1.15); Is=1-0; Rough Cat C, Fully Exp-, Ce=0.9, Cs=100 Ct=1 10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads - 6) " This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 %vide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 3=1151,2=167. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard 19-0669 I JC01 Diagonal Hip Girder 14 1 1 I Job Reference 8-1-2 f1l Scale = 1:20.4 3x4 II 5 6 8-1-2 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.15 (Roof Snow --30.0) Lumber DOL 1.15 TCDL 10-0 Rep Stress Incr NO BCLL 0.0 Code IBC2018TP12014 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud 8-1-2 CSI. DEFL- in (loc) I/deft Ltd PLATES GRIP TC 0.36 Vert(LL) -0.09 10 >999 240 MT20 1691123 BC 0.48 ( Vert(CT) -0.13 10 >987 180 WB 0.69 I Horz(CT) 0.03 8 Na nta Matrix -S Weight 39 ib FT = 20% BRACING - TOP CHORD Sheathed or 4-5-4 oc purlins: except end verticals BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing recommends that Stabilizers and required cross bracing �MiTek be installed during truss erection. in accordance with Stabilizer installation guide REACTIONS. (lblsize) 8=1012110echanical, 2=87410-4-9 (min. 0-1-8) Max Horz2=151(LC 7) Max Upiift8=-303(LC 10), 2=-352(LC 6) Max Grav8=1071(LC 17), 2=923(LC 17) FORCES. (Ib) - Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-22581622. 11-12=-22091623, 3-12=-2201/628, 3-13=-14941439. 4-13=-14011432 BOT CHORD 2-15=-65812141. 10-15=-658!2141, 10-16=-65812141, 9-16=-658i2141, 9-17=448.+1413; 8-17=-448!1413 WEBS 3-9=-7651243.4-9=-3.%375.4-8=-1574?510 NOTES - 1) Wind: ASCE 7-16; Vult=139mph (3 -second gust) Vasd=110mph, TCDL=6-0psf: BCDL=6.Opsf: h=25ft, Cat. IL Exp C. Enclosed: MWFRS (envelope) gable end zone; cantilever left and right exposed : end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL ASCE 7-16, Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1,15); Is=1.0', Rough Cat C; Fully Exp., Ce=0.9'1 Cs=1 00, Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of nun roof live load of 20.0 psf or 1 AO times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (jt=1b) 8=303,2=352. 9) This truss is designed in accordance with the 2018 international Building Code section 2306.1 and referenced standard ANSIITPI 1 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ib down and 41 Ib up at 2-9-8, 96 lb down and 41 ib up at 2-9-8, 142 Ib down and 102 lb up at 5-7-7, 142 Ib down and 102 Ib up at 5-7-7, and 268 Ib down and 167 Ib up at 8-5-6, and 268 Ib down and 167 ib up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 Ib down at 2-9-8. 20 Ib down at 5-7-7, 20 lb down at 5-7-7, and 57 Ib down at 8-5-6, and 57 ib down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 19-0669 Diagonal Hip Girder ID-Vit?c5juaggn SnTS6ZhlkCv LZ6r-XZSfv ExN_5u3aXc BaSvl RSLFJyDbl,: eeafEGpGkv L LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-80, 5-6=-80, 2-7=-20 Concentrated Loads (lb) Vert: 13=-166(F=-83, B=-83) 14=-417(F=-208, 8=-208) 16=-17(F=-9, B=-9) 17=-57(F=-29, B=-29) REI LAB Reservoirs Environmental, Inc. October 11, 2019 John Graham Element Building Sciences 8670 Wolff Ct. Suite 140 Westminster CO 80031 Dear John, Subcontractor Number: Laboratory Report: Project #/P.O. #: Project Description: RES 447035-1 19-1060 Budd Apt. Complex OXNEWN 00 Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 447035-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Anare. Roberts For Jeanne Spencer President RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt, Complex October 11, 2019 EPA 600/R•931116 • Short Report, Bulk Rush October 11, 2019 Ertecfve Ap I2 7-018 Q.QAQC•.LA1Reservo!r< Eavironmenta! QA "anuaLdoc ND=None Detected TR=Trace. <1% Visual Estimate Trem'ACt=Tremolite'Actinolite Client Sample Number L A Sub Y Physical Part E Description R (%)(%) Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components (%) Non - Fibrous Components (%) C A Gray/white paint 6 ND 0 100 B Off white texture 9 Chrysotile 3 0 97 C Whiteltan drywall 85 ND 20 80 2W Not Analyzed per Client Request. 3W Not Analyzed per Client Request. 1 W Not Analyzed per Client Request. 5C Not Analyzed per Client Request. 6W Not Analyzed per Client Request. 7C Not Analyzed per Client Request. 8W Not Analyzed per Client Request. 9W Not Analyzed per Client Request. TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <110. P 303.364.1986 F 302-47.7-427? 5.801 Loaan Street. Sane 190, benver. CO 80216 Page i Of, https://atirestoration.lightning.force.com/lightning/r/ATI_Job_c/a770g000000gP3MAAU/view 2/8 El, tonleil E -mental QA -Ftanuai RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896.0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt, Complex October 11, 2019 EPA 600/R-931116 - Short Report, Bulk Rush October 11, 2019 Effective April2 201E QSQAQC'IAB Reservoirs Environmentai QA Manual doc E ND=None Detected i ETR=Trace, <1qb Visual Estimate ITremrACt=Tremolite`Actinolite j Client Sample Number L A Sub Y Physical Part E Description R Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 10JC A Gray/off white charred paint 5 ND 0 100 B White tape 8 ND 95 5 C Off white compound 12 Chrysotile 3 0 97 D Off white joint compound 15 Chrysotile 3 0 97 E White/tan drywall 60 ND 25 75 i 1 JC Not Analyzed per Client Request. 12JC A Off white joint compound 4 Chrysotile 3 0 97 B Gray/multi-colored paint 7 ND 0 100 C White tape 7 ND 95 5 D Off white compound 12 Chrysotile 3 0 97 E Off whiteltan drywall 70 ND 25 75 13JC Not Analyzed per Client Request. TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P303-964-1986 F 363-477-3275 5831 Lon, S'ret 5�ite'S Ce^ e 0 202°6 1 -865 -REST -ENV re0ao Corr hftps:Hatirestoration.lightning.force.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 3/8 Reservoirs Environmental Inc Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number 1 P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035-1 Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 600/R-93/116 - Short Report, Bulk Rush October 11, 2019 Effective April 21 2012 C.'.QAQC+AE',ReservoUs Environmental QA Manual doc ND=None Detected TR=Trace, <106 Visual Estimate 4 Trem `Act=Tremolite'Actlnolite Client Sample Number L A Sub Y Physical Part E Description Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 14JC A Tan paint 4 NO 0 100 B Off white joint compound 6 Chrysotile 3 0 97 C White tape 10 NO 95 5 D Off white compound 15 Chrysotile 3 0 97 E White/tan drywall 65 NO 25 75 15JC Not Analyzed per Client Request. 16JC A Off white compound 5 Chrysotile 3 0 97 B Tan/gray wall paper 10 NO 90 10 C White/tan drywall 85 NO 20 80 17JC Not Analyzed per Client Request. 18F A Off white adhesive 7 NO 0 100 B Gray leveling compound 30 NO 0 100 C Brown?black flooring 63 NO 2 98 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. a 3s39od-1986 5809 Looan Street, Sw!e 400 Qenve, C_ 80216 1-3,66-RESI-ENV ... �.,.'e3°�v'iT, https://atirestoration.lightning.force.com/lightning/rIATI_Job_c/a77Og000000gP3MAAU/view 4/8 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896.0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number! P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt, Complex October 11, 2019 EPA 600/R-931116 - Short Report, Bulk Rush October 11, 2019 E�eii,we Aartl _' 201e Q'�QAQCIABIReservvrsEr:.r,-ar,[a=Q.;va%3a do, ND=None Detected QTR=Trace. <110 Visual Estimate j ITrem Act=Tremolite'Actlnolite Client Sample Number L A Sub Y Physical Part E Description Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components '9F A Brown/black flooring w/ colorless adhesive 50 NO 2 98 B Grayiblack flooring w/ colorless adhesive 50 NO 7 93 2 :f" A Tan grout 8 NO 0 100 B Gray granular cementitious material 12 NO 0 100 C Brownioff white ceramic tile 80 NO 0 100 21 `' A Tan grout 6 NO 0 100 B White granular material 9 NO 0 100 C Brown/off white ceramic tile 85 NO 0 100 22F A Off white adhesive 15 NO 0 100 B Gray/multi-colored sheet vinyl w/ gray fibrous backing 85 NO 30 70 material 23F A Off white adhesive 15 NO 0 100 B Gray/multi-colored sheet vinyl wl gray fibrous backing 85 NO 25 75 material TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. 303-S5i-?995 P 303.97:'-3271 5801 Loaar, Sueet B4,!e !N Denver CC 8Q2 =`0 Pa^e 9 " i -256 -REST -ENV refac corn hftps://atirestoration.lightning.force.com/lightning/r/ATI_Job_c/a770g000000gP3MAAU/view 5/8 a:e%ca 1 Env o,,v,entai r9- Raee^:e El' �elr'ama. Q- Manua RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/ P.O. Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 447035.1 Element Building Sciences 19.1060 Budd Apt. Complex October 11, 2019 EPA 6001R-931116 - Short Report, Bulk Rush October 11, 2019 EBecme Av i 2. _'01 & 3 Q'-QCLAE,Re rva±ra Er: rcamerta! CA klanuai doe �ND=None Detected TR=Trace <IN Visual Estimate Trem�'ACt=TremolitetActinolite i Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R (%) (%) (%) 6/D� 241 A Gray charred insulation 100 ND 85 15 251 A Gray charred insulation 100 ND 85 15 26R A Black/white fibrous woven material 10 ND 90 10 B Black/multi-colored shingle wt black tar 90 ND 15 85 27R A White fibrous material 5 ND 95 5 B Black/muiti•colored shingle w! black tar 95 ND 15 85 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. R 303-964-1986 F 303.97'-4275 5301 Loan Street, Suite 100 Denver CC 34216 Raoe 5 G' ; Wr7">_w Rows Analyst,' Data OA 1-356-RESI-Eh'.' e,',34. CCT. hftps:Hatirestoration.lightning.force.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 6/8 M O V U) W N ®O W a rr Q Z = gT O J W �I #I � o) od T N Y J Q 2 Q O w F N W W W W S310N N3H10 MO S1VIlINI Sd131dWVS aige-A-u0N aO al4es4 uotte:I;,:,anp uo ieO-ykluso; •,, M2ne Jo de.j mons plow Ietuawuonnu3 Jo 1Vl 'uapJngo+e JewO r uo1W34ijuer,O Jo -t+ ellaumeal C J uoxle3puen0 Jo -l+ le6un j e,Jalaeg O i0 A V .a ,u. WrOO a.eld O�QOJaV 4V AOJO IetgwDIW ffi O 'a K e 0 r Sa , iw0 a,oJ,O asealdi J IBM WO;S > uo�;eOTluerO JO -/+ Su:aOP,O0 JO/pue 1100 3 � v UogeoylluenO � C O goo � � LL Z c n m . a F SSI H13A SOINVOtIO 3 5 v r Q � W41 z v� aigeiiOsay Ie141 - Isna C ? G d Z O NHSO 600VL bOOVl WOd s ° U D J Z Q,f ry 4 �W w rx OPOO x1J;vv% as .ep enG coda; Buo-. 'iuna-D luiod iJodaJ iJquS W1d AW I� w a y C� a co a ® u �p E � e eu z a? UJ d `s V In q CCc= _ c cs x � .2 N 7 L IX w _> _ I�7 0 N N Jf lY n - F om c 2 i a a - m v a > v J p, y O o Z N n C N JCL a o S `m W o 4"4 N J 1, t` W ca ° m LL m a� m p 0:c g' o 0 a U. W c mV U. Q C u a s' LL W a n� O y-, r i� W 0 Z _ a I C„ 1 C 7 Rt v N Cy Im C O c 060 O 2 C0 o City W ` c M (7 E- a CD W nm 4) a WW _j n Cc) �S c 0.l T N Y J Q 2 Q O w F N W W W W S310N N3H10 MO S1VIlINI Sd131dWVS aige-A-u0N aO al4es4 uotte:I;,:,anp uo ieO-ykluso; •,, M2ne Jo de.j mons plow Ietuawuonnu3 Jo 1Vl 'uapJngo+e JewO r uo1W34ijuer,O Jo -t+ ellaumeal C J uoxle3puen0 Jo -l+ le6un j e,Jalaeg O i0 A V .a ,u. WrOO a.eld O�QOJaV 4V AOJO IetgwDIW ffi O 'a K e 0 r Sa , iw0 a,oJ,O asealdi J IBM WO;S > uo�;eOTluerO JO -/+ Su:aOP,O0 JO/pue 1100 3 " .. o UogeoylluenO � C ;C •J+ JaiOego,.4dwvO 'snalne S 'euaiss- 'LH L910 goo � 1100 3 el+auowleS luM3 aietd OIgOJ8v :sua6O avd W c p c n m . a >E SSI H13A SOINVOtIO 3 5 v r Nn umSslejew awnj6Ulp:&yi d' --I S vd � O v� aigeiiOsay Ie141 - Isna C ? G d Z O NHSO 600VL bOOVl WOd s ° [� D J SJOUIe;UO3 Q,f ry 4 OPOO x1J;vv% as .ep enG coda; Buo-. 'iuna-D luiod iJodaJ iJquS W1d AW A T ai Q N a n eaJV ! (1) own,OA QjdLU9S O zo c T N Y J Q 2 Q O w F N W W W W S310N N3H10 MO S1VIlINI Sd131dWVS aige-A-u0N aO al4es4 uotte:I;,:,anp uo ieO-ykluso; •,, M2ne Jo de.j mons plow Ietuawuonnu3 Jo 1Vl 'uapJngo+e JewO r uo1W34ijuer,O Jo -t+ ellaumeal C J uoxle3puen0 Jo -l+ le6un j e,Jalaeg O i0 A V .a ,u. WrOO a.eld O�QOJaV 4V AOJO IetgwDIW ffi O 'a K e 0 r Sa , iw0 a,oJ,O asealdi J IBM WO;S > uo�;eOTluerO JO -/+ Su:aOP,O0 JO/pue 1100 3 " .. o UogeoylluenO � C ;C •J+ JaiOego,.4dwvO 'snalne S 'euaiss- 'LH L910 goo _ 1100 3 el+auowleS luM3 aietd OIgOJ8v :sua6O avd W >E SSI H13A SOINVOtIO v r Nn umSslejew awnj6Ulp:&yi d' --I S vd b isDaif.IeuN S1V13W v aigeiiOsay Ie141 - Isna C ? G d Z E > NHSO 600VL bOOVl WOd s ° � N ti 0_ A sda, marpul•OSt 3en-01OIi"4 tuenO.luJaS luen0 y�y g iisng io �Ine aIv� -;+ OSI 'ZOVL it Ianal'VM-Ja.iw • W31 as .ep enG coda; Buo-. 'iuna-D luiod iJodaJ iJquS W1d AW A T T w C g v M � ...s goo W d b CL �L C ? G d Z a } N D M` � N ti 0_ A Q y�y g m i AW ai Q N a n ac O zo c h vi � � C _ Ix = x � .2 R IX to WR g< O O N— O J) _ 0 N N Jf lY - F t O a 0 -- to m a > v J p, y O v c N n C N JCL a o J o 4"4 N J ca ° m m m a� m p 0:c g' o 0 a m g W c mV 0 O .ai G4 Q C u 2 um LL 0 1. W a I T M ...s o �.� E 11111 N $ �a 7 � N ti 0_ A Q y�y g i E a E 1 'S- c p p, �1 O d n C N JCL a 4"4 N J ia m m e 2CL of ;S31ON t13Hi01l0 SlVUINI S.a3ldV4VS o e1Qe+AKWt3 m OWA 'uogeoypuelO LU ,uoriV: fluaPI '-da :-#ne io dell a -ds :PIoW f �� KlAAWk oAlnu3 m lY1 'u9WIgO9 38410 O u4 "que"o Jo 4+ w5w j 'e -me JC Z z o O - __ -- J N I _ SSA (WO "0 -gold} JBte,M al 0 t? ZuC4leoyltuen0 w -N. :tea Jodwe Raz 3 � Q - --.� uagexanueni� AC W 1+ mpvQo14deS'snGffm S'eualsll'LH1S:0 � �a-3 'esauougeS 'iuf+o;J ateld ��waY su8Ba4ied LU - SS.L'Hi3W - S31NVDHO ul ueoS slesapd 'awn j BupjaA,1 'di3S 'B YL32i i LU (ssat/�st � SlY13W - `r a ft"AdsoH lelog - isno m LL_ E VHSO 'Eoo>L 'r©Q:L - M►Od sdwd PW Pul'OSi 'x rtuo±W luenG-waS i X Q a d J WOO luWd 'U-%' &-I iJez'45 � Wld +-.'".'.`�. ._ •�.. a sJeuleiu00 # J u u n eo ` w apoo xple W Mg d esiv swnICA elduleS ;S31ON t13Hi01l0 SlVUINI S.a3ldV4VS e1Qe+AKWt3 m OWA 'uogeoypuelO ,uoriV: fluaPI '-da :-#ne io dell a -ds :PIoW f KlAAWk oAlnu3 m lY1 'u9WIgO9 38410 I '. u4 "que"o Jo 4+ w5w j 'e -me JC 011 afield 7tQaJatl : y1woJ0 K1QoJ*IW O - __ -- J N I _ SSA (WO "0 -gold} JBte,M al 0 t? ZuC4leoyltuen0 w -N. :tea Jodwe Raz 3 � Q - --.� uagexanueni� AC W 1+ mpvQo14deS'snGffm S'eualsll'LH1S:0 � �a-3 'esauougeS 'iuf+o;J ateld ��waY su8Ba4ied LU - SS.L'Hi3W - S31NVDHO ul ueoS slesapd 'awn j BupjaA,1 'di3S 'B YL32i i (ssat/�st � SlY13W - `r a ft"AdsoH lelog - isno E VHSO 'Eoo>L 'r©Q:L - M►Od sdwd PW Pul'OSi 'x rtuo±W luenG-waS 'OSI 'ZODL 'II Canal `Y113HV W31 ------'- WOO luWd 'U-%' &-I iJez'45 � Wld +-.'".'.`�. ._ •�.. a Mg cn c_ ` r N P'1 'tT to SO r -I co _ VJ �'-1 Q American Technologies ATMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T: 800-400-9353 1 F: 303-532-8101 httl):,','NNN,,-NN-.ATIrestoratioii.coiii Insured: Elizabeth Budd Trust Propem,: 11681 XV 44th Ave Claim Number: Date of Loss: Date Inspected: Price List: Estimate: N vVestininster. CO 80030 Policy Number: C OD E 8 X—'NOV 19 Restoratioii,'Sei-v-ice/Reiiiodet BUDD—JOHN Dear Elizabeth Budd Trust: Date Received: Tyi)e of Loss: Date Entered: 11/6/2019 4:20 PM Thank- you for giving American Technologies. Inc. (ATI) the opportunity to provide an estimate for repairs to your propert.y arising from a loss that occurred on or about. We look forward to working with you on this restoration project. The work to be performed by ATI includes only those items that were visible at the time of the inspection. All items not expressly iucluded are outside ATI's scope of work and will not be completed by ATI. Also, all materials in this estimate are for those of similar quality to those damaged at your property. ATI recormnends that you carefully review this estimate to ensure you are familiar with the work to be performed and any limitations in ATI's scope of -,xork-- If a work order is signed and we commence work at the property it is possible that latent damages will be discovered or you may decide to select materials or operations that differ from this estimate. In that case we will prepare an additional estimate and/or change order. If you have any questions about these repairs or wish to speak to us about additional work at your property please contact me at or ( or at . Best regards, I- �An American Technolog- AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80112 T: 800-400-9353 F: 303-532-8101 http:�f'N','N-,rNv,.ATIrestoratioii.com BUDD-JOHN- Total Building Main Level Bldg 1 1683 DESCRIPTION Genes -al Conditions Height: 15" 8"" QTY UNIT PRICE TOTAL 1. Commercial Supervision / Project Management - per hour IWOO HR (,-i 67.24 = 6.724.00 20 hours per month 2. Replace Teinpora*, fencing - 5-8 months (per month) 326.00 LF Ca, 0.94 = 306.44 3. Replace Temporary toilet (per month) 1.00 MO Ca 177.11 = 177.11 4. Replace Temporary power usage (per month) 6.00 MO Cd- 114.40 = 686.40 5. Replace Temporary power - overhead hook-up 1.00 EA C 480.28 = 480.28 6. Replace Meter base -_00 amp 1.00 EA C,�,, 311.02 = 311.02 Temp power assembly T Replace Meter mast weatherhead for overhead power - 3" 1.00 EA Cq, 351.70 = 351.70 Temp power assembly S. Replace Bonding: Grounding clamp 1.00 EA rg- 4.09 = 4.09 Temp power assembly - 9. Replace Grounding rod - copper clad with clamp. S' 1.00 EA Ca, 102.29 = 102.29 Temp power assembly 10. Replace 6" x 6" square wood post (3 BF per LF) 12.00 LF C; 9.32 = 111.84 Post for temp power mount 11. Replace Electrician - per hour 4.00 HR C&. 95.03 = 380.12 Required to locate and set post 12. Replace Generator temporary power cable (per week) 48.00 WK Ck 79.95 = 3.837.60 Zea for 2 separate power distribution boxes 13. Replace Power distribution box (per week-) 12.00 MN Ca,,, 140.00 = 1.680.00 2 ea for 6 months 14. Dumpster load - Approx. 30 yards. 5-7 tons of debris 6.00 EA Ciy 536.64 = 3.219.84 15. General Demolition - per hour 120.00 HR Ca 48.04 = 5,764.80 Daily and final grounds clean-up 16. Replace Plumber - per hour 8.00 HR C 119.03 = 95124 Labor to drain plumbing and winterize building 17. Replace Gate valve -1" 1.00 EA Ca 48.17 = 48.17 Install gate valve for compressor attachment 18. Replace Boiler unit - flush and recharge 1.00 EA 232.22 = 232.22 19. Clean boiler unit 1.00 EA Ca;, 91.24 = 91.24 20. Replace Gas Pressure test 1.00 EA C& 650.00 = 650.00 1. Install Taxes, insurance, permits & fees (Bid Item) 1.00 EA Ca, AS INCURRED BUDD-JOHN Page: 2 n American Technolog,,,-, A AMERICA' 1 TECHNOLOGIES, INC. 13300 James E Casey Ave.. Suite 400 Englewood. CO 80 112 t T:800-400-9353 � F: 303-532-8101 http: , Nvx,,iN,.ATh-estoration.com Utility Closet DESCRIPTION No work included in this room Roof Rooff DESCRIPTION Height: Sloped QTY UNIT PRICE TOTAL QTY UNIT PRICE TOTAL 22. Replace Ice & water barrier 723.91 SF Ca,, 2.08 = 1.505,75 13. Replace Laminated - comp. shingle rfg. - w% felt 29.33 SQ Ca, 295.83 = 8.676.69 24. Replace Drip edge 241.31 LF Ca,' 2.65 = 639.47 15. Replace Ridge cap - composition shingles 57.18 LF (S-� 4.92 = 281.33 26. Replace Flashing - pipe jack- 12.00 EA Ca.- 47.83 = 573.96 27. Replace Exhaust cap - through roof - up to 4" 6.00 EA (ii, 86.17 = 517.02 2S. Replace Roof vent - turtle type - Metal 13.00 EA .ii 65.67 = 853.71 1155 of total roof area requires venting per IRC 2015. (Total SF* 11155}11`1.5= 12.51 sqft of required ventable area. Each turtle vent is approx. 1.5 square. Roof will require 13 vents Hangers as plate to frame connections at each rafter, ridge board and hip framing, mansard connection clips BUDD-JOHIN 29. Prime & paint roof vent 15.00 EA n 27.64 = 414.60 Shed Roof DESCRIPTION This roof is to remain Roof Framing QTY UNIT PRICE TOTAL DESCRIPTION QTY UNIT PRICE TOTAL 30. Replace Truss - 4,112 slope 1,350.00 LF Ca,, 7.57 = 10,219.50 31. Replace Truss - 4/ 12 slope - heavy loading 90.00 LF (- 7.80 = 702.00 Additional truss at party xvrail locations for backing for fire separations 32. Replace Hip or roof 4/12 slope (hip/ridge length) 88.00 LF C& 57.00 = 5.016.00 33. Replace Sheathing - additional cost for H -clips 2.944.61 SF Cir, 0.08 = 235.57 34. Replace Sheathing - plywood - 1/2" CDX 2.944.61 SF C& 1.62 = 4.770.27 35. Replace Framing hanger 261.00 EA Cc& 11.37 = 2.967.57 Hangers as plate to frame connections at each rafter, ridge board and hip framing, mansard connection clips BUDD-JOHIN I 1 /2 1/2019 Page: 3 American Technologies AMERICAN TECHNOLOGIES. INTC. 13300 James E Casev Ave, Suite 400 Englewood. CO 80 112 T:800-400-9353 F: 303-532-8101 http:l,,,'NN,NNr,v%,-.ATIrestoratioii.com CONTINITED - Roof Framing DESCRIPTION QTY UNIT PRICE TOTAL 36. Replace 2" x 4" lumber (.667 BF per LF) 234.00 LF Ca, 2.23 = 52'1.82 Truss blocking at top plate 37. Replace 2" x 6" lumber 0 BF per LF) 148.80 LF Civ 2.58 = 383.90 Ridge blocking and ridge boards at hips 38. Replace 2" x 4" x 12'#-! & better Fir."Larch (material only) 87.00 EAS 5.88 = 511.56 Mansard framing lumber 39. Replace Carpenter - General Framer - per hour 240.00 HR (4:, 69.39 = 16,653.60 Required supplemental labor for hand loading, plumb and line, mansard framing unit 1 Main Level Main Level DESCRIPTION QTY UNIT PRICE TOTAL Gross Scope items that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 40. Deodorize building - Hot thermal fog 5.568.00 CF C& 0.07 = 389.76 41. Seal stud wall for odor control 1,547,67 SF Ca 0.68 = 1,052.42 42. Seal floor or ceiling joist system 629.86 SF Ca �, 0.95 = 598.37 43. Seal stud wall for odor control (anti -microbial coating) 2.177.53 SF C& 2.02 = 4.398.61 44. Replace Batt insulation - 4" - R13 - unlaced batt 954.00 SF 0.75 = 715.50 45. Replace Blown -in insulation - 14" depth - R38 629.86 SF Ca 1.34 = 844.01 46. Replace 518" drywall - hung. taped. floated. ready for paint 1.583.86 SF C 2.22 = 3.516.17 47. Replace 111)�" drywall - hung, taped, floated. ready for paint 1.187.33 SF Cq� 2.15 = 22,552.76 48. Seal/prime then paint the -walls and ceiling twice Q coats) 2,771.19 SF C. 1.01 = 2.798.90 49. Replace Rewire -average residence - copper wiring 629.86 SF Ca 3.16 = 1.990.36 SO. R&R Breaker panel - 70 amp w/arc fault breakers 1.00 EA Ca, 1.025. 19 = 1,025.19 51. R&R Outlet 14.00 EA Cd 18.45 = 258,30 52. R&R Switch 7.00 EA Ca; 18.77 = 131.39 53. R&R Ground fault interrupter (GFI) outlet 3.00 EA @. 33.00 = 99.00 54. R&R Circuit breaker - bolt -on - 3 pole. 70 to 100 amp 1.00 EA @ 290.68 = 290.68 55. R&R Trunk cable - aluminum - 4 wire #4 50.00 LF Ca, 8.38 = 419.00 Main to sen -ice disconnect 56. R&R Junction box 4.00 EA Cd 118.72 = 474.88 BUDD-JOILN, 11 21 '2019 Page: 4 SAA n American Technologi., AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T: 800-400-9353! F: 303-532-8101 http:i';'-,,,,NNPNi-.ATIrestoratioil.com CONTINUED - Main Level DESCRIPTION Required at service mounted lights QTY t ANIT PRICE TOTAL 57. R&RDrainVent line - ABS pipe with fitting and hanger, 2" 36.00 LF Ca-, 13.56 = 155.16 New rent lines throw -71i roof 25.78 SF C` 4.15 = 106.99 Approx l6 per fixture on Ist level and approx 12' per fixture on second level 25.78 SF {a 0.81 = 10.88 58. Replace Coaxial TV cable 200.00 LF @ 1.25 = 250.00 59. Replace Phone low voltage copper wiring 200.00 LF C' 1.03 = 206.00 60. R& -R Phone/low voltage outlet rough -in 3.00 EA Ca', 52.34 = 157.02 Bathroom Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 61. Replace 1/4" Cement board 25.78 SF C` 4.15 = 106.99 621. Replace Embossing leveler for vinyl flooring 25.78 SF {a 0.81 = 10.88 63. Replace Ceramic tile - Standard grade 25.78 SF 10.42 = 268.63 64. Tilelstone sealer 25.78 SF 0,90- 23.20 65. Replace Interior door unit 1.00 E A 191.57 = 191.57 66. Replace Door knob - interior 1.00 EA `c -i 42.40 = 42.40 67. Paint door slab only - " coats (per side) 1.00 EA F-1 28.63- 2S.63 68. Paint door or window opening - 2 coats (per side) 1.00 EA,rz, 23.82 = 23,82 69. Replace Cabinet knob or pull 2.00 EA (,, 8.01 = 16.021 70. Replace Vanity 2.00 LF Ca 170.11 = 340.22 71. Replace Countertop - post formed plastic laminate 2.00 LF Ca, 42.77 = 85.54 72. Replace Backsplash - plastic laminate 2.00 SF Ca, 6.56 = 13.12 73. Replace Countertop, edge treatment - laminate 233 LF Cv 4.58 = 10.67 74. R&R Angle stop valve 3.00 EA Ca 38.44 = 115.32 75. Replace Sink- - single 1.00 EA 262.84 = 26184 76. Replace Sink- faucet - Bathroom 1.00 EA Ca, 208.37 = 208.37 77. R&R Bathtub 1.00 EA Ca 911.28 = 911.28 78. Replace Tub"shower faucet 1.00 EA @ 300.38 = 300.38 79. R&R Mixing valve - brass - 1 1.00 EA Ca, 178.95 = 178.95 W Replace Tile tub surround - up to 60 SF 1.00 EA Ca, 1,110.69 = 1,110.69 81. Replace Mortar bed for the 35.67 SF @, 7.04 = 251.47 82. Replace Toilet paper holder 1.00 EA Ca 26.10 = 26.10 BUDD JOHN 11/21!2019 Page: 5 American Technologies, AMERICAN TECHNOLOGIES, INC. 13300 Tames E Casey Ave, Suite 400 Englewood, CO 80 112 T: 800-400-9353 F: 303-532-8101 http:.,','NN,N-,ii-.ATIrestoratioii.coin CONTINUED - Bathroom DESCRIPTION QTY UNIT PRICE TOTAL 83. Replace Towel bar 1.00 EA Cq, 30.56 = 30.56 84. Replace Medicine cabinet 1.00 EA 188.12 = 18 8. 12 85. Replace Bathroom ventilation fan, light, and heater - Small 1.00 EA S, 181.21 = 181.21 86. Replace Light bar - 2 lights 1.00 EA Ca 69.20 = 69-10 87. Replace Light bulb - Compact Fluorescent stand. type - mat. only 2.00 EA Cd,' 6.75 = 13.50 Kitchen/ Din Height: 8' Missing Wall 8' 71' X 8' Opens into LIVINGROOM DESCRIPTION QTY UNIT PRICE TOTAL 88. Replace Vinyl -%vinclow. horizontal sliding, 12-23 sf 1.00 EA (,:�, 268.52 = 268.52 89. Replace Caulking - silicone 20.00 LF Cd 2.23 = 44.60 90. Replace Urethane foam sealant 20.00 LF(Et,, 1.02 = 20.40 91. Replace Add. charge for a retrofit window, 121-23 sf - difficult 1.00 EA Cil 195.86 = 195.86 92. Replace Baseboard - 2 1/4" 15.08 LF Ca = 38.45 93. Replace 1/4"' Cement board 117.35 SF (S-, 4.15 = 487.00 94. Replace Embossing leveler for vinyl flooring 117.35 SF Ca 0.81 = 95.05 95. Replace Ceramic the - Standard grade 117.35 SF @� 10.42 = 1.222.79 96. Tile'stone sealer 117.35 SF Ck,' 0.90 = 105.62 97. Seal & paint trim - two coats 15.08 LF Ca, 1.08 = 16.29 98. Paint door or window opening - 2 coats (per side) 1.00 EA Ca, 23.82 = 2 3. 82 99. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146.50 100. Replace Cabinetry - lower (base) units 9.92 LF 175.38 = 1,739.77 101. Replace Cabinetry - upper (wall) units 15.92 LF @ 126.47 = 2.013.40 102. Replace Cabinet panels - side, end, or back 2.00 SF @ 14.95 = 29.90 103. Seal & paint cabinetry - lower - inside and out 9.92 LF @ 31.30 = 310.50 104. Seat & paint cabinetry - upper - inside and out 16.921 LF C& 26.11 = 441.78 105. Replace Cabinet knob or pull 15.00 EA 8.01 = 120.15 106. Replace Countertop - post formed plastic laminate 9.92 LF @ 42.77 = 424.28 107. Replace Sink - double 1.00 EA 382.31 = 382.31 108. Replace Sink faucet - Kitchen 1.00 EA Ca 253.37 = 253.37 109. R&R Angle stop valve 2.00 EA Ca 38.44- 76.88 BUDD-JOHN 11/21/2019 Page: 6 American Technologic., AMERICAN TECHNOLOGIES. l.N7C. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T:800-400-9353; F, 303-532-8101 http:l'o'NNA-,,,NN,.ATIrestoratioii.com CONTINUED - Kitchen/ Din DESCRIPTION QTY UNIT PRICE TOTAL 110. Replace Refrigerator - top freezer - 14 to 18 cf 1.00 EA Cq� 613.71 = 613.71 111. Replace Range hood 1.00 EA � 185.82 = 185.82 112. Replace Range - freestanding, - electric 1.00 EA Cq� 629.96 = 629.96 113. Replace Garbage disposer 1.00 EA Ca` 238.45 = 23845 114. Replace Ceiling fan & light 1.00 EA i,, 308.52 = 308.52 115. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA Cd, 6.75 = 27.00 Linen 2 Height: 81 DESCRIPTION QTY CHIT PRICE TOTAL 116, Replace Interior door unit 1.00 EA (a 191.57 = 191.57 117. Replace Door knob - interior 1.00 EA (4 42.40 = 42.40 118. Replace Baseboard - 2 1/4" 8.50 LF r -d 2.55 = 21.68 119. Replace Shelving - 12" - in place 7.42 LF :z 8.53 = 63.29 120. Seal & paint trim - two coats 8.50 LF �, 1.08 = 9.18 121. Paint door slab only - 2 coats (per side) 1.00 EA = -i-z 28.63 = 28.63 1212. Paint door or window opening - 2 coats (per side) 1.00 EA :Iiz 23.82-- 13.82 123. Seal & paint closet shelving 12.08 LF (ii 7.19 = 86.86 Hallway Height: 81 Missing Wall Y 3" X 81 Opens into LININGROOM DESCRIPTION QTY UNIT PRICE TOTAL 124. Replace Baseboard - 2 1/4" 19.25 LF Ca; 2.55 = 49.09 125. Replace 1,;,4" Cement board 24.28 SF Cq" 4,15 = 100.76 126. Replace Embossing leveler for vinyl flooring 2 4.2 8 SF Cq:, 0.81 = 19.67 127. Replace Ceramic tile - Standard grade 24.28 SF Ca, 10.42 = 253.00 128. Tile/stone sealer 24.28 SF Ca, 0.90 = 21.85 1219. Seal & paint trim - two coats 19.25 LF Ck, 1.08 = 10.79 130, Paint door slab only - 2 coats (per side) 5.00 EA Ca 28.63 = 143.15 BLIDD-JOHN 11/21/2019 Page: 7 American Technologies m Yk� AMERICA\ TECHNOLOGIES. TtiC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353 1 F: 303-532-8101 http: N«7,-N-,-.ATIrestoration.com CONTINUED - Hallway DESCRIPTION QTY UNNIT PRICE TOTAL 131. Paint door or window opening - 2 coats (per side) 5.00 EA @' 2 3. 82 = 119.10 132. Replace Smoke detector 1.00 EA 50.64 = 50.64 Living Room Missing Wall Missing Wall DESCRIPTION Height: 8' 3' 3" T 8' Opens into HALLWAY 8' 7" 18' Opens into MTCHE ti DIN QT -1' L'TT PRICE TOTAL 133. Replace Vinyl window. horizontal sliding, 12-23 sf 1.00 EA C 268.52 = 268.52 134. Replace Caulking - silicone 20.00 LF Ca& 2.23 = 44.60 135. Replace Urethane foam sealant 20.00 LF (_a-, 1.02 = 20.40 136. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EA C 195.86 = 195.86 137. Replace Food door frame & trim - exterior - softtix,-ood 16.67 LF C 11.15 = 185.87 138. Replace Exterior door - solid core lauan / mahogany or birch flush 1.00 EA a 271.63 = 271.63 139. Replace Door lockset & deadbolt - exterior 1.00 EA C'. 85.99 = 85.99 140. Replace Door peep hole 1.00 EA C 15.16 = 15.16 141. Replace Door hinges (set of 3) 1.00 EA a� 42.84 = 42.84 142, Replace Door threshold 1.00 EA Ca, 46.21 = 46.21 143. Replace Baseboard - 2 1/4" 41.33 LF @ 2.55 = 105.39 144. Replace Window sill 7.00 LF C 2.73 = 19.11 145. Replace 1'4" Cement board 177.17 SF C 4.15 = 735.26 146. Replace Embossing leveler for vinyl flooring 177.17 SF t x 0.81 = 143.51 147. Replace Ceramic the - Standard grade 177.17 SF a, 10.42 = 1,84611 148. Tile/stone sealer 177.17 SF @ 0.90 = 159.45 149. Seal & paint trim - two coats 41.33 LF C 1.08 = 44.64 150. Paint door slab only - 2 coats (per side) 2.00 EA Ca, 28.63 = 57.26 151. Paint door or window opening - 2 coats (per side) 3.00 EA Cq 23.82 = 71.46 152. Replace 'Window blind - PVC - 2" - 20.1 to 32 SF 1A0 EA C 146.50 = 146.50 Bedroom 1 Height: 8' BUDD JOHIN 11 '21; 2019 Pace: 8 .Ti American Technologies AMERICAN TECHNOLOGIES, INTO. 13300 James E Casey Ave., Suite 400 Englewood, CO 80112 T: 500-400-9353, F: 303-532-8101 http: NvN%rw.ATIrestoration.com Subrooni: Closet (1) DESCRIPTION 153. Replace Vinyl window, horizontal sliding, 12-213 sf 154. Replace Caulking - silicone 155. Replace Urethane foam sealant 156. Replace Add. charge for a retrofit window. 12-23 sf - difficult 157. Replace Interior door unit 158. Replace Bypass (sliding) door set - lauan"'mahogany 159. Replace Door knob - interior 160. Replace Baseboard - 2 lt'4" 161. Replace Closet shelf and rod pack -age 162. Replace 14' Cement board 163. Replace Embossing leveler for vinyl flooring 164. Replace Ceramic tile - Standard grade 165. Tile'stone sealer Height: 8' QTY UNIT PRICE TOTAL 1.00 EA Ca,' 268.52 = 268.52 20.00 LF ((-z 2.23 = 44.60 20.00 LF (d- 1.02-- 20.40 1.00 EA Ca, 19-5.S6 = 19-5.86 1.00 EA Ca 191-57 = 191.57 1.00 EA @ 133.26 = 133.26 1.00 EA C,�, 42.40 = 42.40 60.83 LF (S-, 2.55 = 1-5-5.12 7.17 LF Ca, 18.60 = 133.36 124.65 SF @ 4.15 = 517,30 124.65 SF 0.81 = 100.97 124.65 SF C& 10.42 = 1,298.85 124.65 SF (a-,. 090 = W 19 166. Seal & paint trim - two coats 60.83 LF Ca, 1.08 = 65.70 167. Paint door stab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 228.63 168. Paint door or window opening - 21 coats (per side) 2.00 EA (T-. 23.82 = 47.64 169, Seal & paint closet shelving - single shelf- Small closet 1.00 EA 28.04 = 28.04 170. Paint bypass door set - slab only - 2 coats (per side) , p 1.00 EA Ca 37.37 = 37.37 171. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA (S- 146.50 = 146.50 172. Replace Ceiling fan & light 1.00 EA Ca, 308.52 = 308.52 173. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA 6.75 = 27.00 174. Replace Smoke detector 1.00 EA Ca, 50.64 = 50.64 Linen I Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 175. Replace Interior door unit 1.00 EA (C -i 191.57 = 191.57 176. Replace Door knob - interior 1.00 EA Cr'' 42.40 = 4140 177. Replace Baseboard - 2 1 4" 8.33 LF (a-, 2.55 = 2L24 178, Replace Shelving - 12" - in place 7.50 LF Ca, 8.53 = 63.98 179. Replace 1Y4" Cement board 4.17 SF Ca, 4.15 = 17.31 180. Replace Embossing leveler for vinyl flooring 4.17 SF Ca 0.81 = 3.38 181. Replace Ceramic the - Standard grade 4.17 SF Ca 10.42 = 43.45 1821. Tile"stone sealer 4.17 SF (,a 0.90 = 3.75 183. Seal & paint trim - two coats 8.33 LF Cd, 1.08 = 9.00 184. Paint door slab only - 2 coats (per side) 1.00 EA @ 28.63 = 28.63 185. Paint door or window opening - 2 coats (per side) 1.00 EA (f -t 23.82 = 23.8" BUDD JOIU 1111121/2019 Pag e: 9 97MM t American Technologies AIMERICAINT TECHINOLOGIES. IINC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80112 T: 800-400-9353 F: 303-532-8101 hup: Nw,,,w.ATIrestoration.coM CONTINUED - Linen 1 DESCRIPTION QTY UMT PRICE TOTAL 186. Seal & paint closet shelving 12.50 LF @�; 7.19 = 89.88 Coat Closet Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 187. Replace Interior door unit 1.00 EA Ca 191.57 = 191,57 IS& Replace Door knob - interior 1.00 EA Cal 42.40 = 42.40 189. Replace Baseboard - 2 14" 10.00 LF 2.55 = 25.50 190. Replace Closet shelf and rod pack -age 3.42 LF Ck 18.60 = 63.61 191. Replace 1,,"4" Cement board 5.41 SF C& 4.15 = 221.45 192, Replace Embossing leveler for vinyl flooring 5.41 SF Ch, 0.81 = 4.38 193. Replace Ceramic the - Standard grade 5.41 SF Co, 10.42 = 5637 194. Tile.'stone sealer 5.41 SF Ca, 0.90 = 4.87 195. Seal & paint trim - two coats 10.00 LF Ca, 1.08 = 10.80 196. Paint door slab only - 2coats (per side) 1.00 EA @, 28.63 = 28.63 197. Paint door or window opening - 2 coats (per side) 1.00 EA Ca 23.82 = 23.82 198. Seal & paint closet shelving - single shelf - Small closet 1.00 EA (c� 28.04-- 28.04 Bedroon12 Subroom: Clst 1 (1) DESCRIPTION 199. Replace Vinyl window, horizontal sliding, 121-23 sf 200. Replace Caulking - silicone 201. Replace Urethane foam sealant 202. Replace Add. charge for a retrofit window, 12-23 sf - difficult 203. Replace Interior door unit 204, Replace Bypass (sliding) door set - lauan.,,maliogany 205. Replace Door knob - interior 206. Replace Baseboard - 2 1/4" WMEMEM Height: S' Height: 8' QTY UNIT PRICE TOTAL 1.00 EA Ca, 268.52 = 268.52 10.00 LF @ 2.23 = 44.60 20.00 LF Cq, 1.02 = 20.40 1.00 EA Ca,, 195.86 = 195.86 1.00 EA Ca, 191.57 = 191.57 1.00 EA Ca,, 133,26 = 133.26 1.00 EA @ 42.40 = 42.40 55.83 LF to 2.55 = 142.37 11 "2,1 1'2019 Page: 10 t American Technologie-s- AMERICAN TECHNOLOGIES., INC. 13300 James E Casey Ave. Suite 400 Englewood. CO 80 112 T:800-400-9353 F:303-532-8101 http:,;-i"N,,,Nv-%v.ATIrestoration.com CONTINUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 207. Replace Closet shelf and rod package 5.00 LF Ca, 18.60 = 93.00 208. Replace 1.14" Cement board 118.02 SF Cce, 4.15 = 489.78 209. Replace Embossing leveler for vinyl flooring _q, 118.02 SF (-� 0.81 = 95.60 210. Replace Ceramic tile - Standard grade 118.02 SF Ck 10.42 = 1.229.77 211. Tile/stone sealer 118.02 SF Ca, 0.90 = 106.22 L'. Seat & paint trim - two coats 55.83 LF 1.08 = 60.30 13. Paint door slab only - 2 coats (per side) 1.00 EA Ck 28.63 = 28.63 214. Paint door or window opening - 2 coats (per side) 2.00 EA 23.82 = 47.64 215. Seal & paint closet shelving - single shelf - Small closet 1.00 E A to 28.04-- 28.04 216. Paint bypass door set - slab only - 2 coats (per side) 1.00 EA (A, 37.37 = 37.37 217. Replace Window blind - PVC - 2" -20.1 to 32 SF 1.00 EA Ca 146.50 = 146.50 218. Replace Ceiling fan & light 1.00 EA @ 308.52 = 308.52 219. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA Ca, 6.75 = 27.00 220. Replace Smoke detector 1.00 EA Ca 50.64 = 50.64 Unit 2 Main Level Main Level DESCRIPTION QTY UNIT PRICE TOTAL Gross Scope items that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 221. Deodorize building - Hot thermal fog 5.982.56 CF @ 0.07 = 418.78 222. Seat stud wall for odor control 1.643.08 SF @; 0.68 = 1.117.29 223. Seal floor or ceiling joist system 677.74 SF @ 0.95 = 643.85 224. Seal stud wall for odor control (anti-inicrobial coating) 2,310.82 SF Ca 2.02 = 4,688.06 Ili. Replace Batt insulation - 4" - R13 - unfaced batt 1.015.50 SF @ 0.7; = 761.63 226. Replace Blown -in insulation - 14" depth - R38 677.74 SF Ca, 1.34 = 908.17 2127. Re -place 5/8" drywall - hung, taped, floated. ready for paint 1.693.24 SF Ca, 2.221 = 3,758.99 228. Replace V2" drywall - hung, taped. floated. ready for paint 1.1255.17 SF Ca, 2.15 = 2.698.62 229. Seat,"prime then paint the walls and ceiling twice Q coats) 2.948.40 SF @ 1.01 = 2.977.88 230. Replace Rewire - average residence - copper wiring 677.74 SF @, 3.16 = 2.141.66 231. R&R Breaker panel - 70 amp xv Marc fault breakers LOO EA @ 1.025.19 = 1,025.19 232. R&R Outlet 14.00 EA Ca, 18.45 = 258.30 BUDDJOHN 1121/2019 Page: I I FArt American Technologieg 4!E AMERICAN TECHNOLOGIES. r.NC. 13300 James E Casev Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353 1 F: 303-532-8101 http:,?N,ki,,rNv.ATIrestoratioii.coin CONTINUED - -Main Level DESCRIPTION QTY L -.SIT PRICE TOTAL 233. R&R Switch 7.00 EA @_�, 18.77 = 131.39 234, R&R Ground fault interrupter (GFI) outlet 100 EA Ca, 33.00 = 99.00 235. R&R Circuit breaker - boll -on - 3 pole. 70 to 100 anip 1.00 EA Ca, 290.68 = 290.68 236. R&R Trunk cable - aluminum - 4 wire #4 50.00 LF to 8.38 = 419,00 Main to service disconnect 20.00 LF Cct 2_13 = 44.60 237. R&R Junction box 4.00 EA Ca., 118.72 = 474.88 Required at service mounted lights 1.00 EA a 195.86 = 195.86 238. R&R Drain Vei it line - ABS pipe with fitting and hanger, T' 36.00 LF (d 13.56 = 488.16 New vent lines through roof 1.00 EA Ca 133.26 = 133.26 Approx 16' per fixture on I st level and approx I Tper fixture on second level 1.00 EA Ca, 42.40-- 42.40 239. Replace Coaxial TV cable 200.00 LF Ca, 1.25 = 250.00 240. Replace Phone 11 low voltage copper wiring 200.00 LF Cm 1.03 = 206.00 241. R&R Phonellow voltage outlet rough -in 3.00 EA to 52.34 = 157.02 Bedroom 1 Height: 8' Subroom: Closet (1) Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 242. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA (g-,268.52 = 268,52 243. Replace Caulking - silicone 20.00 LF Cct 2_13 = 44.60 '144, Replace Urethane foam sealant 20.00 LF Cq, 1.02 = 20A0 245, Replace Add. charge for a retrofit window, 12-213 sf - difficult 1.00 EA a 195.86 = 195.86 246. Replace interior door unit 1.00 EA Ca; 19 1.5 7 = 191.57 247. Replace Bypass (sliding) door set - lauaiviriatiogany 1.00 EA Ca 133.26 = 133.26 248, Replace Door knob - interior 1.00 EA Ca, 42.40-- 42.40 249. Replace Baseboard - 2 1,14" 60.83 LF (q--, 2.55 = 15 5. 121 250. Replace Closer shelf and rod package 7.17 LF @u,' 18.60 = 133.36 251. Replace 14' Cement board 124.65 SF (c -t 4.15 = 517.30 252. Replace Embossing leveler for vinyl flooring 124.65 SF C 0.81 = 100.97 253. Replace Ceramic the - Standard grade 124.65 SF C& 10.42 = 1,298.85 254. Tile/stone sealer 124.65 SF Cai 0.90 = 112.19 255. Seal & paint trim - two coats 60.83 LF Ci:k 1.08 = 65.70 256. Paint door slab only - 2 coats (per side) 1.00 EA Co- 28.63 = 28.63 BUDDJOHN 1 V2 1;2 019 Page: 12 American Technologies AMERICAN TECHNOLOGIES, NIC. 13300 James E Casey Ave. Suite 400 Englewood. CO 80 112 T: 800-400-9353 F: 303-532-8101 http: -Nv�,-w.ATIrestoration.com CONTINUED - Bedroom 1 DESCRIPTION QTI;, UNIT PRICE TOTAL 257. Paint door or window opening - 2 coats (per side) 2.00 EA Ca, 23.82 = 47.64 258. Seat & paint closet shelving - single shelf - Small closet LOO EA Ca, 28.04 = 28.04 259. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA Ca 37.37- 74.74 160. Replace Window blind - PVC - 21 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146.50 261. Replace Ceiling fan & light 1.00 EA 0, 308,52 = 308.52 262. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA a 6.75 = 27.00 263. Replace Smoke detector 1.00 EA Cat 50.64 -- 50.64 Baths -own Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 264, Replace 14' Cement board 25.78 SF Ca, 4.15 = 106.99 265. Replace Embossing leveler for vinyl flooring 25.78 SF Cg,, 0.81 = 20.88 266. Replace Ceramic the - Standard grade 25.78 SF Cq,, 10.42 = 268.63 267. Tile'stone sealer 25.78 SF 0,, 0.90 = 23.20 268. Replace Interior door unit 1.00 EA Ca- 191.57 = 191.57 269. Replace Door knob - interior 1.00 EA Cd, 42.40 = 42.40 270. Paint door slab only - 2 coats (per side) 1.00 EA (a- 28.63 = 28.63 271. Paint door or window opening - 21 coats (Ter side) 1.00 EA Ca, 23.82 = 23.82 272. Replace Cabinet knob or pull 2.00 EA Ca, 8.01 = 16.02 273. Replace Vanity 2.00 LF @ 170.11 = 340.22 274. Replace Countertop - post formed plastic laminate 2.00 LF Ca, 42.77 = 85.54 275. Replace Backsplash - plastic laminate 2.00 SF Ca 6.56 = 13.12 276, Replace Countertop edge treatment - laminate 2.33 LF Ch, 4.58 = 10.67 277. R&R Angle stop valve 3.00 EA Ccv 38.44 = 115.32 278. Replace Sink - single 1.00 EA Ccu 262.84 = 262.94 279. Replace Sink faucet - Bathroom 1.00 EA @v, "308.37 = 208.37 280. R&R Bathtub 1.00 EA Ca 911.28 = 911.28 281. Replace Tub!shower faucet 1.00 EA @ 300.38 = 300.38 282. R&R Mixing valve - brass - 1,,*2" 1.00 EA Ca, 178.95 = 178.95 283. Replace Tile tub surround -tip to 60 SF 1.00 EA @ 1.110.69 = 1.110.69 284. Replace Mortar bed for tile 35.67 SF Ca 7.05 = 2;1.47 285. Replace Toilet paper holder 1.00 EA C& 26.10 = 26.10 BUDD-JOHN-1 11'21;'2019 Page: 13 American Technologies AMERICANT TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T: 800-400-9353 11 F: 303-532-8101 http:"" CONTINUED - Bathroom DESCRIPTION QTY UNIT PRICE TOTAL 286. Replace Towel bar 1.00 EA C 30.56 = 30.56 287. Replace Medicine cabinet 1.00 EA Cd 188,12 = 188.12 288. Replace Bathroom ventilation fan, light. and heater - Small 1.00 EA (g-� 181-11 = 181.21 289. Replace Light bar -21 lights 1.00 EA Ca 69.20 = 69.20 290. Replace Light bulb - Compact Fluorescent stand. type - mat. only 2.00 EA @ 6.75 - 13.50 HaliNvav Missing Wall DESCRIPTION Height: 8' 3' 3" 18' Opens into LIVIN`G-ROONI QTY UNIT PRICE TOTAL 291, Replace Baseboard - 22 1'4" 19.25 LF (4:, 2.55 = 49.09 292. Replace 1:'4" Cement board 24.28 SF C& 4.15 = 100.76 293. Replace Embossing leveler for vinyl flooring 24.28 SF Ca.', 0.81 = 19.67 294. Replace Ceramic tile - Standard grade 24.28 SF Ca, 10.42 = 2153.00 295. Tile, stone sealer 24.28 SF Ca. 0.90 = 21.85 296. Seat & paint trim - two coats 19.25 LF Cq! 1.08 = 20.79 297. Paint door slab only - 2 coats (per side) 5.00 EA ,, -ei 28.63 = 143.15 298. Paint door or window opening - 2 coats (per side) 5.00 EA , 23.82 = 119.10 299. Replace Smoke detector 1.00 EA @a° = 50.64 Linen 2 DESCRIPTION 300. Replace Interior door unit 301. Replace Door knob - interior 302. Replace Baseboard - 2 1/4" 303. Replace Shelving - 12" - in place 304. Seat & paint trim - two coats 305. Paint door slab only - 2 coats (per side) 306. Paint door or window opening - 2 coats (per side) BLTDD-JOHN Height: 8' QTY UNIT PRICE TOT.0 1.00 EA 191.57 = 191.57 1.00 EA 42.40 = 42.40 8.50 LF Ca 2.55 = 21.68 7.42 LF Ca, 8.53 = 63.29 8.50 LF Ca 1.08 = 9.18 1.00 EA Ca:,, 28.63 = 28.63 1.00 EA 23.8-2 = 23.82 ll,'2 1)'2019 Page: 14 American Technologwi- AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave. Suite 400 Englewood. CO 80 112 T: 800-400-9353 i F: 303-532-8101 http:"",INN,NN,N,,-.ATIrestoratioii.com CONTINUED - Linen 2 DESCRIPTION QTY UNIT PRICE TOTAL 307. Seal & paint closet shelving 12.08 LF C,�,, 7.19 = 86.86 Linen I Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 308, Replace Interior door unit 1.00 EA 191.57 = 191.57 309. Replace Door knob - interior 1.00 EA C 42.40 = 42.40 310. Replace Baseboard - 2 1,4" 8.33 LF Cci, 2.55 = 21.24 311. Replace Shelving - 12" - in place 7.50 LF a: 8.53 = 63.98 312, Replace 1/4" Ceinent board 4.17 SF C 4.15 = 17.31 313. Replace Embossing leveler for vinyl flooring 4.17 SF Cd 0.81 = 338 314. Replace Ceramic tile - Standard grade 4.17 SF @ 10.42 = 43.45 315. Tile/stone sealer 4.17 SF Ch 0.90 = 3.75 316. Seal & paint trim - two coats 8.33 LF [ 1.08 = 9.00 317. Paint door slab only - 2 coats (per side) 1.00 EA C. 28.63 = 28.63 318. Paint door or window opening - 2 coats (per side) 1.00 EA Ck 23.82-- 23.82 319. Seal & paint closet shelving 12.50 LF Cd 7.19 = 89.88 Kitchen/ Din Height: 8' 'Missing Wall 8# 7-1 X 81 Opens into LIVING -ROOM DESCRIPTION QTY UNIT PRICE TOTAL 330. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA @ 268.52 = 265,51 321. Replace Caulking - silicone 20.00 LF (d-, 2.23 = 44.60 3 22 . Replace Urethane foam sealant 20.00 LF Cq� 1.02 = 20.40 323. Replace Add. charge for a retrofit -,viiidoNv,, 12-23 sf - difficult 1.00 EA @ 195.86 = 195.86 324. Replace Baseboard - 2 1,4" 15.08 LF Ca, 2.55 = 38.45 325. Replace 14" Cement board 117.35 SF Ca 4.15 = 487.00 326. Replace Embossing leveler for vinyl flooring 117.35 SF Ca, 0.81= 95.05 327. Replace Ceramic the - Standard grade 117.35 SF � 10.42 = 1.2122.79 BUDD-JOHINT 11 1221,'2019 Page: 15 f American TechnologieN- ATi 4. AMERICAN TECHNIOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 i F: 303-532-8101 http:�.Iix,Nx-w.ATIrestoration.com CON -TIN UED - Kitchen/ Din DESCRIPTION QTY UTN-IT PRICE TOTAL 328. Tile stone sealer 11735 SF (�q-, 0.90 = 10 5. 62) 329. Seal & paint trim - two coats 15,08 LF (-q-, 1.08 = 16.29 330. Paint door or window opening - 2 coats (per side) 1.00 EA Ca, 23.82-- 13.82 331. Replace Window blind - P\`C - T' - 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146.50 332. Replace Cabinetry - lower (base) units 9.92 LF Ca, 175.38 = 1.739.77 333. Replace Cabinetry - upper (wall) units 15.92 LF (T- 126.47 = 2.013.40 334. Replace Cabinet panels - side. end, or back 2.00 SF 14.95 = 29.90 335, Seal & paint cabinetry - lower - inside and out 9.92 LF Ca, 31.30 = 310.50 336. Seal & paint cabinetry - upper - inside and out 16.92 LF Ca,' 26.11 = 441.78 337. Replace Cabinet knob or pull 15.00 EA @ 8.01 = 120.15 338. Replace Countertop - post formed plastic laminate 9.92 LF Ca- 42.77 = 424.18 339. Replace Sink - double 1.00 EA Ca 382.31 = 382.31 340. Replace Sink faucet - Kitchen 1.00 EA Ca, 253.37 = 253.37 341. R&R Angle stop valve 2,00 EA Ca 38,44- 76.88 342. Replace Refrigerator - top freezer - 14 to 18 cf 1.00 EA Ca,, 613.71 = 613.71 343. Replace Range hood 1.00 EA Civ, 185.82 = 185.82 344, Replace Range - freestanding - electric 1.00 EA (S-, 629.96 = 629.96 345. Replace Garbage disposer 1.00 EA @ 238.45 = 238.45 346. Replace Ceiling fail & light 1.00 EA Ch, 308.52 = 308.52 347. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA Cd, 6.75 = 27,00 Bedroom 2 Height: 8' Subroom: Clst 1 (1) Height: 8' Subroom: Cist 2 (2) Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL. 348. Replace Vinyl window, horizontal sliding, 12-23 st' 1.00 EA Ca 268.52 = 268.52 349. Replace Caulking - silicone 20.00 LF Ca, 2.23 = 44.60 350. Replace Urethane foam sealant 20.00 LF Ca, 1.021 = 20.40 351. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EA Cq, 195.86 = 195.86 352. Replace Interior door unit 1.00 EA Ck 191.57 = 191.57 353. Replace Bypass (sliding) door set - lauaii/inallogaily 1.00 EA Ca, 133.216 = 133.26 BUDD-JOHIN 111,211/2019 Page: 16 American Technologle,, AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T:800-400-9353 F:303-532-8101 http::",,,iiN�,,,.ATIrestoratioii.com CONTINUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 354, Replace Door knob - interior 1.00 EAi� 42.40 = 42.40 355. Replace Baseboard - 2 14" 73.83 LF 2.55 = 188.27 356. Replace Closet shelf and rod package 5.00 LF r.,� 18.60 = 93.00 357. Replace I ' Cement board 167.35 SF 4.15 = 694.50 358. Replace Embossing leveler for vinyl flooring 167.35 SF .r 0.81= 135.55 359. Replace Ceramic the - Standard grade 167.35 SF :`i,, 10.42 = 1.743.79 360. Tilestone sealer 167.35 SF 'iz 0.90 = 15 0. 62 361. Seal & paint trim - two coats 73.83 LF Cq: 1.08 = 79.74 362. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 363. Paint door or window opening - 2 coats (per side) 2.00 EA Ck 23.62 = 47.64 364. Seal & paint closet shelving - single shelf - Small closet 1.00 EA Ca, 28.04 = 28.04 365. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA (a- 37.37 = 74.74 366. Replace Window blind - PVC -2" - 20.1 to 32 SF 1.00 EA 146.50 = 146.50 367. Replace Ceiling fan & light 1.00 EA Cd 308.521 = 308.52 368. Replace Light bulb - Compact Fluorescent stand. type - mat. only Z, - p 4.00 EA Cd- 6.75 27.00 369. Replace Smoke detector 1.00 EA 6-i, 50.64 = 50.64 Living Rooin Height: 8' Missing Wall 31 3" 18' Opens into IL4,LLNVAY Missing Wall 8' 7" X 8' Opens into KITCHENDIN .DESCRIPTION QTY, UNIT PRICE TOTAL 370. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA Ca, 268.52 = 268.5"` 371. Replace Caulking - silicone 20.00 LF @ 2.23 = 44.60 3 72 . Replace Urethane foam sealant -10.00 LF Civ 1.02 = 70.40 373. Replace Add. charge for a retrofit window, 12-23 sf - difficult 1.00 EA @ 195.86 = 195.86 374. Replace Wood door frame & trim - exterior - softwood 16.67 LF 11.15 = 185.87 37i. Replace Exterior door - solid core lauan /niahogany or birch flush 1.00 EA 271.63 = 271.63 376. Replace Door lock -set & deadbolt - exterior 1.00 EA Cq,' 85.99 = 85.99 377. Replace Door peep hole 1.00 EA Cu 15.16 = 15.16 378. Replace Door hinges (set of 3) 1.00 EA Ca, 42.84 = 42.84 379. Replace Door threshold 1.00 EA Ca, 46.2.1 = 46.211 BUDD-JOHN I I e'2112019 Page: 17 T American Technologies ;mAT A.N4ERICA,\T TECHNOLOGIES. INV. 13300 James E Casey Ave. Suite 400 Englewood. CO 80 112 T: 800-400-9353 ! F: 303-532-8101 http: v,-v,-w.ATIrestoration.com CONTINUED - Living Room DESCRIPTION QTY UNIT PRICE TOTAL 380. Replace Baseboard - 2 I/4" 41.33 LF (�k, 2.55 = 105.39 381. Replace Window sill TOO LF Ca-' 2.73 = 19.11 382. Replace 1,`4" Cement board 177.17 SF � 4.15 = 735.26 381 Replace Embossing leveler for vnivi flooring 177.17 SF Ca 0.81 = 143.51 384. Replace Ceramic the - Standard grade 177.17 SF C�, 10.42' = 1,846.11 385. Tile'stone sealer 177.17 SF Ca 0.90 = 159.45 386. Seal & paint trim - two coats 41.33 LF Ca 1.08 = 44.64 387, Paint door slab only - 2 coats (per side) 2.00 EA Ca.' 28.63 = 57.26 388. Paint door or window opening - 2 coats (per side) 3.00 EA C& 23.82-- 71.46 389. Replace Window blind - PVC - 2" - 20.I to 32 SF 1.00 EA Cq, 146.50 = 146.50 Coat Closet Height: 8' DESCRIPTION QTY U, -N, -IT PRICE TOTAL 390. Replace Interior door unit 1.00 EA Ca, 191.57 = 191.57 391. Replace Door knob - interior 1.00 EA @, 42.40 = 42.40 392. Replace Baseboard -2 1/4" 8.17 LF Cd, 2.55 = 20.83 391 Replace Closet shelf and rod pack -age 2.50 LF 18.60 = 46.50 394. Replace 14" Cement board 3.96 SF 4.15 = 16.43 395. Replace Embossing leveler for vinyl flooring 3.96 SF Ca, 0.81 = 3.21 396. Replace Ceramic tile - Standard grade 3.96 SF 10.42 = 41.26 397. Tile/stone sealer 3.96 SF 0.90= 3.56 398. Seat & paint trim - two coats 8.17 LF � 1.08 = 8.82 399. Paint door slab only - 2 coats (per side) 1.00 EA Civ 28.63 = 28.63 400. Paint door or window opening - 2 coats (per side) 1.00 EA Ca, 23.82 = 2 3. 82 single shelf - Small closet 401. Seat & paint closet shelving - sin 1.00 EA (&- 28.04 = 18.04 - Unit 3 Main Level Main Level BLIDD-JOIL\,7 1121/2019 Page: 18 M f American Technologies AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T: S00-400-9353 F: 303-532-8101 http: i«-,-NN,.ATIrestoration.com DESCRIPTION 7.00 EA,'_l QT -17 UNIT PRICE TOTAL Gross Scope items that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 33.00 = 401 Deodorize building - Hot thermal fog 5,568.00 CF C&-, 0.07 = 389.76 403. Seal stud wall for odor control 1,547.67 SF Ce-�, 0.68 = 1,052.42 404. Seal floor or ceiling joist system 629.86 SF Ck, 0.95 = 59837 405. Seal stud wall for odor control (anti -microbial coating) 2.177.53 SF Ca 2.02 = 4.398.61 406. Replace Batt insulation - 4" - R13 - unfaced batt 954.00 SF Ca, 0.75 = 715.50 407. Replace Blow -n -in insulation - 14" depth - R38 629.86 SF (a-,, 1.34 = 844.01 408. Replace 518" drywall - hung, taped, floated. ready for paint 1_583.86 SF 2.22 = 3,516.17 409. Replace V2" drywall - hung, taped, floated, ready for paint 1.187.33 SF 2.15 = 2.552.76 410. Seallpritne then paint the walls and ceiling twice (3 coats) 2,771.19 SF 1.01 = 2,798.90 411. Replace Rewire - average residence - copper wiring 629.86 SF ai 3.16 = 1,990.36 412. R&R Breaker panel - 70 amp w,='arc fault breakers L00 EA 'ji 1.025.19 = 1,025.19 413. R&R Outlet 14.00 EA'F� 18.45 = 258.30 414. R&R Switch 7.00 EA,'_l 18.77 = 131.39 415. R&R Ground fault interrupter (GFI) outlet 3.00 EA �n 33.00 = 99.00 416. R&R Circuit breaker - bolt -on - 3 pole. 70 to 100 amp 1.00 EA Cc( 290.68 = 290.68 417. R&R Trunk cable - aluminum - 4 wire =4 50.00 LF � 8.38 = 419.00 Main to service disconnect 24.28 SF Cq, 4.15 = 100.76 41S. R&R Junction box 4.00 EA Ca, 118.72 = 474.88 Required at service mounted lights 24.28 SF @ 10.42 = 253.00 419. R&R DrainXent line - ABS pipe with fitting and hanger. 2" 36.00 LF 13.56 = 488.16 New vent lines through roof 19.25 LF @ 1.08 = 20.79 Approx 16' per fixture on I st level and approx 121' per fixture on second level 5.00 EA Ca, 28.63 = 143.15 420. Replace Coaxial TV cable 200.00 LF Ch, 1.25 = 250,00 421. Replace Phone " lo,,N, voltage copper wiring 200.00 LF @; 1.03 = 206.00 422, R&R Phone/low, voltage outlet rough -in 3.00 EA Ca, 52.34 = 157.02 Haltivay Height: 8' Missing Wall 31 3" X 8' Opens into LIVINGROOM. DESCRIPTION QTY UNIT PRICE TOTAL 423. Replace Baseboard - 2 1,4 19.25 LF (S- 2.55 = 49.09 424. Replace 1/4" Cement board 24.28 SF Cq, 4.15 = 100.76 425, Replace Embossing leveler for vinyl flooring 24.28 SF Cq� 0.81 = 19.67 426, Re -place Ceramic the - Standard grade 24.28 SF @ 10.42 = 253.00 427. Tilestone sealer 24.28 SF @x 0.90 = 21.85 428. Seal & paint trim - two coats 19.25 LF @ 1.08 = 20.79 429. Paint door slab only - 2 coats (per side) 5.00 EA Ca, 28.63 = 143.15 430. Paint door or window opening - 2 coats (per side) 5.00 EA r� 23.82 = 119.10 BUDD-JOHN Page: 19 American Technologies ran AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353. F: 303-532-8101 littp:"�"Nx,N-,-Nv,.ATIrestoration.coiii CO'-\TIN'UED - Hallway DESCRIPTION QTY UNNIT PRICE TOTAL 431. Replace Smoke detector 1.00 EA Ca, 50.64 = 50.64 432. Replace Carpet 56.25 SF Ccu 3.43 = 192.94 433. Replace Carpet pad - Standard grade 24.28 SF @ 0.41 = 9.9 -5 - Linen 2 Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 434. Replace Interior door unit 1.00 EA C,�, 191.57 = 191.57 435. Replace Door knob - interior 1.00 EA Ca, 42.40 = 42.40 436. Replace Baseboard - 2 14" 8.50 LF (a- 2.55 = 21.68 437. Replace Shelving - 12" - in place 7.42 LF a 8.53 = 63.29 438. Seal & paint trim - txvo coats 8.50 LF C&, 1.08 = 9.18 439. Paint door stab only - 2 coats (per side) 1.00 L4 ca" 28.63 = 28.63 440. Paint door or window opening - 2 coats (per side) 1.00 EA g 23.82 = 23.82 441. Seat & paint closet shelving 12.08 LF Ca, 7.19 = 86.86 442. Replace Carpet 30.67 SF Ca, 3.43 = 105.20 443. Replace Carpet pad - Standard grade 4.43 SF < 0.41 = 1.82 Coat Closet Height: 8' DESCRIPTION QTY U.N'IT PRICE TOTAL 444. Replace Interior door unit 1.00 EA (i� 191.57 = 191.57 445. Replace Door knob - interior 1.00 EA Ca, 42.40 = 42.40 446. Replace Baseboard - 2 1/4" 10.00 LF Ci�, 2.55 = 25.50 447. Replace Closet shelf and rod pack -age 3.42 LF (g- 18.60 = 63.61 448. Replace Embossing leveler for vinyl flooring 5.41 SF Ca, 0.81 = 4.38 449. Seal & paint trim - two coats 10.00 LF C& 1.08 = 10.80 450. Paint door slab only - 2 coats (per side) 1.00 EA C& 28.63 = 28.63 451. Paint door or window opening - 2 coats (per side) 1.00 EA @ 23.82 = 23.82 452. Seat & paint closet shelving - single shelf - Small closet 1.00 EA (.a- 28.04 = 28.04 453. Replace Carpet 31.58 SF (,T-, 3.43 = 108.32 BUDD-JOHN 11 /21;2019 Page: 20 Mml= American Technologies ATMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Engglexv ood. CO 80 112 T:800-400-9353 F: 303-532-8101 http: N,xNw.ATIrestoration.com CONTINUED - Coat Closet DESCRIPTION QTY UNNIT PRICE TOTAL, 454. Replace Carpet pad - Standard grade 5.41 SF C&, 0.41 = 2_12 Bedroom 1 Subroom: Closet (1) DESCRIPTION Height: 8, Height: 8' QTY UNIT PRICE TOTAL 455. Replace Vinyl window. horizontal sliding. 12-23 sf 1.00 EA C. 268.52 = 268,52 456, Replace Caulking - silicone 20.00 LF C 2.13 = 44.60 457. Replace Urethane foam sealant 20.00 LF 65' 1.02- 20.40 458. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EA �i, 195.86 = 195.86 459. Replace Interior door unit 1.00 EA (a-, 191.57 = 191.57 460. Replace Bypass (sliding) door set - lauarifinahogany 1.00 EA f -i 133.26 = 133.26 461. Replace Door knob - interior 1.00 EA -;%i 42.40 = 42.40 462. Replace Baseboard - 21 14" 60.83 LF i z 2_55 = 15 5. 12 463. Replace Closet shelf and rod package 7.17 LF ?cl 18,60 = 133.36 464. Replace Embossing leveler for vinyl flooring 124.65 SF 0.81 = 100.97 465. Seal & paint trim - two coats 60.83 LF :C 1.08 = 65.70 466. Paint door slab only - 2coats (per side) 1.00 EA (h 28.63 = 28.63 467. Paint door or window opening - 2 coats (per side) 2.00 EA (S-, 23.82 = 47.64 468. Seal & paint closet shelving - single shelf - Small closet 1.00 EA Cq, 28.04 = 28.04 469. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA Ca,,, 37.37 = 74.74 470. Replace NVindow blind - PVC - 2" - 20.1 to 32 SF 1.00 EA to 146.50 = 146.50 471. Replace Ceiling fan & light 1.00 EA Ca, 308.52 = 308.52 472. Replace Light bulb - Compact Fluorescent stand. type -mat. only 4.00 EA (a- 6.75 = 27.00 473. Replace Smoke detector 1.00 EA C. 50.64 = 50.64 474Replace Carpet 161.67 SF Ca, 3.43 = 554.53 475. Replace Carpet pad - Standard grade 124.65 SF @, 0.41 = 51.11 Bathroom Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL BUDD-JOHN 11 "21'2019 Page: 21 American Technologir� AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80112 T: 800-400-9353 F:303-532-8101 http:,,','NN,NN-N,,,.ATIrestoration.coiii CONTINUED - Bathroom DESCRIPTION 476. Replace 14" Cement board 477, Replace Embossing leveler for vinyl flooring 478. Replace Ceramic tile - Standard grade 479. Tile; stone sealer 480. Replace Interior door unit 481. Replace Door knob - interior 487. Paint door slab only - 2 coats (per side) 483. Paint door or window opening - I coats {per side) 484. Replace Cabinet knob or pull 485. Replace Vanity 486. Replace Countertop - post formed plastic laminate 487. Replace Backsplash - plastic laminate 488. Replace Countertop edge treatment - larninate 489. R&R Angle stop valve 490. Replace Sink - single 491. Replace Sink faucet - Bathroom 492. R&R Bathtub 493. Replace Tub/shower faucet 494. R&R Mixing valve - brass - 1;2" 495. Replace Tile tub surround - -up to 60 SF 496. Replace Mortar bed for tile 497. Replace Toilet paper holder 498. Replace Towel bar 499. Replace Medicine cabinet 500. Replace Bathroom ventilation fan. light, and heater - Small 501. Replace Light bar - 2 lights 501 Replace Light bulb - Compact Fluorescent stand. type - mat. only Bedroom 2 Subroom- Clst 1 (1) DESCRIPTION QTY UNIT PRICE TOTAL ?5 .78 78 SF Ca' 4.15 = 106.99 25.78 SF Ca 0.81 = 20.88 25.78 SF Cif, 10.42 = 268.63 25.78 SF `�z 0.90 = 23.20 1.00 EA (La-, 191.57 = 191.57 LOO EA Ca, 42.40 = 42.40 1.00 EA a, 28.63 = 28.63 1.00 EA Ca, 2 3. 82 = 2 3. 82 2.00 EA 8.01 = 16.02 2.00 LF 170.11 = 340.22 1.00 LF Ca 42.77 = 85.54 2.00 SF (��, 6.56 = 13.17 2.33 LF Ch, 4.58 = 10.67 3.00 EA Ca 38.44 = 115.32 1.00 EA Cd 262.84 = 262.84 1.00 EA Cq,, 708.37 = 2108.37 1.00 EA C& 91 LM = 911.28 1.00 EA Ca; 300.38 = 300.38 1.00 EA @' 178.95 = 178.95 1.00 EA Ca,' 1,110.69 = 1.110.69 35.67 SF Ck,, 7.05 = 251.47 1.00 EA Ca, 26.10 = 26.10 1.00 EA Ca 30.56 = 30.56 1.00 EA Ca, 188.12 = 188.12 1.00 EA Ca 181.21 = 181.21 1.00 EA (-d- -1 69.20 = 69.20 100 EA Cd 6.75 = 13.50 Height: 8' Height: 8' QTY UNIT PRICE TOTAL BUDD-JOHN 11/21'2019 Page: 22 I- American Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 i F: 303-532-8101 http: ' N-,,viv.ATIrestoration.com CONTINUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 503. Replace Vinyl window. horizontal sliding, 17-23 sf 1.00 EA Ca 268.52 = 268.52 504. Replace Caulking - silicone 20.00 LF Ca, 2.23 = 44.60 505. Replace Urethane foam sealant 20.00 LF (a 1.02 = 20.40 506. Replace Add. charge for a retrofit windoFv, 12-13 sf - difficult 1.00 EA Ca,,, 195.86 = 195.86 507. Replace Interior door unit 1.00 EA 0� 191.57 = 191.57 508. Replace Bypass (,sliding) door set - lauaii/inaliogany 1.00 EA Ca,' 133.26 = 133.26 509. Replace Door knob - interior 1.00 EA � 42.40 = 42.40 510. Replace Baseboard - 2 1A" 55.83 LF (LE, 2.55 = 142.37 ill. Replace Closet shelf and rod package 5.00 LF Cq 18.60 = 93.00 512. Replace Embossing leveler for vinyl flooring 118.02 SF Cy) 0.61 = 95.60 513. Seal & paint trim - two coats 55.83 LF (dj, 1.08 = 60.30 514, Paint door slab only - 2 coats (per side) 1.00 EA Cal 28.63 = 18.63 515. Paint door or window opening - 2 coats (per side) 100 EA Cif 23.82 = 47.64 516, Seal & paint closet shelving - single shelf - Small closet 1.00 EA Ca., 28.04 = 28.04 517. Paint bypass door set - slab only - 2 coats (per side) 1.00 EA C4, 37.37 = 37.37 518. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA (a-, 146.50 = 146,50 519. Replace Ceiling fan & light 1.00 EA Ca, 308.52 = 308.52 520. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA 6.75 = 27.00 521. Replace Smoke detector 1.00 EA Ot- 50.64 = 50.64 522. Replace Carpet 152.00 SF C& 3.43 = 521.36 523. Replace Carpet pad - Standard grade 118.02 SF ra_, 0.41 = 48.39 Linen I Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 524. Replace Interior door unit 525. Replace Door knob - interior 526. Replace Baseboard - 22 1,4" 527. Replace Shelving - 12" - in place 528. Replace Embossing leveler for vinyl flooring 529. Seal & paint trim - two coats 530. Paint door slab only - 2 coats (per side) 531. Paint door or windoxv opening - 2 coats (per side) 1.00 EA g 191,57 = 191.57 1.00 EA C&, 42.40 = 47-1.40 8.33 LF Caz 2.55 = 21.24 7.50 LF (a, 8.53 = 63.98 4 17 SF ca 0.81 = 3.38 8.33 LF Ca, 1.08 = 9.00 1.00 EA Ca,' 28.63 = 28.63 1.00 EA C& 2 3. 827 = 2 3. 82 BUDD-JOILN 11 '121112019 Page: 23 American Technologiv.,, AMERICAN TECHNOLOGIES. I\ C. 13300 James E Casey Ave. Suite 400 Englewood, CO 80112 T: 300-400-9353: F: 303-532-8101 http: N-,-,v%i,,-.ATIrestoration.com, CONTINUED - Linen 1 DESCRIPTION QTY UNNIT PRICE TOTAL 532. Seal & paint closet shelving 12.50 LF Ch 7.19 = 39,38 533. Replace Carpet 30.33 SF (k:,, 3.43 = 104.03 534. Replace Carpet pad - Standard grade 4.17 SF (4:, 0.41 = 1.71 Living Room Missing Wall 2� 'Missing Wall DESCRIPTION Height: 8' 3'3" 18' Opens into HALL'%1*"AY 8f 7" 18' Opens into KITCHEN DIN QTY UNIT PRICE TOTAL 535. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA Ccu, 268-52 = 268.52 536. Replace Caulking - silicone 20.00 LF Ca,' 2.23 = 44.60 537. Replace Urethane foarn. sealant 20.00 LF @, 1.02 = 20.40 538. Replace Add. charge for a retrofit window, 12-223 sf - difficult 1.00 EA C 195.86 = 195.86 539. Replace Wood door frame & trim - exterior - softwood 16.67 LF Cce 11.15 = 185.87 540. Replace Exterior door - solid core lauan / mahogany or birch flush 1.00 EA Cit, 271.63 = 271.63 541. Replace Door lockset & deadbolt - exterior 1.00 EA Cc� 85.99 = 85.99 542. Replace Door peep hole 1.00 EA (:d,, 15.16 = 15.16 543. Replace Door hinges (set of 3) 1.00 EA 42.84 = 41.84 544. Replace Door threshold 1.00 EA Ca, 46.21= 46.21 545. Replace Baseboard - 2 14" 41.33 LF (g, 2.55 = 105.39 546. Replace Window sill 7.00 LF Cct 2.73 = 19.11 547, Replace Embossing leveler for vinyl flooring 177.17 SF (g- 0.81 = 143.51 548. Seal & paint trite - two coats 41.33 LF @ 1.08 = 44.64 549. Paint door slab only - 2 coats (per side) 2.00 EA @ 28.63 = 57.26 550. Paint door or window opening - 2 coats (per side) 3.00 EA Ca, 23.82 = 71.46 551. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146.50 552. Replace Carpet 218.17 SF Ca., 3.43 = 748.32 553, Replace Carpet pad - Standard grade 177.17 SF Cq,,, 0.41 = 72.64 Kitchen/ Din Height: 8' BUDD-JOHN 11 21 2019 Pate: 24 American Technologies AMERICAN TECHNOLOGIES, INIC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353 F:303-532-8101 http:.I"iNN,NN,Nv,.ATIrestoratioti.com Missing Wall 8# 71' X 8' Opens into LIVINGROOM DESCRIPTION Q T-17 UNIT PRICE TOTAL 554. Replace Vinyl window, horizontal sliding, 12-23 sf 1.00 EA C' 268.52 = 268.52 555. Replace Caulking - silicone 20.00 LF Ca, 123 = 44.60 556. Replace Urethane foam sealant 20.00 LF (.a7, 1.02-- 20.40 557. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EA (-v 195.86 = 195.86 558. Replace Baseboard - 2 1.'4" 15.08 LF Ca' 155 = 38.45 559. Replace 1,4" Cement board 117.35 SF @ 4.15 = 487.00 560. Replace Embossing leveler for vinyl flooring 117.35 SF Ca, 0.81 = 95.05 561. Replace Ceramic the - Standard grade 117.35 SF @y 10.42 = 1,222.79 562. Tile'stone sealer 117.35 SF (T-, 0.90 = 105.62 563. Seal & paint trim - two coats 15.05 LF Ca, 1.08 = 16.29 564. Paint door or wiiidoN,%,- opening - 2 coats (per side) 1.00 EA Ci, 23.82 = 23.812 565. Replace Windoov, blind - PVC - T' - 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146,50 566. Replace Cabinetry - lower (base) units 9.92 LF (i -i 175.38 = 1,739.77 567. Replace Cabinetry - tipper (wall) units 15.92 LF -(Fi 126.47 = 1-013.40 568. Replace Cabinet panels - side, end, or back 2.00 SF '111-z 14.95 = 29.90 569. Seat & paint cabinetry - lower - inside and out 9.92 LF 'ii 31.30 = 310.50 570. Seal & paint cabinetry - tipper - inside and out 16.92 LF ai 26.11 = 441,78 571. Replace Cabinet knob or pull 15.00 EAS 8.01 = 120,15 572. Replace Coutitertop, - post formed plastic laminate 9.92 LF @a' 42.77 = 424.28 573, Replace Sink - double 1.00 EA Ca 382.31 = 382.31 574. Replace Sink faucet - Kitchen 1.00 EA (a- 2-53.37 = 253.37 575. R&R Angle stop valve 2.00 EA (S- 38.44-- 76.88 576. Replace Refrigerator - top freezer - 14 to 19 of 1.00 EA @.- 613.71 = 613.71 577. Replace Range hood 1.00 EA C& 185.82 = 185.82 578. Replace Range - freestanding - electric 1.00 EA (e -t' 629.96 = 6'29.96 579. Replace Garbage disposer LOO EA Ca-" 238.45 = 238.45 580. Replace Ceiling fan & light 1.00 EA (q- 308.52 = 308.52 581. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA 6.75 = 27.00 Unit 4 Main Level Main Level DESCRIPTION QTY UNIT PRICE TOTAL Grass Scope items that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 582. Deodorize building - Hot thermal fog 5.982.56 CF(q-, 0.07 = 415.78 583. Seal stud wall for odor control 1.643.08 SF Ca,,0.68 = 1.117.29 BL`DD-JOHN,', 11x'21 i2019 Page: 25 I American Technologies AMERICAN TECHNOLOGIES. INC. 13300 Jaines E Casey Ave, Suite 400 Englewood, CO 80112 T: 800-400-9353 F: 303-532-8101 http:,,'.,«,N,,rNN-.ATIrestoration.coni CONTINUED -Plain Level DESCRIPTION 584. Seal floor or ceiling joist system 585. Seat stud wall for odor control (anti-inicrobial coating) 586. Replace Batt insulation - 4" - R13 - unfaced batt 587. Replace Blown -in insulation - 14" depth - R38 588. Replace 5,18" drywall - hung, taped, floated, ready for paint 589. Replace 1;2" dry -wall - hung, taped, floated, ready for paint 590. Seat/prime then paint the walls and ceiling twice (3 coats) 591. Replace Rexire - average residence - copper wiring 592. R&R Breaker panel - 70 amp wl'arc fault breakers 593. R&R Outlet QTY UNIT PRICE TOTAL 677.74 SF 0.95 = 643.85 2.320.82 SF 2.02 = 4.688.06 1.015.50 SF @v 0.75 = 761.63 677.74 SF Ca,, 1.34 = 908.17 1,693.24 SF as 2.22 = 3.758.99 1,255.17 SF a 2.15 = 2.698.621 2,948.40 SF Ca,, 1.01 = 2.977.88 677.74 SF Ca, 3.16 = 2,144.66 LOO EA CIT' 1.0215.19 = 1,025.19 14.00 EA C,�, 18.45 = 158.30 594. R&R SN-vitch 7.00 EA Ca 18.77 = 131.39 595. R&R Ground fault interrupter (GFI) outlet 3.00 EA S 33.00 = 99.00 596. R&R Circuit breaker - bolt -on - 3 pole. 70 to 100 anip 1.00 EA tE 290.68 = 290.68 597. R&R Trunk cable - aluminum - 4 wire:#4 50.00 LF Ca: 838 = 419.00 Main to service disconnect 20.00 LF Cq� 2.23 = 44.60 598. R&R Junction box 4,00 EA a 118.72 = 474.89 Required at service mounted lights 1.00 EA Ca, 195.86 = 195.86 599. R&R Drain/Vent line - ABS pipe with fitting and hanger, 2" 36.00 LF a 13.56 = 488.16 New vent lines through roof 1 V21/2019 Page: 26 Approx 16' per fixture on I st level and approx I2' per fixture on second level 600. Replace Coaxial TV cable 200.00 LF a 1.25 = 250.00 601. Replace Phone / lm� voltage copper wiring 200.00 LF Cd 1.03 = 206.00 602. R&R Phone.,110,,N, voltage outlet rough -in 3.00 EA Ca 52.34 = 157.02 Bedroom 1 Height: 8' Subroom: Closet (1) Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 603. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA Ca 268.52 = ?68.52 604. Replace Caulking - silicone 20.00 LF Cq� 2.23 = 44.60 605. Replace Urethane foam sealant 20.00 LF a 1.021- 20.40 606. Replace Add. charge for a retrofit window, 12-23 sf - difficult 1.00 EA Ca, 195.86 = 195.86 607. Replace Interior door unit 1.00 EA Cq,' 191.57 = 191.57 BUDD-JOHN 1 V21/2019 Page: 26 American Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353 F: 303-532-SIOI http: ,vNx7"-.ATIrestoration.coni CONTIM-ED - Bedroom 1 DESCRIPTION QTY 17S -IT PRICE TOTAL 608, Replace Bypass (sliding) door set - lauaivnialiogany 1.00 EA C,� 133.26 = 133_26 609. Replace Door knob - interior LOO EA (� 42.40 = 42.40 610. Replace Baseboard - 2 1/4" 60.83 LF C& 2.55 = 155.1-1 611. Replace Closet shelf and rod package T17 LF Cq'� 18.60 = 133.36 612. Replace 114" Cement board 124.65 SF Ca, 4.15 = 517.30 613. Replace Embossing leveler for vinyl flooring 124.65 SF Cii �, 0.81 = 100.97 614. Replace Ceramic the - Standard grade 124.65 SF C 10.42 = 1,298.85 615. Tile/stone scaler 124.65 SF Ca, 0.90 = 112.19 616. Seal & paint trim - two coats 60.83 LF Ca' 1.08 = 65.70 617. Paint door slab only - 2coats (per side) 1.00 EA Ca 28.63 = 28.63 618. Paint door or window opening - 2 coats (per side) 2.00 EA Ck 23.82 = 47.64 619. Seat & paint closet shelving - single shelf - Small closet 1.00 EA Ca', 28.04 = 28.04 620. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA 37.37-- 74.74 6211. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA Ca, 146.50 = 146.50 622. Replace Ceiling fan & light 1.00 EA Cd 308.52 = 308.52 623. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA (,:% 6.75 = 27.00 624. Replace Smoke detector 1.00 EA 0- 50.64 = 50.64 Bathroom Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 625. Replace 1 4" Cement board 25.78 SF Ch, 4.15 = 106.99 626. Replace Embossing leveler for vinyl flooring 25.78 SF Cd> 0.81 = 20.88 627. Replace Ceramic tile - Standard grade 25.78 SF Ca, 10.42 = 268.63 62 S. Tile/stone sealer -15.78 SF 0.90 = 23.20 629. Replace Interior door unit 1.00 EA t 191.57 = 191.57 630. Replace Door knob - interior 1.00 EA Cq,; 42.40 = 42.40 631. Paint door slab only - 2 coats (per side) 1.00 EA Ce �, 28.63 = 28.63 632. Paint door or window opening - 2 coats (Ter side) 1.00 EA Cq 2 3. 82 = 23.82 633. Replace Cabinet knob or pull 2.00 EA Ca 8.01 = 16.02 634. Replace Vanity 2.00 LF C& 170.11 = 340.22 635. Replace Countertop, - post formed plastic laininate -1.00 LF Ca 42.77 = 85.54 636. Replace Backsplash - plastic laminate 2.00 SF Ca, 6.56 = 13.12 BUDD-JOHN 11/21/2019 Page: 27 VWTI American Technologie!s AMERICAN TECHNOLOGIES. INC. 13300 James E Casev Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 1 F: 303-532-8101 http: NvNvw.ATIrestoration.com CONTINUED - Bathroom DESCRIPTION QTY UNIT PRICE TOTAL 637. Replace Countertop edge treatment -laminate 2.33 LFF 4.58 = 10.67 638. R&R Angle stop valve 3.00 EA Fa 38.44 = 115.32 639. Replace Sink - single 1.00 EA i�, 262.84 = 262.84 640. Replace Sink faucet - Bathroom 1.00 EA Cx, 20837 = 208.37 641. R&R Bathtub 1.00 EA (5i, 911.28 = 911.28 642. Replace Tub,�sfiower faucet 1.00 EA Ca, 300.38 = 300.38 643, R&R Mixing valve - brass - 1/2 1.00 EA 6a' 178.95 = 178.95 644. Replace Tile tub surround - up to 60 SF 1.00 EA fJq- 1,110.69= 1.110.69 645. Replace Mortar bed for the .15.67 SF,,�? 7.05 = '51.47 646. Replace Toilet paper holder 1.00 EA a '26.10 = 26.10 647. Replace Towel bar 1.00 EA Ca 30.56-- 30.56 648. Replace Medicine cabinet 1.00 EA Ck, 188.12 = 188.12 649. Replace Bathroom ventilation fan, light, and heater - Small 1.00 EA (,c-& 181.21 = 181.21 650, Replace Light bar - 2 lights 1.00 EA Ca, 69,20 = 69.20 651. Replace Light bulb - Compact Fluorescent stand. type - mat. only 2.00 EA a, 6.75 = 13.50 Hallway Missing Wall DESCRIPTION 3'3"X8' Opens into LIN7I'-,G-ROO?NI QTY UNIT PRICE Height: 8' TOTAL 652. Replace Baseboard - 2 14" 19-15 LF Ca: 2.55 = 49.09 653. Replace 1.4" Cement board 24.28 SF Ca, 4.15 = 100.76 654. Replace Embossing leveler for vinyl flooring 24.28 SF 07 0.81 = 19.67 655. Replace Ceramic the - Standard grade 2 4.2 8 SF 10.42 = 253.00 656. Tile/stone sealer 24.28 SF C& 0.90 = 21.85 657. Seal & paint trim - two coats 19.25 LF Ca, 1.08 = 20.79 658. Paint door slab only - 2 coats (per side) 5.00 EA to 28.63 = 143.15 659. Paint door or window opening - 2 coats (per side) 5.00 EA 2 3. 82 = 119.10 660. Replace :Smoke detector 1.00 EA 0' 50.64, = 50.64 BUDD-JOFENT 11 21 2019 Page: 28 I American Technologies A-MER1CA'-\ TECHNOLOGIES. INTC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T: 800-400-9353 F: 303-532-8101 http:i'<'-N-,i-,rNN-.ATIrestoratioii.coin Linen 2 Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 661. Replace Interior door unit 1.00 EA Ca 191.57 = 191.57 662. Replace Door knob - interior 1.00 EA @ 4140 = 421.40 663. Replace Baseboard - 2 1,4" 8.50 LF @ 2.55 = 21.68 664, Replace Shelving - 12" - in place 7.42 LF Ca. 8-53 = 6329 665. Seal & paint trim - two coats 8.50 LF (ez, 1.08 = 9.18 666. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 667. Paint door or window opening - 2 coats (per side) 1.00 EA C 23.82 = 23.82 668. Seal & paint closet shelving 12.08 LF Cd, 7.19 = 86.86 Linen I Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 669. Replace Interior door unit 1.00 EA Ca, 191.57 = 191.57 670. Replace Door knob - interior 1.00 EA Ca 42.40 = 42.40 671. Replace Baseboard - 21 1/4" 8.33 LF Ca, 2.55 = 21.14 672. Replace Shelving - I'" - - in place 7.50 LF (S- 8.53 = 63.98 673. Replace 114" Cement board 4.17 SF C. 4.15 = 17.31 674. Replace Embossing leveler for vinyl flooring 4.17 SF C. 0.81 =a,38 20.40 675. Replace Ceramic the - Standard grade 4.17 SF Ca 10.42 = 43.45 676. Tile/stone sealer 4.17 SF C. 0.90 = 175 677. Seal & paint trim - two coats 8.33 LF C& 1.08 = 9.00 678. Paint door slab only - 2 coats (per side) 1.00 EA @ 28.63 = 28.63 679. Paint door or window opening - 21 coats (per side) 1.00 EA C 23.82 = 23.82 680. Seat & paint closet shelving 12.50 LF Ca, 7.19 = 89.88 Kitchen/ Din Height: 8' hissing Wall 81 7#1 X 81 Opens into LIVINGROOM DESCRIPTION QTY UNIT PRICE TOTAL 681. Replace Vinyl window, horizontal sliding, 12-23 sf 1.00 EA C 268.52 = 268.52 682. Replace Caulking - silicone 20.00 LF @ 2.23 = 44.60 683. Replace Urethane foam sealant 20.00 LF 1.02 = 20.40 684, Replace Add. charge for a retrofit window, 12-23 sf - difficult 1.00 EA Co, 195.86 = 195.86 685. Replace Baseboard - 71 1/4" 15.08 LF Ca, 2.55 = 38.45 686. Replace 1 4" Cement board 117.35 SF Ca, 4.15 = 487.00 BUDD-JOHN 11, 21 x2019 Page: 29 American TechnologieN AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T: 500-400-9353'F:303-532-8101 http:tf,'Nxi-s,Nv,.ATIrestoratioil.coiii CONTINUED - Kitchen/ Din DESCRIPTION QTY UNIT PRICE TOTAL 687, Replace Embossing leveler for vinyl flooring 117.35 SF Ca, 0.81 = 95.05 688. Replace Ceramic tile - Standard grade 117.35 SF Ca I0A2 = 1 =2.79 689. Tile' stone sealer 117.35 SF (a 0.90 = 105.62 690. Seal & paint trim - rwo coats 15.08 LF C& 1.08 = 16.29 691. Paint door or window opening - 2 coats (per side) 1.00 EA q_ 23.82 - 13.82 692. Replace Window blind - PVC - 2" - 20.1 to 321 SF 1.00 EA @2, 146.50 = 146.50 693. Replace Cabinetry - lower (base) units 9.92 LF (q- 175.38 = 1.739,77 694. Replace Cabinetry - upper (-,vall) units 15.922 LF Cq, 126,47 = 2-01340 695. Replace Cabinet panels - side. end, or back 2.00 SF Cd, 14.95 = 29.90 696. Seal & paint cabinetry - lower - inside and out 9.92 LF Ca, 31.30 = 310.50 697. Seal & paint cabinetry - upper - inside and out 16.921 LF Ca 26.11 = 441.78 698. Replace Cabinet knob or pull 15.00 EA Ca, 8.0I = 120.15 699. Replace Countertop - post formed plastic laminate 9.92 LF C&, 4177 = 424.28 700. Replace Sink - double 1.00 EA C& 382.31 = 382.31 701. Replace Sink faucet - Kitchen LOO EA @ 253.37 = 253.37 702. R&R Angle stop valve 2.00 EA Ca, 38.44-- 76.88 703. Replace Refrigerator - top fi-eezer - 14 to IS cf 1.00 EA (r -t, 613.71 = 613.71 704. Replace Range hood 1.00 EA @ 185.82 = 185.82 705. Replace Range - freestanding - electric 1.00 EA 629.96 = 629.96 706. Replace Garbage disposer 1.00 EA Ca 238.45 = 238.45 707. Replace Ceiling fan & light 1.00 EA Crt 308.52 = 308.52 708. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA "Ti 6.75 = 27.00 Bedroom 2 Subroom: Clst 2 (2) Subrooni: Clst 1 (1) DESCRIPTION 709. Replace Vinyl window, horizontal sliding, 12-23 sf 710. Replace Caulking - silicone 711. Replace Urethane foam sealant 712. Replace Add. charge for a retrofit window. 12-23 sf - difficult =6200162 Height: 8' Height: 8' Height: 8' QTY UNIT PRICE TOTAL 1.00 EA @ 268.52 = 268.52 10.00 LF @ 2.23 = 44.60 20.00 LF Ca, 1.02 = 20.40 1.00 EA 195.86 = 195.86 11x`21/2019 Page: 30 American Technologi,., AXIERICA'INT TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T:800-400-9353 F: 303-532-SIOI http:!f"N-,i�,-Nv.ATIrestoratioii.com CONTINUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 713. Replace Interior door unit 1.00 EA (S- 191.57 = 191.57 714. Replace Bypass (sliding) door set - lauan/niahogany 1.00 EA @ 133.26 = 133.26 715. Replace Door knob - interior 1.00 EA @ 42.40 = 42.40 716. Replace Baseboard -21 1/4" 73.83 LF @ 2.55 = 188.27 717. Replace Closet shelf and rod package 5.00 LF Ca 18.60 = 93.00 718. Replace 1/4" Cement board 167.35 SF 4.15 = 694.50 719. Replace Embossing leveler for vinyl flooring 167.35 SF 0.81 = 135.55 720. Replace Ceramic tile - Standard grade 167.35 SF C 10.42 = 1,743.79 721. Tile/stone sealer 167.35 SF Ca, 0.90 = 150.62 722. Seat & paint trine - two coats 73.83 LF @ 1.08 = 79.74 723. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 724. Paint door or wiiido-%N,, opening - 2 coats (per side) 2.00 EA @ 23.82 = 47.64 7215. Seal & paint closet shelving - single shelf - Small closet 1.00 EA Ca 28.04 = 28.04 726. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA Ca-, 37.37- 74.74 727. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA Cq, 146.50 = 146.50 728. Replace Ceiling fan & light 1.00 EA Ca 308.52 = 308,52 729. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA @ 6.75 = 27.00 730. Replace Smoke detector 1.00 EA C 50.64 = 50.64 LiNing Room Height: 8' Missing Wall 31 3#1 X 81 Opens into HALLNVAY Missing Wall 8' 7" X 8' Opens into KITCHENDINT DESCRIPTION QTY UNIT PRICE TOTAL 731. Replace Vinyl window. horizontal sliding, 12-23 sf 1.00 EA Ca 268.52 = 268.521 732. Replace Caulking - silicone 20.00 LF @ 2.13 = 44.60 733. Replace Urethane foam sealant 20.00 LF Cd 1.01 = 20.40 734. Replace Add. charge for a retrofit window, 12-23 sf - difficult 1.00 EA r@ 195.86= 195.86 735. Replace Wood door frame & trim - exterior - softwood 16.67 LF Ca, 11.15 = 185.87 736. Replace Exterior door - solid core laud ? mahogany or birch flush 1.00 EA Ca 271.63 = 271.63 737. Replace Door lockset & deadbolt - exterior 1.00 EA @ 85.99 = 85.99 738. Replace Door peep hole 1.00 E A 15.16 = 15.16 BUDD-JOHN 11 '2112019 Page: 31 American Technolog.-., ATMERICANN TECHNOLOGIES. FXC. 13300 James E Casev Ave, Suite 400 Englewood, CO 80 112 T: 800-400-9353 1 F: 303-532-8101 http: , Nv%x7w.ATIrestoration.com CONTINUED - Living Room DESCRIPTION QTY UNIT PRICE TOTAL 739. Replace Door hinges (set of 3) 1.00 EA @' 42.84 = 42.84 740, Replace Door threshold 1.00 EA Cae 46.21 = 46.21 741. Replace Baseboard - 2 14" 41.33 LF t 2.55 = 105.39 742. Replace Window sill 7.00 LF Ck 2.73 = 19.11 743. Replace 1/4" Cement board 177.17 SF 4.15 = 735.26 744. Replace Embossing leveler for vinyl flooring 177.17 SF Ca, 0.81 = 143.51, 745. Replace Ceramic the - Standard grade 177.17 SF @,, 10.42 = 1,846.11 '174& Tile/stone sealer 177.17 SF Ca 0.90 = 15 9. 45 747. Seal & paint thin - two coats 41.33 LF @ 1.08 = 44.64 748. Paint door stab only - 2 coats (per side) 2.00 EA � 28.63-- 57.26 749. Paint door or window opening - 2 coats (per side) 3.00 EA � 23.82 = 71.46 750, Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA � 146.50 = 146.50 Coat Closet Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 751. Replace Interior door unit 1.00 EA tri 191.57 = 191.57 752. Replace Door k-iiob - interior 1.00 EA 42.40 = 42.40 753. Replace Baseboard - 2 1/4" 8.17 LF,'� 2.55 = 20.83 754. Replace Closet shelf and rod pack -age 2.50 LF I C" 18.60 = 46.50 755. Replace 1,4" Cement board 3.96 SF (d, 4.15 = 16.43 756. Replace Embossing leveler for vinyl flooring 3.96 SF Cd 0.81 = 3,21 757. Replace Ceramic the - Standard grade 3.96 SF Ca, 10.42 = 41.26 758. Tile'stone sealer 3.96 SF @ 0.90 = 3.56 759. Seal & paint trim - two coats 8.17 LF @ 1.08 = 8.82 760. Paint door slab only - 2 coats (per side) 1.00 EA @ 28,63 = 28.63 761. Paint door or window opening - 2 coats (per side) 1.00 EA @ 23.82 = 23.82 762. Seal & paint closet shelving - single shelf- Small closet 1.00 E-A Ca, 28.04 = 28.04 Unit 5 BLTDD-JOH-N- IV21j2019 Page: 32 =- 7-1 -1 American Technolo g.,s _ n. AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T:800-400-9353 F:303-532-8101 http:'--%Nix-NN-.ATIrestoration.com Main Level -Main Level DESCRIPTION QTY UNIT PRICE TOTAL Gross Scope itenis that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 763. Deodorize building - Hot thermal fog 5.568.00 CF ?�i 0.07 = 389.76 764. Seat stud wall for odor control 1,547.67 SF (a 0.68 = 1,052.42 765. Seat floor or ceiling joist system 629.86 SF Ca, 0.95 = 598.37 766. Seal stud wall for odor control (anti -microbial coating) 2,177.53 SF (S- 2.02 = 4,398.61 767. Replace Batt insulation - 4" - R13 - unfaced batt 954.00 SF � 0.75 = 715.50 768. Replace Blown -in insulation - 14" depth - R38 629.86 SF Ca, 1.34 = 844.01 769. Replace 5/8" di3,wall - hung, taped, floated. ready for paint 1,583.86 SF Ca 2.22 = 3,516.17 770. Replace 1;2" drywall - hung, taped, floated. ready for paint 1,187.33 SF Ca 2.15 = 2.55176 771. Seal/prince then paint the walls and ceiling twice (3 coats) 2.771.19 SF Ca, 1.01 = 2.79890 772. Replace Rewire - average residence - copper wiring 629.86 SF C& 3.16 = 1.990.36 773. R&R Breaker panel - 70 amp w/arc fault breakers 1.00 EA Ca; 1.025.19 = 1,025.19 774R&R Outlet 14.00 EA (ii' ISA5 = 25830 775. R&R Switch 7.00 EA ('" 19.77 = 131.39 776, R&R Ground fault interrupter (GFI) outlet 3.00 EA ri,� 33.00 = 99.00 777. R&R Circuit breaker - bolt -on - 3 pole, 70 to 100 anip 1.00 EA (FK' 290.68 = 290.68 778. R&R Trunk cable - aluminum - 4 wire #4 50.00 LF Ca, 8.38 = 419.00 Main to service disconnect 779. R&R Junction box 400 EA Ca, 118.72 = 474.88 Required at service mounted lights 780. R&R Drain,,A?ent line - ABS pipe with fitting and hanger. 2" 36.00 LF Cq, 13.56 = 488.16 New vent lines through roof Approx 16' per fixture on 1st level and approx 12' per fixture on second level 781. Replace Coaxial TY' cable 200.00 LF Cm, 1.25 = 250.00 782. Replace Phone low voltage copper wiring 200.00 LF (c -t,, 1.03 = 206.00 783. R&R Phone/low voltage outlet rough -in 3.00 EA Civ, 52,34 = 157.02 Hallway Height: 8' 'Missing Wall 31 Yf X 81 r-1 Opens into LIVING ROOM - DESCRIPTION QTY UNIT PRICE TOTAL 784, Replace Baseboard - 2 1/4" 19.25 LF @ 2.55 = 49.09 785. Replace 14" Cement board 24.28 SF Cq; 4.15 = 100.76 786. Replace Embossing leveler for vinyl flooring 24.28 SF Ca, 0.81 = 19.67 787. Replace Ceramic the - Standard grade 24.28 SF Cal 10.42 = 253.00 788. Tile!stone sealer 24.28 SF @ 0.90 = 21.85 BL'DD-J0f]N 1 L'21/2019 Page: 33 �An American Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T:800-400-9353 F:303-532-8101 http:,",,-Nx�,-,,Nv.ATIrestoratioii.coni CONTINUED - Hallway DESCRIPTION QT -17 UNIT PRICE TOTAL 789. Seal & paint trim - two coats 19.25 LF Ch. 1.08 = 20.79 790. Paint door slab only - 2 coats (per side) 5.00 EA(g 28.63 = 143.15 791. Paint door or windoxN, opening - 2 coats (per side) 5.00 EA Ca; 23.82 = 119.10 792. Replace Smoke detector 1.00 EA Ca,' 5Q64 = 50.64 Linen 2 Height: S' DESCRIPTION QTY UNIT PRICE TOTAL 793. Replace Interior door unit I A0 EA Ca,,, 191.57 = 191.57 794. Replace Door knob - interior 1.00 EA (a- 42.40 = 42.40 795. Replace Baseboard - 22 1/4" 8.50 LF @-, 2.55 = 21.68 796. Replace Slielvin-c-, - 12" - in place 7.42 LF 8.53 = 63.29 797. Seal & paint trim - two coats 8.50 LF 1.08 = 9.18 798. Paint door slab only - I coats (per side) 1.00 EA Cq 28.63 = 28.63 799, Paint door or window opening - 2 coats (per side) 1.00 EA Ck' 23.82 = 23.82 800. Seal & paint closet shelving 12.08 LF ra 7.19 = 86,86 Coat Closet Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 801, Replace Interior door unit 802. Replace Door knob - interior 803. Replace Baseboard - 2 1 4" 804. Replace Closet shelf and rod package 805. Replace 14" Cement board 806. Replace Embossing leveler for vinyl floorin?, 807. Replace Ceramic tile - Standard grade SO& Tile/stone sealer 809. Seat & paint trim - two coats 810. Paint door slab only - 2 coats (per side) 811. Paint door or window opening - 2 coats (per side) 1.00 EA Ca- 191.57 = 191-57 1.00 EA Cq 42.40 = 42.40 10.00 LF Cq 2.55 = 25.50 3.42 LF 0 18.60 = 63.61 5.41 SF �; 4.15 = 22.45 5.41 SF Ck 0.81= 4.38 5.41 SF Ch, 10.42 = 56.37 5.41 SF C 0.90- 4.87 10.00 LF 1.08 = 10.80 1.00 EA ( 28.63 = 28.63 1.00 EA (a-, 23.82 = 23.82 BL`DD-JOH!N, I V211:'2019 Page: 34 American Technology.., AINIERICAN TECHNOLOGIES, NC. 13300 James E Casey Ave.. Suite 400 Englewood, CO 80 112 T: 800-400-9353i F: 303-532-8101 http:,,',"NN,NvNv.ATIrestoratioti.com CONTINUED - Coat Closet DESCRIPTION QTY UNIT PRICE TOTAL 812. Seal & paint closet shelving - single shelf - Small closet 1.00 EA C,' -28.04 = 28.04 Bedroom 1 Subroom: Closet (1) DESCRIPTION Height: 8' Height: 8' QT1" UNIT PRICE TOTAL 813. Replace Vinyl window. horizontal sliding, 12-23 , sf 1.00 EA Ca 268.52 = 268.52 814. Replace Caulking - silicone 20.00 LF Ca, 2.23 = 44.60 815. Replace Urethane foam sealant 20.00 LF tic 1.02 = 20.40 816. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EA Ca,, 195.86 = 195.86 817. Replace Interior door unit 1.00 EA Ca 191.57 = 191.57 818. Replace Bypass (sliding) door set - lauan/mahogany 1.00 EA Ca, 133.26 = 133.26 819. Replace Door knob - interior 1.00 EA Ca, 42.40 = 42.40 820. Replace Baseboard - 21 1/4" 60.83 LF Ca 2.55 = 15 5. 12 821. Replace Closet shelf and rod package 7.17 LF Civ, 18.60 = 133.36 822, Replace 1'4" 4" Cement board 124.65 SF Ca, 4.15 = 51730 823. Replace Embossing leveler for vinyl flooring 124.65 SF a 0.81 = 100,97 8224. Replace Ceramic the - Standard grade 124.65 SF 10.42 = 1,298.85 825. Tile/stone sealer 124.65 SF 0.90 = 11119 826. Seal & paint trim - two coats 60.83 LF C& 1.08 = 65.70 827. Paint door slab only - 2 coats (per side) 1.00 EA Ca: 18.63 = 28.63 828. Paint door or windoxN, opening - 21 coats (per side) 2.00 EA (-- ,T 23.82 = 47.64 829. Seal & paint closet shelving - single shelf - Small closet 1.00 EA (,q-�' 28.04 = 28.04 830. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA Ca 37.37 = 74.74 831. Replace Window blind - PVC - 2" -20.1 to 32 SF 1.00 EA C 146.50 = 146.50 831 Replace Ceiling fan & light 1.00 EA Ccu 308.52 = 308.52 833. 3. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA Ca, 6.75 = 27.00 834. Replace Smoke detector 1.00 EA Cm 50.64 = 50.64 Bathroom Height: 8' BUDD-JOHN 11x`21'2019 Page. 35 Ti American Technolog.,, AMERICA.\,, TECHNOLOGIES. F\C'. 13300 James E Casey Ave, Suite 400 Englewood, CO 80 112 T: 800-400-9353 F: 303-532-8101 Imp: N-,i,.-Nv.ATIrestoration.com DESCRIPTION QT17 UNIT PRICE TOTAL 835. Replace 1=4"" Cement board 25-78 SF Ca, 4.15 = 106,99 836. Replace Embossing leveler for vinyl flooring 25.78 SF £S 0,81-- 20,88 837. Replace Ceramic tile - Standard grade 25.78 SF Ca, 10.42 = 268.63 838. Tile stone sealer 25.78 SF @, 0.90 = 23.20 839. Replace Interior door unit 1.00 EA CT,, 191.57 = 191.57 840. Replace Door knob - interior 1.00 EA Ca, 42.40 = 42.40 841. Paint door slab only - 21 coats (per side) 1.00 EA Cz, 28.63 = 28.63 842. Paint door or window opening - 2 coats (per side) 1.00 EA C 23.82 = 23.82 843. Replace Cabinet knob or pull 2.00 EA @d 8.01 = 16.02 844. Replace Vanity 2.00 LF Ca, 170.11 = 340.2' 845. Replace Countertop - post formed plastic laminate 2.00 LF Ca, 42.77 = 85.54 846. Replace Backsplash - plastic laminate 2.00 SF Cq,', 6.56 = 13.12 847. Replace Countertop edge treatment - laminate 2.33 LF Ca; 4-58 = 10.67 848. R&R Angle stop valve 3.00 EA Ca, 38.44 = 115.32 849. Replace Sink - single LOO EA @-, 262.84 = 262.84 850, Replace Sink- faucet - Bathroom 1.00 EA Cq:, 208.37 = 20837 851. R&R Bathtub 1.00 EA Ca, 911.28 = 911.28 852. Replace Tubishower faucet 1.00 EA 0 300.38 = 300.38 853. R&R Mixing valve - brass - 1/2" 1.00 EA (S-, 178.95 = 178.95 854. Replace Tile tub surround - up to 60 SF 1.00 EA 1.110.69 = 1.110.69 855. Replace Mortar bed for tile 35.67 SF 7.05 = 251.47 856. Replace Toilet paper holder 1.00 EA Ca, 26.10 = 26.10 857. Replace Towel bar 1.00 EA Ca, 30-56 = 30.56 858. Replace Medicine cabinet 1.00 EA Ca; 188.12 = 188.121 859. Replace Bathroom ventilation fail, light. and heater- Small 1.00 EA Cce, 181.21 = 181.21 860. Replace Light bar - 2 lights 1.00 EA 69.20 = 69.20 861. Replace Light bulb - Compact Fluorescent stand. type - mat. only 2.00 EA @ 6.75 = 13.50 Bedroom 2 Subroom: Clst 1 (1) DESCRIPTION 862. Replace Vinyl window, horizontal sliding. 12-23 sf 863. Replace Caulking - silicone 864. Replace Urethane foam sealant 865. Replace Add. charge for a retrofit window. 12-23 sf - difficult 866. Replace Interior door unit 867. Replace Bypass (sliding) door set - lauaii4iiallogany BUDD-JOHN Height: 8' Height: 8' QTY UNIT PRICE TOTAL 1.00 EA Ca, 268.52 = 268.52 20.00 LF @z, 2.23 = 44.60 20.00 LF @ 1.02 = 20.40 1.00 EA C& 195.86 = 195.86 1.00 EA � 191.57 = 191.57 1.00 EA C& 133.26 = 133.26 11/21/2019 Page: 36 American Technolog.,,, AMERICA'\` TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80112 T: 800-400-9353 1 F: 303-532-8101 http: ';N-,,Ni7w.ATIrestoration.coili CONTI-NUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 868. Replace Door knob - interior 1.00 EA 42.40 = 42.40 869. Replace Baseboard - 2 14" 55.83 LF Ca, 2.55 = 142.37 870. Replace Closet shelf and rod package 5.00 LF (_-&� 18.60 = 93.00 871. Replace V4" Cement board 118.02 SF C& 4.15 = 489.78 87-1. Replace Embossing leveler for vinyl flooring 118.02 SF (a-,, 0.81 = 95.60 873. Replace Ceramic tile - Standard grade 118.02 SF Ca, 10.42 = 1.229.77 874. Tile/stone sealer 118.02 SF Ca, 0.90 = 106.22 875. Seal & paint trim - two coats 55.83 LF C-r�', 1.08 = 60.30 876. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 877. Paint door or window opening - 2 coats (per side) 2.00 EA Ca, 23.82 = 47.64 878. Seal &- paint closet shelving - single shelf - Small closet 1.00 EA (a-,' 28.04 = 28.04 879. Paint bypass door set - slab only - 2 coats (per side) 1.00 EA Ca, 37.37 = 37.37 880. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA (A, 146.50 = 146.50 881. Replace Ceiling fan & light 1.00 EA C& 308,52 = 308.52 881 Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA Ca 6.75 = 27.00 883. Replace Smoke detector 1.00 EA Ca 50.64 = 50.64 Linen I Height: 81 DESCRIPTION QTY UNIT PRICE TOTAL 884. Replace Interior door unit 1.00 EA (4:, 191.57 = 191.57 885. Replace Door knob - interior 1.00 EA C& 42.40 = 42.40 886. Replace Baseboard - 2 1/4" 8.33 LF Ca,,, 2.55 = 21.24 887. Replace Shelving - 12" - in place 7.50 LF r&-,, 8.53 = 63.98 888. Replace 1/ 4" Cement board 4.17 SF ii, 4.15 = 17.31 889. Replace Embossing leveler for vinyl flooring 4.17 SF Cot 0.81 = 3.38 890. Replace Ceramic tile - Standard grade 4.17 SF �, 10.42 = 43.45 891. Tile2stone sealer 4.17 SF Ca, 0.90 = 3.75 892. Seal & paint trine - two coats 8.33 LF Cal 1.08 = 9.00 893. Paint door slab only - 2 coats (per side) 1.00 EA Ca 28.63 = 28.63 894. Paint door or window opening - 21 coats (per side) 1.00 EA Ca, 23.82- 23.82 895. Seal & paint closet shelving 12.50 LF @ 7.19 = 89.88 BUDD-JOIN I 1 " 21 2019 Page: 37 WAVY Living Roan Missing NN-alle� Missing Wall American Technolog.--, ATMERICANT TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CC) 80112 T:800-400-9353 F:303-532-8101 http:l','NNIN'%rN-,7.ATIrestoratioii.com DESCRIPTION 3' 3" X 8# 8' 71# X 81 Height: 8' Opens into HALLNVAY Opens into ICITCHEN-DIN, QTY UNIT PRICE TOTAL 896. Replace Vinyl window, horizontal sliding, 12-23 sf 1.00 EA Ca 268.52 = 268.52 897. Replace Caulking - silicone 20.00 LF Ca 2.23 = 44.60 898. Replace Urethane foam sealant 20.00 LF Cd 1.02 = 20.40 899. Replace Add. charge for a retrofit window. 12-23 sf - difficult 1.00 EAS-, 195.86 = 195.86 900. Replace Wood door frame & trim - exterior - softwood 16.67 LF Ca 11.15 = 185.87 901. Replace Exterior door - solid core lauan " mahogany or birch flush 1.00 EA Ca, 271.63 = 271.63 902. Replace Door lock -set & deadbolt - exterior 1.00 EA Cir� 85.99 = 85.99 903. Replace Door peep hole 1.00 EA Ca 15.16 = 15.16 904. Replace Door hinges (set of 3) 1.00 EA Ca, 42.84 = 42.84 905. Replace Door threshold 1.00 EA �, 46.21 = 46.21 906. Replace Baseboard - 2 14" 41.33 LF Ca, 2.55 = 105.39 907. Replace Window sill 7.00 LF Ca, 2.73 = 19.11 908. Replace 14" Cement board 177.17 SF Ca,, 4.15 = 735.26 909. Replace Embossing leveler for vinyl flooring 177.17 SF Ca, 0.81 = 143.51 910. Replace Ceramic tile - Standard grade 177.17 SF Ca,, 10.42 = 1.846.11 911. Tile/stone sealer 177.17 SF Cq� 0.90 = 159.45 912. Seat & paint trim - two coats 41.33 LF (2, 1.08 = 44.64 913. Paint door slab only -2 coats (per side) 2.00 EA Cq, 28.63 = 57.26 914. Paint door or window opening - 2 coats (per side) 3.00 EA E 23.82 = 71.46 915. Replace Windo-,N, blind - PVC - 2" - 20.1 to 32 SF 1.00 EA (k:, 146.50 = 146.50 Kitchen/ Din Height: 8' Missing Wall 8' 7" X 8' Opens into LIVING -ROOM DESCRIPTION QTY UNIT PRICE TOTAL 916. Replace Vinyl window. horizontal sliding, 12-23 sf 1.00 EA @ -168-52 = 268.52 917. Replace Caulking - silicone 20.00 L F Ccu 2.23 = 44.60 918. Replace Urethane foam sealant 20.00 LF Ca; 1.02 = 20.40 919, Replace Add. charge for a retrofit window. 12-23 sf -difficult 1.00 EA(-, T 195.86 = 195.86 920. Replace Baseboard - 2 14" 15.08 LF (q 2.55 = 38.45 921. Replace P;4" Cement board 117.35 SF Ca 4.15 = 487.00 922. Replace Embossing leveler for vinyl flooring 117.35 SF @� 0.81 = 95.05 9'23. Replace Ceramic the - Standard grade 117.35 SF @ 10.42 = 1.2221.79 924. Tile/stone sealer 117.35 SF Ca, 0,90 = 105.62 BUDD-JOHNT 11 /21/2019 Page: 38 I American Technolog,-� AMERICAN TECH1\70LOGIES. UNTC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T:800-400-9353 F: 303-552-8101 http:t'f,',.,iN-N-,-.ATIrestoratioii.coiii CO-NTINUED - Kitchen/ Din DESCRIPTION QTY UNNIT PRICE TOTAL 925. Seat & paint trim - two coats 15.08 LF (d-- 1.08 = 16.29 926. Paint door or window opening - 2 coats (per side) 1.00 EA Ca 23.82-- 23.82 927. Replace Window blind - PVC- T' - 20.1 to 32 SF 1.00 EA C& 146.50 = 146.50 928. Replace Cabinetry - lower (base) units 9.92 LF @ 175.38 = 1.739.77 929. Replace Cabinetry - upper (wall) units 15.92 LF �,', 126,47 = 2.013.40 930. Replace Cabinet panels - side, end. or back 2.00 SF Ca- 14.95- 19.90 931. Seat & paint cabinetry - lower - inside and out 9.92 LFA 31.30 = 310.50 932. Seal & paint cabinetry - tipper - inside and out 16.92 LF Ch, 26.11 = 441.78 933. Replace Cabinet knob or pull 15,00 EA Ca 8.01 = 120.15 934, Replace Countertop - post formed plastic laminate 9.92 LF, 42,77 = 424.28 935. Replace Sink - double 1.00 EA f% 382.31 = 382.31 936. Replace Sink faucet - Kitchen 1.00 EA (ii' 253.37 = 253.37 937. R&R Angle stop valve 2.00 EA lir`; 38.44 = 76.88 938. Replace Refrigerator - top freezer - 14 to 18 cf 1.00 EA Ca 613.71 = 613.71 939. Replace Range hood 1.00 EA ay 185.82 = 185.82 940. Replace Range - freestanding - electric 1.00 EA (ii '629.96 = 629.96 941. Replace Garbage disposer 1.00 EA 0, 238.45 = 238.45 942. Replace Ceiling fan & light 1.00 EA Cit� 308.52 = 308.52 943. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA C,�'- 6.75 = 27.00 Unit 6 -.Main Level Main Level DESCRIPTION QTY UNIT PRICE TOTAL Gros-, Scope items that apply to all rooms are estimated in the main level to reduce the # of pages of the estimate 944, Deodorize building - Hot thermal fog 5.982.56 CF CW 0.07 = 418.78 945. Seal stud wall for odor control 1.643.08 SF 6, 0.68 = 1.117.29 946. Seal floor or ceiling joist system 677.74 SF Cr0.95 = 643.85 947. Seat stud wall for odor control (anti -microbial coating) 2320.82 SF 2.02 = 4.688.06 948. Replace Batt insulation - 4" - R13 - unfaced batt 1.015.50 SF Ca; 0.75 = 761.63 949. Replace Blown -in insulation - 14" depth - R38 677.74 SF Ca, 1.34 = 908.17 950. Replace 5,18" drywall - hung. taped. floated. ready for paint 1,693.24 SF Ca, 2.22 = 3,758.99 BUDD-JOHN. 11/2112019 Page: 39 American Technolog.-, AMERICAN TECHNOLOGIES. INC. 13300 Jaines E Casev Ave, Suite 400 Englewood, CO 80 112 T: 800400-9353 F: 303-532-8101 http:/.i"Nlli-,iv.ATIrestoratioii.com CONTINUED - Main Level DESCRIPTION QTY UNIT PRICE TOTAL 951. Replace 1-'2" - hung. taped, floated., ready for paint 1.255.17 SF 2.15 = 2.698.62 952. Seal('priiiie then paint the walls and ceiling twice (3 coats) 2,948.40 SF Ca, 1.01 = 2.977.88 953. Replace Rewire - average residence - copper wiring 677.74 SF Ca: 3.16 = 2.1141.66 954. R&R Breaker panel - 70 atup, wfarc fault breakers 1.00 EA Ca, 1,025.19 = 1,02519 955. R&R Outlet 14.00 E A @ 18.45 = 258.30 956. R&R S% -,,-Itch 7.00 EA Cq, 18.77 = 131.39 957. R&R Ground fault interrupter (GFI) outlet 3.00 EA Ca,,' 33.00 = 99.00 958. R&R Circuit breaker - bolt -oil - 3 pole, 70 to 100 amp 1.00 EA Ca, 290.68 = 290.68 959. R&R Trunk cable - aluminum - 4 wire #4 %00 LF Ca, 8.38 = 419.00 Main to service disconnect 1.00 EA Cd 42.40 = 42.40 960. R&R Junction box 4.00 EA Ca 118.72 = 474.88 Required at service mounted lights 7.17 LF C. 18.60 = 133.36 961. R&R Drain/Vent line - ABS pipe with fitting and hanger, 2" 36.00 LF Ca 13.56 = 488.16 New vent lines through roof 11121;2019 Page: 40 Approx 16' per fixture oil 1st level and approx 12' per fixture on second level 962. Replace Coaxial TV cable 200.00 LF Ch, 1.25 = 250.00 963. Replace Phone low voltage copper wiring 200.00 LF 1.03 = 206.00 964. R&R Phone,'Iowvoltage outlet roiigh-iii 3.00 EA Ca, 52.34 = 157.02 Bedroom I Height: 8' Subroom: Closet (1) Height: 8' DESCRIPTION QTY UNIT PRICE TOTXL 965. Replace Vinyl window, horizontal sliding, 12-23 sf 1.00 EA C 268_52 = 268.52 966. Replace Caulking - silicone 20.00 LF Ca, 2.23 = 44.60 967, Replace Urethane foam sealant 20.00 LF Ca 1.02 = 20.40 968. Replace Add, charge for a retrofit window, 12-23 sf - difficult 1.00 EA Civ, 195.86 = 195.86 969, Replace Interior door unit 1.00 EA Ca, 191.57 = 191.57 970. Replace Bypass (sliding) door set - lauau'niahogany 1.00 EA Ca, 133.26 = 133.26 971. Replace Door knob - interior 1.00 EA Cd 42.40 = 42.40 972. Replace Baseboard - 2 1/4" 60.83 LF Ca, 2_55 = 15 5. 121 973. Replace Closet shelf and rod pack -age 7.17 LF C. 18.60 = 133.36 974. Replace 114" Cement board 124.65 SF Ca, 4.15 = 51730 BUDD-JOHN 11121;2019 Page: 40 American Technologi. ATI AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 EngleN,vood. CO 80 111 T:800-400-9353 F: 303-532-8101 http:,", NvN-,iv.ATIrestoration. com CONTINUED - Bedroom I DESCRIPTION QTY UNIT PRICE TOTAL 975. Replace Embossing leveler for vinyl flooring 124.65 SF Cq, 0.81 = 100.97 976. Replace Ceramic the - Standard grade 124.65 SF Ca, 10,42 = 1.298.85 977. Tile/stone sealer 124.65 SF (S-,, 0.90 = 111.19 978. Seal & paint trim - two coats 60.83 LF Ca, 1.08 = 65.70 979. Paint door slab only - 21 coats (per side) 1.00 EA @r 28.63 = 28.63 980. Paint door or window opening - 2 coals (per side) 2.00 EA Cd', 23.82 = 47.64 981. Seat & paint closet shelving - single shelf - Small closet 1,00 EA ie 28.04 = 28.04 982. Paint bypass door set - slab only - 2 coats (per side) 2.00 EA tar 37.37 = 74.74 983. Replace Window blind - PVC - 2 20.1 to 32 SF 1.00 EA j 146.50 = 146.50 984. Replace Ceiling fan & light 1.00 EA (k: 308.52 = 308.52 985. Replace Light bulb - Compact Fluorescent stand. type - mat. only 4.00 EA 6.75 = 27.00 986. Replace Smoke detector 1.00 EA (a-,, 50.64 = 50.64 Bathroom Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 987. Replace 14" Cement board 25.78 SF a 4.15 = 106.99 988. Replace Embossing leveler for vinyl flooring 25.78 SF Ca, 0.81 = 20.88 989. Replace Ceramic the - Standard grade 25.78 SF C 10.42 = 268.63 990. Tile/stone sealer 25.78 SF Ca,, 0.90 = 23.20 991. Replace Interior door unit LOO EA � 191.57 = 191.57 992. Replace Door knob - interior 1.00 EA Ca, 42.40 = 42.40 993. Paint door slab only - 2 coats (per side) 1.00 EA Ck 28.63 = 28.63 994. Paint door or windo-vN, opening - 2 coats (per side) 1.00 EA Ca 2 3. 821 = 23.82 995. Replace Cabinet knob or pull 2.00 EA @ 8.01 = 16.02 996. Replace Vanity 2.00 LF Ca 170.11 = 340.22 997. Replace Countertop - post formed plastic laminate 2.00 LF @ 42.77 = 85.54 998. Replace Backsplash - plastic laminate 2.00 SF @ 6.56 = 13.12 999. Replace Countertop edge treatment - laminate 2.33 LF C 4.58 = 10.67 1,000. R&R Angle stop valve 3.00 EA Co, 38A4 = 115.32 1.001. Replace Sink- - single 1.00 EA Ca:, 262.84 = 262.84 1.002. Replace Sink faucet - Bathroom 1.00 EA (Fi 208.37 = 208.37 1.003. R&R Bathtub 1.00 EA Cq� 911.28 = 911.28 BUDD JOHN 11 21 '2019 Page: 41 American Technology_., AMERICAN TECHNOLOGIES, INC. 13300 James E Casev Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353 i F: 303-532-8101 http:,"�"�i�,Nv.ATIrestoratioii.com CONTINUED - Bathroom DESCRIPTION QTY UNIT PRICE TOTAL 1.004. Replace Tub,�shoxver faucet 1.00 EA Ca,' 300.38 = 30038 1,005. R&R, Mixing valve - brass - 1 1.00 EA 6� 178.95 = 178.95 1,006, Replace Tile tub surround - up to 60 SF 1.00 EA Ci,,, 1.110.69 = 1,110.69 LOOT Replace TkIortar bed for the 35.67 SF Ca,,, 7.05 = 251.47 LOOS. Replace Toilet paper holder 1.00 EA Cq 26.10 = 26.10 1.009. Replace Towel bar 1.00 EA 30.56 = 30.56 1.010. Replace Medicine cabinet 1.00 EA 188.12 = 188.12 1,011. Replace Bathroom ventilation fan, light, and heater - Small 1.00 EA 181.21 = 181.21 1,011 Replace Light bar -21 lights cl - 1.00 EA C:69.20 = 69.20 1,013. Replace Light bulb - Compact Fluorescent stand. type -neat. only 2.00 EA C& 6.75 = 13.50 Hallway Missing Wall DESCRIPTION Height: 8' Y 3#1 X 8' Opens into LIVING -ROO'.N1 QT17 UNIT PRICE TOTAL 1.014. Replace Baseboard - 21 1/4" 19.25 LF 2.55 = 49.09 1.015. Replace I 1 4" Cement board 24.28 SF Cif 4.15 = 100.76 1,016. Replace Embossing leveler for vinyl flooring 24.28 SFEi 0.81 = 19.67 1,017. Replace Cerainic tile - Standard grade 24.28 SF Ca; 10.42 = 253.00 1.018. Tile/stone sealer 24.28 SF Ca, 0.90= 2L85 1.019. Seal & paint trim - two coats 19.25 LF @ 1.08 = 20.79 1,020. Paint door slab only - 2 coats (per side) 5.00 EA 4_ 28.63 = 143.15 1.021. Paint door or window opening - 2 coats (per side) 5.00 EA 23.82 = 119.10 1.022. Replace Smoke detector 1.00 EA Ci 50.64 = 50.64 Linen 2 Height: S' DESCRIPTION QTY UNIT PRICE TOTAL 1,023. Replace Interior door unit 1.00 EA @ 191.57 = 191.57 1.024. Replace Door knob - Interior 1.00 EA Ca, 42.40 = 42.40 BUDD-JOHN 11 f2 1 /2019 Page: 42 kn Ameiican Tec hnolo g._., =A AMERICAN, TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T:800-400-9353 F: 303-532-8101 http:,'icvNxrNN,.ATIrestoration. com CONTINUED - Linen 2 DESCRIPTION QTY UNIT PRICE TOTAL 1,025. Replace Baseboard - 2 1/4" 8.50 LF ra 2.55 = 21.68 11,026. Replace Shelving - 12" - in place 742 LF Ca 8.53 = 63.29 1.027. Seal & paint trim - two coats 8.50 LF @,' 1.08 = 9.18 1,028. Paint door slab only - 2 coats (per side) 1.00 EA @ 28.63 = 28.63 1,029. Paint door or window opening - 2 coats (per side) 1.00 EA (a-- 23.82 = 23.812 1.030. Seal & paint closet shelving 1-2.08 LF Cq-, 7.19 = 86.86 Linen I Height: 8' DESCRIPTION QT -17 UNIT PRICE TOTAL 1,031. Replace Interior door unit 1.00 EA Cq� 191.57 = 191.57 1.032. Replace Door knob - interior 1.00 EA Cq,, 42,40 = 42.40 1.033. Replace Baseboard - 21 1,4" 8.33 LF Cq, 2.55 = 21.24 1,034, Replace Shelving - 12" - in place 7.50 LF @ 8.53 = 63.98 1,035. Replace 14" Cement board 4.17 SF Ca,' 4.15 = 1731 1,036. Replace Embossing leveler for vinyl flooring 4.17 SF Ca, 0.81 = 3.38 1.037. Replace Ceramic the - Standard grade 4.17 SF 0a 10.42 = 43.45 1,038. Tile/stone sealer 4.17 SF Cd, 0.90 = 3,75 1.039. Seat & paint trim - two coats 8.33 LF C& 1.08 = 9.00 1.040. Paint door slab only - 2) coats (per side) 1.00 EA 0 28.63 = 28.63 1.041. Paint door or window opening - 2 coats (per side) 1.00 EA C& 73.82-_ 23.82 1.042. Seat & paint closet shelving 12.50 LF Ca, 719= 89.88 Kitchen/ Din Hei-aht: 8' Missing Wall 87" 18' Opens into LIVING -ROOM DESCRIPTION QTY UNIT PRICE TOTAL 1,043. Replace Vinyl window. horizontal sliding, 12-23 sf 1.00 EA (a' 268.52 = 268.52 1.044. Replace Caulking - silicone 20.00 LF Cci 2.23 = 44.60 1.045. Replace Urethane foam sealant 20.00 LF Cd, 1.02 = MAO BUDD-JOHN 1 1,"- 112019 Page: 43 American Technologics AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80112 T: 800-400-93-53 F: 303-532-8101 http: "-,,�,NN-NN-.ATIrestoration.com C,ON'TIN-I-,ED - Kitchen/ Din DESCRIPTION QTY UNIT PRICE TOTAL 1,046. Replace Add, charge for a retrofit window, 12-23 sf - difficult 1.00 EA Cq, 195.86 = 195.86 1,047. Replace Baseboard - 2 1;"4" 15.08 LF Cd 2.55 = 38.45 1.048. Replace 1,4" Cement board 117.35 SF 4.15 = 487.00 1,049. Replace Embossing leveler for vinyl flooring 11735 SF Ca, 0.81 = 95.05 1.050. Replace Ceramic tile - Standard grade 117.35 SF C. 10.42 = 1.222.79 1.051. Tile:stone sealer 117.35 SF C. 0.90= 105.62 1.052. Seat & paint trier - two coats 15.08 LF (S- 1.08 = 16.29 1.053. Paint door or window opening - 2 coats (per side) 1.00 EA Ca, 23.82 = 23.82 1,0254. Replace Window, blind - PVC - 2" - 20.1 to 32 SF LOO EA @ 146.50 = 146.50 1.055. Replace Cabinetry - lower (base) units 9.92 LF Ca; 175.38 = 1,739.77 1.056. Replace Cabinetry - tipper ovall) units 15.92 LF Ca, 126.47 = 21,013.40 1.057. Replace Cabinet panels - side, end. or back 2.00 SF Ca. 14,95-- 19.90 1.058. Seal & paint cabinetry - lower - inside and out 9.92 LF to 31.30 = 310.50 1.059. Seal & paint cabinetry - tipper - inside and out 16.92 LF @ 26.11 = 441.78 1.060. Replace Cabinet knob or pull 15.00 EA @,,' 8.01 = 120.15 1.061. Replace Countertop - post formed plastic laminate 9.92 LF r_a-,, 42.77 = 424.28 1.062. Replace Sink- - double 1.00 EA Ca, 382.31 = 382,31 1,063. Replace Sink faucet - Kitchen 1.00 EA (a- 253.37 = 253.37 1.064. R&R Angle stop valve 2.00 EA (�-t: 38.44 = 76,88 1.065. Replace Refrigerator - top freezer - 14 to IS cf 1.00 EA @ 613.71 = 613.71 1.066. Replace Range hood 1.00 EA Cq- 185.82 = 185.82 1,067. Replace Range - freestanding - electric 1.00 EA Ca; 629.96 = 629.96 1.068, Replace Garbage disposer 1.00 EA @-, 238.45 = 238.45 1,069. Replace Ceiling fan & light 1.00 EA Ca, 308.52 = 308.52 1,070. Replace Light bulb - Compact Fluorescent stand. type - mat, only 4.00 EA Cv 6.75 = 27.00 Bedroom 2 Subrooni: Clst 1 (1) Subroom: Clst 2 (2) DESCRIPTION 1,071, Replace Vinyl window. horizontal sliding. 12-23 sf QTY 1.00 EA U'.\'IT PRICE 268.52 = BUDD-JOHN 11%21i'2019 Height: 8' Height: 8' Height: 8' TOTAL 268.512' Page: 44 American Technolog.,s AINMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 En CO 80112 T: 800-400-9353 F: 303-532-8101 http: Nmv-w.ATIrestoration.com CONTINUED - Bedroom 2 DESCRIPTION QTY UNIT PRICE TOTAL 1.072. Replace Caulking - silicone 10.00 LF Ca., 2.213 = 44.60 1,073. Replace Urethane foam sealant 20.00 LF Ca, 1.02 = 20,40 L074. Replace Add charge for a retrofit window. 12-23 sf - difficult 1.00 EA C 195.86 = 195.86 1,075. Replace Interior door emit 1.00 EA Ca. 191.57 = 191.57 1,076. Replace By . pass (sliding) door set - lauan/mahogany 1.00 E A 133.226 = 133.26 1,077. Replace Door knob - interior 1.00 EAS 42.40 = 42.40 1,078. Replace Baseboard - 2 1,14" 73.83 LF 2.55 = 188.2', 1.079. Replace Closet shelf and rod package 5.00 LF Ca,,, 18.60 = 93.00 1,080. Replace 1/4" Cement board 167,35 SF Ca; 4.15 = 694.50 1.081. Replace Embossing leveler for vinyl flooring 167.35 SF C& 0.81 = 135.15 1,082. Replace Ceraiiiie tile - Standard grade 167.35 SF Ca, 10.42 = 1.743.79 1.083. Tile: stone sealer 167.35 SF Ca, 0.90 = 150.62 1,084. Seal & paint trim - two coats 73.83 LF Ca 1.08-- 79.74 1.085. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 1,086. Paint door or window opening - 21 coats (per side) 2.00 EA Ck 23.82 = 47.64 LOST Seal & paint closet shelving - single shelf - Small closet 1.00 EA @, 28.04 = 28.04 1.088. Paint bypass door set - slab only -2 coats (per side) 2.00 EA Cq 37.37 = 74.74 1,089. Replace Window blind - PVC - 21 20.1 to 32 SF 1.00 EA z 146.50 = 146.50 1,090, Replace Ceiling fan & light 1.00 EA Cet, 308.52 = 308.52 11,091. Replace Light bulb - Compact Fluorescent stand. type - mat. oi-Ay 4.00 EA Ca, 6.75 = 27,00 1.092. Replace Smoke detector 1.00 EA Ck 50.64-- 50.64 Living Room Height: 8' Missing Wall 30 3" X 8# Opens into HALLVVkY -Missing Wall 8'7" 18' Opens into 10TCHEN - DINT DESCRIPTION QTY 7 1NIT PRICE TOTAL 1.093. Replace Vinyl window, horizontal sliding. 12-23 sf 1.00 EA Ca 268.52 = 268.52 1,094. Replace Caulking - silicone 20.00 LF C 2.23 = 44.60 1,095. Replace Urethane foam sealant 20.00 LF (:a� 1.02 = 20.40 1,096. Replace Add charge for a retrofit window. 12-23 sf - difficult 1.00 EA Ca, 195.86 = 195.86 1,097. Replace Wood door frame & trim. -exterior -softwood 16.67 LF Ca, 11.15 = 185.87 BLIDD-JOHN I 11"Lli-1019 Page: 41 ATi-'-�, American Technolog.-s AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave. Suite 400 Englewood. CO 80 112 T: 800-400-9353; F: 303-532-8101 littp: N,,�x-,-N-,-.ATIrestoratioii.cotii CONTINUED - Lh-hig Rooin DESCRIPTION QTY UNIT PRICE TOTAL 1.098. Replace Exterior door - solid core lauan,2 mahogany or birch 1.00 EA C& 271.63 = 271.63 flush 1.114. Replace Door knob - interior 1.00 EA @ 42.40 = 1.099. Replace Door lockset & deadbolt - exterior 1.00 EA 85.99 = 85.99 1,100. Replace Door peep hole 1.00 EA Ca, 15.16 = 15.16 1.101. Replace Door hinges (set of 3) LOO EA Ca;, 42.84 = 42.84 1.102. Replace Door threshold 1.00 EA Ca 46.21 = 46.21 1.103. Replace Baseboard - 2 14" 4133 LF 2.55 = 10539 1.104, Replace Window sill 7.00 LF Cif 2.73 = 19.11 1.105. Replace V4" Cement board 177.17 SF Ca, 4.15 = 735.26 1.106. Replace Embossing leveler for vinyl flooring 177.17 SF 0 0.81 = 143.51 1.107. Replace Ceramic tile - Standard grade 177.17 SF r 10.42 = 1,846,11 1.108. Tile,stone sealer 177.17 SF 0.90 = 159.45 1.109. Seal & paint trim - two coats 41.33 LF Ca, 1.08 = 44,64 1,110. Paint door stab only -21 coats (per side) 2.00 EA (.a7,, 28.63 = 57.26 1,111. Paint door or window opening - 2 coats (per side) 3.00 EA C,�,' 23.82 = 71.46 1.112. Replace Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA C& 146.50 = 146.50 Coat Closet Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 1,113. Replace Interior door unit 1.00 EA Ca, 191.57 = 191.57 1.114. Replace Door knob - interior 1.00 EA @ 42.40 = 42.40 1.115. Replace Baseboard -21 1/4" 8.17 LF (T- 2.55 = 20.83 1,116. Replace Closet shelf and rod package 2.50 LF Ca, 18.60 = 4&50 1,117. Replace 1/4" Cement board 3.96 SF to 4.15 = 16.43 1.1118. Replace Embossing leveler for vinyl flooring 3,96 SF @�, 0.81 = 3.21 1.119. Replace Ceramic tile - Standard grade 3.96 SF C, 10.42 = 41.26 1,120. Tilelistone sealer 3.96 SF C& 0.90 = 3.56 1,121. Seal & paint trim - M, 7o coats 8.17 LF Cv,, 1.08 = 8.82 1,122. Paint door stab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 1.123. Paint door or window opening - 2 coats (per side) 1.00 EA @ 23.82 = 23.82 1.124. Seal & paint closet shelving - single shelf - Small closet 1.00 EA Cr' 28.04 = 28.04 BUDD-JOHN 11 x'2 1/2019 Page: 46 American Technolog-, AMERICAN TECHNOLOGIES, r\C'. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 i F:303-532-8101 http: ' xNivw.ATIrestoration.com Common Areas -Nlain Level Main Level DESCRIPTION QTY UNIT PRICE TOTAL Gross Scope items that apply to all rooms are estimated in the main level to reduce the 4 of pages of the estimate 1.125. Seal stud wall for odor control 1.445,88 SF Cer 0.68 = 983.20 1.126. Seal floor or ceiling joist system 374.20 SF Ca,, 0.95 = 35-5.49 1.127. Replace Batt insulation - 12" - R38 - paper faced 347.14 SF (� 1.66 = 576.25 1.128. Replace 5S" drywall - hung & fire taped only 1.793.02 SF Cq,, 1.78 = 3.191.58 1.129. Replace 5/8" drywall - hung, taped. floated. ready for paint 1,793.02 S F Cr,, 2.22 = 3.980.50 1.130. Seal.'prinie then paint the walls and ceiling twice (3 coats) 1.793.02 SF Ca, 1.01 = 1.810.95 1.131. Replace Rewire - average residence - copper -,wiring with conduit 374.20 SF Cq,' 4.73 = 1.769.97 1.132. Replace Light fixture 4.00 EA 66.24 = 264,96 1 fixture above and below at each landing at each vestibule entry 1.133. Replace Light bulb - Compact Fluorescent stand. type - mat. only 8.00 EA Crt 6.75 = 54.00 1,134. Replace Wood door - birch face, fire rated (mineral fiber core) 3.00 EA � 391.52 = 1,174.56 1 at storage room and I at laundry and I at closet under the stairs on east entry 1.135. Replace Wood door frame & triiii (for a 2" x 4" wall) 34.00 LF 10.03 = 341.02 1.136. Replace Lockset - passage - Medium duty - Commercial grade 100 EA Ca 89.72 = 269.16 1.137. Paint door slab only - 2 coats (per side) 8.00 EA ;T-- 28.63 = 229.04 1.138. Paint door or window opening - 2 coats (per side) 9.00 EA u 23.82 = 214.38 Includes each side of each door and window in laundry Stair Framing at east burned entry 1,139. Replace Stair Skirt./Apron - wall side - paint Lyrade 5.89 LF 14.27 = 84.05 1.140. Replace Stair Skirt'Apron - open side - paint grade 5.89 LF Ca 5 1.29 = 302.10 1.141. Replace Stair stringer - softwood 9.97 LF Ca, 5.48 = 54.64 1,142, Replace Stair riser - up to 4' 6.00 EA Ca, 15.38 = 92.28 1,143. Replace Stair tread - up to 4' 5.00 EA Ca 19.48 = 97.40 1.144. Replace Carpenter - General Framer - per hour 8.00 HR Ca 69.39 = 55512 Stairs2 Height: 11'9" Missing Wall 31 511 X ll" 911 Opens into VESTIBULE 1 Missing Wall 4' 1113/16" X 11' 9" Opens into Exterior Subroom: Stairs3 (1) Height: 12'6" hissing Wall Y 5" X 12' 6" Opens into STAIRS2 Missing Wall Y 311 X 12' 6" Opens into Exterior DESCRIPTION QTY UNIT PRICE TOTAL BUDD-JOHN 11,'21.`2019 pa!ze: 4- 99,T7= American Technolog.-s AMERICAN TECHN-IOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80112 T: 800-400-9353'F: 303-532-8101 http:r',,'x,i,,Nx,NN,.ATIrestoration.coi-n CONTINUED - Stairs2 DESCRIPTION QTY UNIT PRICE TOTAL 1,145. Remove Glue down carpet 30.57 SF C&, 0.61 = 18.65 1,146. Replace Glue down carpet 39.50 SF Cd, 1.95 = 77.03 1.147. Replace Step charge for ",waterfall" carpet installation 5.00 EA Ca 7.26 = 36.30 Laudi-v Height: 8' DESCRIPTION QTY UNIT PRICE TOTAL 1,148. Clean with pressure/chemical spray 97.88 SF Cq�, 0.35 = 34.'6 1.149. Replace Light fixture 1.00 EA Cit 66_24 = 66.24 1,150. Replace Light bulb - Compact Fluorescent stand. type - mat. only 2.00 EA (k, 6.75 = 13.50 1,151. Replace Skvitch 1.00 EA Ca' 13.94 = 13.94 1.152. Replace Outlet 4.00 EA 13.62 = 54.48 Vestibidel Height: 8' Missing Wall 3' 5-f X 8' Opens into STAILRS2 DESCRIPTION QTY UNIT PRICE TOTAL 1.153. Remove Glue do'kvii carpet 31.51 SF Cv 0.61 = 19.22 1.154. Replace Ghee down carpet 43.17 SF (, 1.95 = 84 18 Vestibule Hissing Wall Y 5" 18' Missing Wall -Goes to neither Floor/Ceiling 211111/16"X229/16" DESCRIPTION Height: 8' Opens into STAIRS Opens into Exterior QTY UNIT PRICE TOTAL 1.155. Remove Glue down carpet 32.27 SF 0.61 = 19.68 1,156. Replace GluedoNvii carpet 45.25 SF 1.95 = 88.24 BUDD-JOHN 11/21,'2019 Page: 48 -ican Technolo--s ATI kinei tl� . AMERICAN TEMNOLOGIES. INC. 13300 Janies E Casey Ave. Suite 400 Englewood. CO 80112 T:800-400-9363 F:303-532-8101 http:,",�wNNrNN,.ATh-estoration.coiii Stairs Missing Wall Missing Wall Subroom: Stairsl (1) Missing Wall -Missing Wall DESCRIPTION 3'55'X.11'9"' 4' 11 13/16" X IV 9 31 55-f X 120 61' 3'6."X12"6"" Height: 11'9" Opens into VESTIBULE Opens into Exterior Height: 12'6" Opens into STAIRS Opens into Exterior QTY UNIT PRICE TOTAL 1,157. ReinoveGlue down carpet 30.57 SF � 0.61 = 18.65 1,158. Replace Glue dorm carpet 39.50 SF Cir, 1.95 = 77.03 1.159. Replace Step charge for "waterfall" carpet installation 5.00 EA @ 7.26 = 36.30 Storage Area/Room DESCRIPTION Height: 8' QTY UNIT PRICE TOTAL 1,160. Clean with pressure,,"cheniical spray 100.29 SF Cd 0.35 = 35.10 Level 2 Level 2 DESCRIPTION QTY UNIT PRICE Gross Scope items that apply to all rooms are estimated in the main level to reduce the # of 1.161. Seal stud wall for odor control 353.16 SF Ca 1,.162. Seal floor or ceiling joist system 12121.79 SF iii 1.163, Replace Batt insulation - 12" - R38 - paper faced 91.17 SF Ca, 1,16=1. Replace ii8" drywall - hung & fire taped only 444.34 SF Ca, 1,165. Replace 5/8" drywall - hung, taped, floated, ready for paint 444.34 SF 1.166. Seal"prinie then paint the -walls and ceiling twice (3 coats) 444.34 SF 1,1671. Replace Rewire - average residence - copper wiring with conduit 122.79 SF Ca, Stair and Landing Framing at cast burned entry 1368. Replace I -joist - 9 l/T' deep - 13/4" flange 40.17 LF Ca, 1.169. Replace Sheathing - OSB - 3!4" - tongue and groove 32.00 SF Cd 1.170. Replace Drilled bottom plate - 2" x 6" treated lumber 19.42 LF Ca 1,171. Replace Stair Skirt!Apron - wall side - paint grade 7.02 LF C 1.172. Replace Stair Skirt,Apron - open side - paint grade 7.02 LF (T- 1,173. Replace Stair stringer - softwood 11.87 LF Ccu 1,174. Replace Stair riser - hardwood - up to 4' 7.00 EACa, of the estimate 0.68 0.95 1.66 1.78 2-12 1.01 4.73 3.99 = 2.15 = 3.51 = 14.27 = 51.29 = 5.48 = 3425= TOTAL 240.15 116.65 151.34 790,93 986.43 4-48.78 580.80 160.28 68.80 68.16 100.18 360.06 65.05 239.75 BUDD-JOHIN 11 ?21 /2019 Page: 49 I= I American Technolog.,:s AMERICAN TECHNIOLOGIES. INC. 13300 Janes E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 F: 303-532-5101 http: "N�,NNrN,,-.ATIrestoration.coin CONTIN`L' D - Level 2 DESCRIPTION 1,175. Replace Stair tread - stain grade soft,,-,-ood -tip to 4' 1,176. Replace Carpenter -General Framer -per hour 1.177. Replace Step charge for ",,vaterfall" carpet installation QTY UNIT PRICE TOTAL 6.00 EA Cd 56.50 = 339.00 16.00 HR Ca 69.39 = 1.110.24 1.00 EA Cw 7.26 = 7.26 Landing Height: S' 'issing W'all 3' 41' X 81 Opens into Exterior Missing 1117all 3' 5" X S' Opens into STAIRS DESCRIPTION QTY UNIT PRICE TOTAL I,178. Remove Glue down carpet 25.31 SF @ 0.61 = 15.44 1.179. Replace Glue down carpet 34.92 SF Ca,, 1.95 = 68.09 Landinal Height: 8' Missing Wall 3' 4-0 X 81 Opens into Exterior Missing N11'all 3' 5" X S' Opens into STAIRS1 DESCRIPTION QTY UNIT PRICE TOTAL 1.180. Remove Glue doxvii carpet 25.31 SF 0.61 = 15.44 1,181. Replace Glue down carpet 35.92 SF Ca,,, 1.95 = 70.04 Stairsl Height: 12' 5" Missing Wall 3'5" X 12'4 1/2" Opens into Exterior -Missing Wall 3' 5" X 12' 4 1/2" Opens into LANDING1 Missing Wall 5' 113/16" X 12'4 1/2" Opens into Extei-ior DESCRIPTION QTY UNIT PRICE TOTAL 1.182. Remove Glue down carpet 36.08 SF Ca, 0.61 = 22.01 BUDD—JOHN 11121,,,2019 Page: 50 American Technologies AMERICAN TECHNOLOGIES. INC. 13300 Jarues E Casey Ave, Scute 400 Englewood. CO 50112 T:800-400-9353 F: 303-532-8101 littp: 'tvttxv.ATIrestoration.com CONTINUED - Strirsl DESCRIPTION 1.183. Replace Glue down carpet 1,184. Replace Step charge for "waterfall" carpet installation States Missing Wall 3'5" X 12'4 1/2" Missing Wall 35" X 12'4 1/2" Missing Fall 5'113/16" X 12'4 1/2" DESCRIPTION QTY UNIT PRICE TOTAL 45.42 SF C? 1.95 = 85.57 5.00 FA u 726 = 36.30 Height. 12'5" Opens into Exterior Opens into LANDING Opens into Exterior QTY I -NIT PRICE TOTAL 1.185. Remove Glue down carpet 36.08 SF CE 0.61 = 22.01 1,186. Replace Glue down carpet 45.4' SF @--,1.95 = 88.57 1.187. Replace Step charge for "waterfall" carpet installation 6.00 EA Cd 7.26 = 43.56 Exteriors Main Level \Iain Level DESCRIPTION QTY IMT PRICE TOTAL 1.188. Clean with pressure'chemical spray 3.967.96 SF tt% 0.35 = 1,388.79 Front Elevation DESCRIPTION 1,189. Replace Roofing felt - 15 1G. 1.190. Additional charge for high roof r2 stories or greater) 1,191. Remove Laminated - comp. shingle rfg. - xv, out felt 1,192. Replace Laminated - comp. shingle rfg. - w'out felt 1.193. Seal & paint wood siding BUDD JOHN Height: 4" QTY ITT PRICE TOTAL 3.=17 SQ C 37.33 = 129.54 3.47 SQ @ 23.64 = 82.03 3.47 SQ Ca 56.87 = 197.34 3.67 SQ C 257.79 = 946.09 309.50 SF la 1.08 = 334.26 1If21f2019 Page: 51 American Technologies AT AMERICAN TECHNOLOGIES. I\C. 13300 Jaines E Casey Ave. Suite 400 Englewood. CO 80 112 T: 500-400-9353 1 F: 303-532-8101 http: xvNN-mr.ATIrestoration.com CONTINUED - Frout Elevation DESCRIPTION QTY UNIT PRICE TOTAL, 1,194. Replace Gutter / downspout - aluminum - 6" 1.00 LF (S-, 10.01 = 510.51 11.195. R&R House nnibersiletters - plastic or metal - up to 4" 4.00 EA Cev 19.87 = 79.48 1.196, Paint door or window opening - 2 coats (per side) 2.00 EA Ca 23.82 = 47.64 1,197. Paint door or window opening - Large - 2 coats (per side) 1.00 EA Ca 28.03 = 56.06 1.198. Replace Soffit &- fascia - wood - V overhang 88.96 LF (a-. 10.96 = 975.00 1,199. Prime & paint exterior soffit -,,Nyood 88.96 SF Ca, 1.70 = 151.23 1,200. Replace Digital satellite system - Detach & reset 3.00 EA Cip 36.35 = 109.05 alignment and calibration to be done by others 1,2201. Replace Door lockset & deadbolt - exterior 2.00 EA CE 8599 = 171.98 1.202. R&R Wood door frame &- trim - exterior - softwood. 7 14" wide 2.00 LF (,Fi 14.41 = 28.82 1.203. R&R Exterior door - metal - insulated - flush or panel style 2.00 EA (�,, 318.22 = 636.44 1.204. Replace Door hinge, 4" ball bearing (set of 3) 2.00 EA 0' 56.95 = 113.90 1,205. Mask- the surface area per square foot - plastic and tape - 4 mil 240.00 SF � 0.19 = 45.60 Shed Height: 4" DESCRIPTION QTY I -NIT PRICE TOTAL 1,206. Seal & paint wood siding 47-20 SF Cm 1.08 = 50,98 Shedl Height: 4" DESCRIPTION QTY IIT PRICE TOTAL 1.207. Seal I,'- paint wood siding 47.20 SF (_a- 1.08 = 50.98 Shed/,vvest DESCRIPTION 1.208. Seal & paint wood siding QTY 93.53 S F Ca, UNIT PRICE 1.08 = BUDD JOHN 11/2 1120 19 Height: 4" TOTAL 1OL01 Page: 52 1 WATE American Technologies AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 8011-1 T:800-400-9353 F: 303-532-8101 http:�"."NN,N,,,Nv.ATIrestoration.coi,n CONTINUED - Shed/west DESCRIPTION QTY UNIT PRICE TOTAL 1.209. Paint door slab only - 2 coats (per side) 1.00 EA Ca, 28.63 = 28.63 1. 210. Paint door or window opening - 2 coats (Per side) 1.00 EA Ca, 23.82- 23.82 1.211. Seal & paint wood gable vent 1.00 EA Cci 32.77 = 32.77 Rear/North Elevation Height: 41' M� DESCRIPTION QTY UNIT PRICE TOTAL 1,212. Replace Roofing felt - 15 lb. 0.46 SQ C,�, 37.33 = 17.17 1,213. Additional charge for high roof (" stories or greater) 0.46 SQ (-!I,23.64 = 10.87 1,214. Remove Laminated - comp. shingle rfg. felt 0.46 SQ ( 56.87 = 26.16 1.215. Replace Laminated - comp. shingle rfg. - wiout felt 0.67 SQ Ca, 257.79 = 17172 1.216. Seal & paint wood siding 934.71 SF C&, 1.08 = 1.009.49 1.217. Replace Soffit & fascia - wood - Foverhang 8.00 LF C 10.96 = 87.68 1-118. Prime & paint exterior soffit - wood 8.00 SF C 1.70 = 13.60 1.219. -Mask the surface area per square foot - plastic and tape - 4 nail 95.50 SF Cq, 0.19 = 1815 1,220. Replace Fascia - I" x 8" -'=1 pine 88.96 LF Ca; 9.28 = 825.55 1.221, Prime & paint exterior fascia - wood, 6"- 8" wide 88.96 LF (d-, 1.62 = 144.12 1,222. Replace Gutter, do-,viispout - aluminum - 6" 104.96 LF Cr 10.01 = 1.050.65 1.223. Prime & paint gutter' downspout 104.96 LF 1.28 = 134.35 West Elevation Height: 4" DESCRIPTION QTY UNIT PRICE TOTAL 1,224. Replace Roofing felt - 15 lb. 1.61 SQ Ca 37.33 = 60.10 1.225. Additional charge for high roof (2 stories or greater) 1.61 SQ Ca, 23.64 = 38.06 1,226. Remove Laminated - comp. shingle rfg. - w1out felt 1.61 SQ Ca 56.87 = 91.56 1.227. Replace Laminated - comp. shingle rfg. - -vv.,'out felt 1.67 SQ Ca, 257.79 430.51 1,128. Replace Soffit & fascia - wood - l' overhang 30.79 LF 10.96 = 337.46 1.229. Prime & paint exterior soffit - wood 30.79 SF @ 1.70= 52.34 1.230. Mask- wall -plastic, paper, tape (per LF) 30.38 LF Ca-, 1.20 = 36.46 BUDD-JOHN 11 r21 '2019 Page: 53 American Technologies AMERICAIN'TECHN"OLOGIES, INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T:800-400-9353 ! F: 303-532-8101 littp: 'N-,,N-,-N,,-.ATIrestoratioii.com East Elevation DESCRIPTION Height: 4" QTY UNIT PRICE TOTAL 1,231. Replace Roofing felt - 15 lb. 1.61 SQ Ca 37.33 = 60.10 1.232. Additional charge for high roof (2 stories or greater) 1.61 SQ Cd, 23.64 = 38.06 1-133. Remove Laminated - comp. shingle rfg '. - w/out felt 1.61 SQ Ca, 56.87 = 91.56 1.234. Replace Laminated - comp. shingle rfg. - w/out felt 1.67 SQ C& 257,79 = 430.51 1.235. Replace Soffit & fascia - wood - 1" overhang 30.79 LF 10.96 = 337.46 1,236. Prime & paint exterior soffit - wood 30.79 SF 1.70 = 52.34 1.237. Mask wall - plastic. paper. tape (per LF) 30.39 LF 1.20 = 3647 Labor Miniumins Applied DESCRIPTION QTY I NIT PRICE TOTAL 1-738. Heat, vent, & air cond. labor minimum 1.00 EA � 80.41 = 80.41 Grand Total Areas: 19,292.32 SF Walls 11.189.02 SF Floor 0.00 SF Long Wall 11.189.02 Floor Area 15.518.02 Exterior Wall Area 5.964.19 Surface Area 114.68 Total Ridge Length 11.131.70 SF Ceiling 1.243.221 SY Flooring 0.00 SF Short Wall 11,612.22 Total Area 1,728.29 Exterior Perimeter of XN,'a I I s 59.64 'Number of Squares 182.45 Total Hip Length 30.424.02 SF Walls and Ceiling 2.849.41 LF Floor Perimeter 2.852.51 LF Cell. Perimeter 18.710.69 Interior Wall Area 0.00 Total Perimeter Length BUDD—JOH,\- 11 21 2019 Page: 54 T American Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80112 T: 500-400-9353 I F. 303-532-8101 http:,'NN,NN,Nv,.ATIrestoratioii.com Summary for Dwelling Line Item Total Material Sales Tax Subtotal Overhead Profit Replacement Cost Value Net Claim 435.373.02) 6.171.45 441.544.47 44.156.38 44.156.38 S-529,857.23 S529.857.23 BL'DD—JOH'.\ I1,/' 1/2019 Page: 55 American Technologies AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave. Suite 400 Engle-,vood, CO 80 112 T: 800-400-9353 F: 303-532-8101 http:'�,i-,i-,,.ATIrestoratioii.com Recap of Taxes, Overhead and Profit Overhead (100/'6) Profit (10") 'Material Sales Tax NlanuL Home Tax Storage Rental Tax Local Food Tax (3.75Q/o) (3.7596) (3.75q -,b) (0.8591o) Line Items 44.156.38 44.156.38 6.171A5 0.00 0.00 0.00 Total 44,156.38 44.156.38 6,171.45 0.00 0.00 0.00 BUDD—JOHN 11212019 Page: 56 ' American Technologies ANIERICANT TECHNOLOGIES. INC. 13300 James € Casey Ave, Suite 400 Englewood. CO 50112 T: 800-400-9353 F: 303-532-8101 http:i�'4"iN?Nv .ATh estofation.com Recap by Room Estimate: BUDD JOH\ Area: Total Building Area: Main Level Bldg 1 1683 26,111.40 6.00% Area Subtotal: Main Level 26,111.40 6.00% Area: Roof Roofl 13,462.53 3.09% Roof Framing 41,981.79 9.64% Area Subtotal: Roof 55,44.4.32 12.73% Area Subtotal: Total Building 81,555.72 18.73°0 Area: Unit 1 Area: Main Level 22,656.48 5.20% Bathroom :+,019.68 1.15% Kitchen/ Din 10,460.70 2.40% Linen 2 467.43 0.11% Hallwav 778.05 0.18% Living Room 4,505.77 1.03% Bedroom 1 3.954.44 0.91% Linen 1 538.41 0.12% Coat Closet 502.44 012% Bedroon12 3,787.99 0.87% Area Subtotal: Main Level 52,671.39 1210% Area Subtotal: Unit 1 52,671.39 12.10% Area: Unit 2 Area: Main Level 23.914.55 5.49% Bedroom 1 3,991.81 0.92% Bathroom 5,019.68 115%0 Hallway 778.05 0.18% Linen 2 467.43 0.11% Linen 1 538.41 0.12% Kitchen/ Din 10,460.70 2.40% BLDD JOHINT 11/2 1 '2019 Page: 57 z�FATi American Technologies ATNIERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood, CO 80112 T:800-400-9353 F: 303-532-8101 http:,,'iN-N-,-NN-.ATIrestoratioii.com Bedroom 2 4,693.79 1.08% Living Room 4,505.77 1.03% Coat Closet 455.07 0.10% Area Subtotal: Main Level 54,825.26 12.559010 Area Subtotal: Unit 2 54,82.5.26 12.59% C Area: Unit 3 Area: Main Level 22,656.48 5.20% Hallwav 980.94 0.23% Linen 2 574.45 0.13% Coat Closet 529.29 0.12% Bedroom 1 2,669.11 0.61% Bathroom 5,019.68 1.15% Bedroom 2 2,531.97 0.58% Linen 1 579.64 0.13% Living Room 2,585.91 0.59% Kitchen/ Din 10,460.70 2.40% Area Subtotal: Main Level 48,588.17 11.16% Area Subtotal: Unit 3 48,588.17 11.16% Area: Unit 4 Area: 'Hain Level 23.914.55 5.49% Bedroom 1 3,991.81 0.92% Bathroom 5,019.68 1.15% Hallway 778.05 0.18% Linen 2 467.43 0.11% Linen 1 538.41 0.12% Kitchen/ Din 10,460.70 2.40% Bedroom 2 4,693.79 1.08% Lig ina Room 2� 4,505.77 1.03% Coat Closet 455.07 0.10% Area Subtotal: Main Level 54,825.26 12.59% Area Subtotal: Unit 4 54,825.26 12.59% Area: Unit 5 Area: -Main Level 22,656.48 5.20% Hallway 778.05 0.18% BLIDD—JOHN 11/2112019 Page: 58 Amei ican Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave. Suite 400 Englewood, CO 80 112 T: 300-400-9353! F: 303-532-8101 http: NvN-,rN,,,.ATIrestoration. com Linen 2 467.43 0.11% Coat Closet 502.44 0.12% Bedroom 1 3,991.81 0.92% Bathroom 5,019.68 1.15% Bedroom 2 3,787.99 0.87% Linen 1 538.41 0.12% Living Room 4,505.77 1.03% Kitchen/ Din 10,460.70 2.40% Area Subtotal: Main Level 52,708.76 12.11% Area Subtotal: Unit 5 52,708.76 12.11% Area: Unit 6 Area: Main Level 23,914.55 5.49% Bedroom 1 3,991.81 0.92% Bathroom 5,019.68 1.15% Hallway 778.05 0.18% Linen 2 467.43 0.11% Linen 1 538.41 0.12% Kitchen/ Din 10,460.70 2.40% Bedroom 2 4,693.79 1.08% Living Room 4,505.77 1.03% Coat Closet 455.07 0.10% Area Subtotal: Main Level 54,825.26 12.59% Area Subtotal: Unit 6 54.825.26 12.59% Area: Common Areas Area: Main Level 16,400.65 3.77% Stairs2 131.98 0.03% Laudry 182.42 0.04% Vestibulel 103.40 0.02% Vestibule 107.92 0.02% Stairs 131.98 0.03% Storage Area/Room 35.10 0.01% Area Subtotal: Main Level 17,093.45 3.93% Area: Level 2 5,833.86 1.34% Landing 83.53 0.02% Landingl. 85.48 0.02% Stairs]. 146.88 0.03% BUIDD-JOHN7 11/21/2019 Page: 59 ATI American Technologies AMERICAN TECHNOLOGIES, INC. 13300 James E Casey Ave, Suite 400 Englewood. CO 80 112 T: 800-400-9353 1 F: 303-532-8101 http-. ',kxixii,.ATIrestoration.com Stairs Area Subtotal: Level 2 154.14 0.04% 6,303.89 1.45% Area Subtotal: Common Areas 23,197.34 5.37% Area: Exteriors Area: Main Level 1,388.79 0.32% Front Elevation 4,614.97 1.06% Shed 50.98 0.01% Shedl 50.98 0.01% Shed/Nvest 186.23 0.04% Rear/North Elevation 3.510.51 0.81% West Elevation 1.046.49 0.24% East Elevation 1,046.50 0.24% Area Subtotal: Main Level Area Subtotal: Exteriors Labor Minimums Applied Subtotal of Areas Total 11.895.45 2.73% 11,895.45 2.73% 80.41 0.02% 435,373.02 100.00% 435,373.02 100.00% BUDD—JOHN 11'21=2019 Page: 60 A American Technologies ;,,,., n.° • AMERICAN TECH�iOLOGIES. IitiC'. 13300 Jaines E Casey Ave. Suite 400 Engle -wood. CO 801 12 T: 800-400-9353 j F: 303-532-8101 http:,,'NN���w.ATIrestoration.corn Recap by Category O&P Items Total % APPLL4 \ CES 10,007.64 1.89% CABINETRY 29,887.14 5.64% CLEANING 3,975.01 0.75% GENERAL DEMOLITION 12,715.16 2.40% DOORS 13,377.90 2.52% DRYWALL 46,601.99 8.80% ELECTRICAL 35,559.39 6.71% ELECTRICAL - SPECIAL SYSTEMS 109.05 0.02% FLOOR COVERING - CARPET 3,324.01 0.63% FLOOR COVERING - VINYL 3,01698 0.57% FINISH CARPENTRY 1 TRIMNVORK 6,889.89 1.30% FINISH HARD«'ARE 3.627.64 0.68% FRAMING & ROUGH CARPENTRY 44,056.23 8.31% HEAT, VENT & AIR CONDITIONING 312.63 0.06% INSLLATION 10,905.12 2.06% LABOR ONLY 6.724.00 1.27% LIGHT FIXTURES 6,934.26 1.31% MOISTURE PROTECTION 1.070.40 0.20% PLUMBING 19,875.41 3.75% PAINTING 74,948.35 14.15% ROOFING 15,463.69 2.92% SOFFIT, FASCIA. & GUTTER 4,124.31 0.78% STAIRS 888.12 0.17% TILE 59,149.75 11.16% TEMPORARY REPAIRS 7,167.83 1.35% WINDOW TREATMENT 3,516.00 0.66% XVINDOWIS - S'TNYL 11,145.12 2.10% O&P Items Subtotal 435.373.02 82.17% ' Mateiial Sales Tax 6,171.45 1.16% Overhead 44.156.38 8.33% Profit 44,156.38 8.33% Total 529.857.23 100.00% BLTDD_JOI- N 11121 2019 Page: 61 otal Building -Main Level --4 1 �4— - BLT)D JOHN Main. Level 11 _'i _'ill) Page: 6' https://atirestoration.lightning.force.com/lightning/r/ATI_Job_c/a770g000000gP3MAAU/view 62172 otal Building, - Roof BUDD-JOHN I RIM 11'1 -1019 Page: 63 hftps://atirestoration.lightning.force.com/lightning/r/ATI—Job—c/a77OgOOOOOOgP3MAAU/view 63/72 lnit i - Main Level r 14' 15' BLDD JOHN ?Main Levu 11,x''1`2019 Pa-ae:64 https://atirestoration.Iightning.force.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 64/72 Tnit 2 - Main Level t-- 19' BUDD JOHN Main Level 11 21 `2019 Page: 6i https://atirestoration.lightning.forGe.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 65/72 -iiit 3 - Maln Level 14' 1` 129' BLT)D JOH\ N"I'1ila l ---vel 11 -112019 Page: 66 https://atirestoration.lightning.force.com/lightning/rIATI_Job_cla77Og000000gP3MAAU/view 66/72 'flit 4 -Main Level 1. 13' 10"- - 13' 6" Livin2 Room I St 11 10 L Lii,neiii 'e" 11011 Bedroom —7' C-IISOT T 4"Q r i Ki�,chen Dill Bedroom I —3' f 19' BLDD–JOHN hftps://atirestoration.lightning.force.com/1ightning/r/ATI—Job—cta77OgOOOOOOgP3MAAU/view Main Level 1121,21019 Pi2e: 67 67/72 nit ; - Main Level ,9' 14' 1' BL, -DD -JOHN Main Level 11 '1-1019 Page: 68 https://atirestoration.lightning.force.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 68/72 Iuit 6 - Main Level 29' BL'DD JOHN .Main Level 11f21-2019 Page: 69 hftps://atirestoration.lightning.force.com/lightning/r/ATI_Job_c/a77Og000000gP3MAAU/view 69/72 I onuiloil Areas - Mam Level 4' 1 BUDD—JOHN 11212019 Page: 70 hftps:flatirestoration.lightning.force.com/lightning/r/ATI—Job—c/a77OgOOOOOOgP3MAAU/view 70/72 lotmuonkeas - Level 2 i —10, 1 BUDD JOHN Level 2 11-11-1019 page: 71 hftps://atirestoration.lightning.force.com/lightning/r/ATI—Job—c/a77OgOOOOOOgP3MAAU/view 71/72 ,tenors - Main Level Shed BUDD–JOHN A2) N in ow. i W n ow 4) Wit OtiN' w 11) w0T0—"-I---I*l) tart olills, 0,,e� I", (A3) $idingl (AS) Siding4 Sid Sit] in,6 (1") (A 15 Front Elk" (A9) 023 (A 12) Doq6(A7) I Doorl 7 I (A4) Window (A1? WindoiO (A16) Window(AlO) WindojVI (A13) WindoNN,13(423) windovw�-- All) WinSWIT(A9) Wifl&OFIN�MA7) WindoRfT(A.5) Wind—oN rT(A3) WindRl(�, Rear North Elevation I ow , - -X1 Shedl IN� -1 A13&v23(Al2) Windowl-I(Ai0) 1Vitidowl9(A$rick(AI6}'iiidoiA-I-(A6) Wiudo"-15(A j�'c 171 1` indo-Arlf(A2 -:, --I Shed west Main Level 11 -112019 Page: 72 hftps://atirestoration.lightning.force.com/lightning/r/ATI—Job_c/a770g0000OOgP3MAAU/view 72/72 American Technologies AMERICAN TECHNOLOGIES. INC. 13300 James E Casey Ave, Suite 400 Engle-Nvood, CO 80 112 T: 800-400-9353 F: 303-532-8101 http:,","NN,N-,rNv.ATIrestoratioli.com Insured: Elizabeth Budd Trust Property: 11681 W 44th Ave Westminster. CO 80030 Claim Number: Policv Number: Date of Loss: Date Received: Date Inspected: Date Entered: Price List: CODE8X—NOV 19 Restoration,'ServiceiReniodel Estimate: BUDD—JOHN Dear Elizabeth Budd Trust: Type of Loss: 11/6/1019 4:20 PM Thank you for giving American Technologies. Inc. (ATI) the opportunity to provide an estimate for repairs to your property arising from a loss that occurred on or about . We look forward to working with you on this restoration project. The work to be performed by ATI includes only those items that were visible at the time of the inspection. All items not expressly included are outside ATIs scope of work and will not be completed by ATI. Also, all materials in this estimate are for those of similar quality to those damaged at your property. ATI recommends that you carefully review this estimate to ensure you are familiar with the work to be performed and any limitations in ATI -s scope of work. If a work order is signed and we commence work at the property it is possible that latent damages will be discovered or you may decide to select materials or operations that differ from this estimate. In that case we will prepare an additional estimate and/or change order. If you have any questions about these repairs or wish to speak to us about additional work at your property please contact me at or or at Best regards, 5366 Godding Hollow Pkwy EARTH ENERGY ENVIRONMENT (E) Longmont, co 80504 Local: 303.902-5851 Industrial Hygiene and Environmental Engineering February 4, 2020 Mr. David Starks Oak Environmental 5351 E 73th Ave Commerce City, CO 80022 Subject: Clearance Report — Interior Area 11683 W 44" Ave Wheat Ridge, CO 80033 Dear Mr. Starks ul J, JV(-) r Following is the project completion report for the property located at 11683 W 441' Ave in Wheat Ridge, CO 80033. The purpose of this report is to document this remediation project was successfully completed, and indoor asbestos amplification was not occurring in the work area. An Industrial Hygienist for Earth Energy Environment (E3) performed the remediation project completion inspection and testing procedures. The remediation work areas (Interior Area) were visually inspected in order to confirm the scope of work was properly followed and completed. The containments were also visually inspected to verify breaches and/or defects were not present. Phase Contrast Microscopy (PCM) samples were collected in accordance with the National Institute for Occupational Safety and Health (NIOSH) method 7400 using cassettes (standard 3 piece, 25 mm dia., 0.8 um MCE filter) purchased from Zefon International, Inc. The asbestos concentrations in the containment were calculated as airborne fibers per cubic centimeter of air (F/cc). Table 1 provides a summary of the sample numbers, sample volumes, and calculated concentrations. The National Emission Standards for Hazardous Air Pollutants (NESHAP) clearance standard is 0.01 F/cc. Visual inspection confirmed that no asbestos -containing debris was observed in the work area. The PCM clearance air sample results were all below the NESHAP clearance standard of 0.01 F/cc. Based on the information presented above, E3 concludes the asbestos abatement in the work ares' has been successfully completed, and the work area may be reoccupied after build back. m* .1010` ode °� PCM Air Clearance Page 2 of 2 TABLE 1: PCM CLEARANCE AIR SAMPLING RESULTS Date Unit/ Area Sample # Descr ple Vo uSamme "Fibers/cc Air Clearance CL -020420-1 855 0.002 at: CL -020420-2 Inside 845 0.002 11683 W 44t' CL -020420-3 Containment 835 0.001 February Ave in Wheat CL -020420-4 820 0.001 4, 2020 CL -020420-5 815 0.001 Ridge, CO 80033 (Interior Area) BLK-1 Blanks - BRL BLK-2 BRL *BRL denotes "Below Reporting Limits". The PCM Colorado Department of Public Health and Environment (CDPHE) clearance standard is 0.01 F/cc. The sampling results relied upon for this report do not include or apply to any other areas within the structure that were not sampled but may contain asbestos; including materials/areas that may be hidden or inaccessible. Furthermore, E3 is unable to speak on the condition of the personal items within the work area. Thank you for allowing E3 the opportunity to provide environmental services to you. If you have questions or require additional information, do not hesitate to contact me directly at (303) 902-5851. Sincerely, Eli Willden Certified Air Monitoring Specialist 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: IL JobAddress: 1 U9 1 w 0, , (, a Permit Number: C, � Ll `% IL1 '� 1-4 ❑ No one available for inspection: Time ! AM/PM Re -Inspection required: Yes No 1 When corrections have been made, call for re -inspection at 303-234-5933 t Date: .5 oaO Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ® . Job Address: R bFj C4 -D Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes,, No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspeotioa Date: Insp 6tGc -{� -- DO NOT REM&E THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201902692 PERMIT NO: 201902692 ISSUED: 12/26/2019 JOB ADDRESS: 11681 W 44th Ave EXPIRES: 12/25/2020 JOB DESCRIPTION: Installing a new 125 AMP overhead power for temp construction. *** CONTACTS *** OWNER (303)520-5256 JOHN V BUDD FAMILY TRUST SUB (303)263-8068 MICHAEL SPRANKLE 170671 MODERN ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0081 / LEES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 875.00 FEES Total Valuation 0.00 Use Tax 18.38 Permit Fee 40.10 ** TOTAL ** 58.48 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further a . st that I am legally authorized to include alt entities named within this document as parties to the work to be performed and that allr�C to be perormeisdisclosed in this document and/or its accompanying approved plans an specifications, Signature of OW CONTRACTOR (Circle one) Date I . This permit Nffas issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apply le code or ani ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chtfef Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `)V �h6atl,.dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: //& Property Owner Property Owner Email: f A n ;2-, 2vs; Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: /('00/ S &AN 5 City, State, Zip: AC/" IZ-4 t Co �0i3 Architect/Engineer E-mail: Phone: Contractor Name:oNCity of Wheat Ridge License#: L'Zw Phone: Contractor E-mail Address: I Gt S e d ("111 M J - 2 le -Jr i G, 'CZ' -M For Plan Review Questions & Comments (please print): CONTACT NAME (please print): AS oN Phone: 3 - Z(a 3 ' CONTACT EMAIL(p/ease print): 1C-1 S o n 0 rVI o cl ` e l e c Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I� l 2 S l rvl P Sq. FULF Ca r.% S i R- L' c i1-0 iv Dor52-N 40 BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and last name): _ �I iq S rOJ Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CONTRACTOR) /vJL-S DEPARTMENT USE ONLY DATE: / Z " Z�6'� OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Commercial Asbestos Abatement PERMIT - 201902684 PERMIT NO: 201902684 ISSUED: 12/23/2019 JOB ADDRESS: 11681 W 44th Ave EXPIRES: 12/22/2020 JOB DESCRIPTION: Commercial abatement from fire damage. State permit: 19JE7894A Total square footage: 2,600 *** CONTACTS *** OWNER (303)751-3145 JOHN V BUDD FAMILY TRUST SUB (720)219-8356 ALLEN GALLOGLY 190179 OAK ENVIRONMENTAL, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0081 / LEES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71,359.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holy der 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 gran nof a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apple code or alfirdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat j�dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: % 9 J) ISP q Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I / Le,, S, 1I (,v, X14 x,/j, _ � R,`() e." i Lc (`c,c,j ,� Property Owner (please prin fl: T/ „a,4—-3&3 Phone: 5 Zo _WS_0 Property Owner Email: s k J i 5 Kai L a +' � .;+ c r, 4: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: I S. ►- u, s —" S t City, State, Zip: 0 v "' o r 0. Co S- 0 0 ) ) Architect/Engineer E-mail: l Contractor Name: Phone: City of Wheat Ridge License #: l 7 17 Phone: ° Contractor E-mail Address: G a l C- 0 zA�- For Plan Review Questions & Comments (please print): CONTACT NAMElease 1 z I i I�� (p print): ): Phone: CONTACT EMAIL(p/ease print): All 001 ° i 17 (2— 0 I^' �-� y ' �' �^ .{ = I + '"-f Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, f applicable. COMMERCIAL %kES1DENTIAL t Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and/efficiency, type and amount of materials to be used, etc. ¢ c + j�v , 0 d G 5 y C t r U. 1 J- k r_ L., h a ,4 ti> : 1 d �v0Ci Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOAhor (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �'��' lT�" DATE: l 3 J Printed Name: ! i) ^ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Unit 4300 Cherr Creek Drive South APCD-IE-61 Y Denver, Colorado 80246-1530 RECEIVED Phone: 303-692-3100 — Fax: 303-782-0278 E-mail: asbestos@state.co.us DEC '3 ASBESTOS ABATEMENT PERMITr This permit is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008, the Colorado Air Pollution Prevention and Control Act (25-7-101 or 25-7-501 et seq., C.R.S.) and the following provisions. It is only for the purpose of allowing asbestos abatement. ADDITIONAL PERMIT PROVISIONS: By performing work under this permit the abatement contractor agrees that the Division may revoke or suspend this permit should the Division find that the contractor: • has violated or has aided and abetted in the violation of 25-7-101 or 25-7-501 et seq., C.R.S. or Regulation No. 8, Part B, or an order of the Division or Commission, • has failed to meet any permit and notification requirement or failed to correct any violations cited by the Division during any inspection within a reasonable period of time, as may be determined by the Division, • has used misrepresentation or fraud in obtaining this permit, or, • has committed any act or omission which does not meet generally accepted standards of the practice of asbestos abatement. As a contractor, you may be subject to other licenses and pennits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. THE ORIGINAL PERMIT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit ofproject modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This asbestos abatement permit is valid beginning 12/23/2019 through 11:59 PM on 3/21/2020. The actual scheduled work dates are from 12/23/2019 through 1/24/2020. Approval issued on: 12/17/2019 Fee paid: $800.00 Record number: 155182 Notice Number: 19JE7894A Variance: None Comments: None For the location specified below: Elizabeth Budd Trust Throughout 11684 W. 44th Ave Wheatridge Jefferson County This permit has been issued to: Oak Environmental, LLC 5351 E. 78th Ave. Commerce City, CO 80022 Check number: CC 5879 Project Supervisor: Felipe Hernandez Cerification No.: 16523 Project AMS: Arthur Willden Cerification No.: 20138 Project Manager: WAIVED Certification No.: 15045 Issued by: CA r Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program —Asbestos/IAQ Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 — Fax: 303-782-0278 E-mail: asbestos@state.co.us ASBESTOS ABATEMENT PERMIT This permit is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008, the Colorado Air Pollution Prevention and Control Act (25-7-101 or 25-7-501 et seq., C.R.S.) and the following provisions. It is only for the purpose of allowing asbestos abatement. ADDITIONAL PERMIT PROVISIONS: By performing work under this permit the abatement contractor agrees that the Division may revoke or suspend this permit should the Division find that the contractor: • has violated or has aided and abetted in the violation of 25-7-101 or 25-7-501 et seq., C.R.S. or Regulation No. 8, Part B, or an order of the Division or Commission, • has failed to meet any permit and notification requirement or failed to correct any violations cited by the Division during any inspection within a reasonable period of time, as may be determined by the Division, • has used misrepresentation or fraud in obtaining this permit, or, • has committed any act or omission which does not meet generally accepted standards of the practice of asbestos abatement. As a contractor, you may be subject to other licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. THE ORIGINAL PERMIT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify lite Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include charges in the scope of work or the scheduled work dates, etc. This asbestos abatement permit is valid beginning 12/23/2019 through 11:59 PM on 3/21/2020. The actual scheduled work dates are from 1/10/2020 through 1/24/2020. Approval issued on: 12/17/2019 Record number: 155184 Notice Number: 19JE7894A-02 Variance: None Comments: None For the location specified below: Elizabeth Budd Trust Throughout Unit 5,6,Laundry room 11684 W. 44th Ave Wheatridge Jefferson County This permit has been issued to: Oak Environmental, LLC 5351 E. 78th Ave. Commerce City, CO 80022 Fee paid: Check number: Project Supervisor: Felipe Hernandez Cerification No.: 16523 Project AMS: Arthur Willden Cerification No.: 20138 Project Manager: WAIVED Certification No.: 15045 Issued by: CA � _-Mqmmrr. lk Colorado Department of Public Health and Environm C E IV ED Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQt . 4300 Cherry Creek Drive South, APCD-IE-B1 101 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 Per E-mail: asbestos@state.co.us ASBESTOS ABATEMENT PERMIT This permit is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008, the Colorado Air Pollution Prevention and Control Act (25-7-101 or 25-7-501 et seq., C.R.S.) and the following provisions. It is only for the purpose of allowing asbestos abatement. ADDITIONAL PERMIT PROVISIONS: By perfonning work under this permit the abatement contractor agrees that the Division may revoke or suspend this per►nit should the Division find that the contractor: • has violated or has aided and abetted in the violation of 25-7-101 or 25-7-501 et seq., C.R.S. or Regulation No. 8, Part B, or an order of the Division or Commission, • has failed to meet any permit and notification requirement or failed to correct any violations cited by the Division during any inspection within a reasonable period of time, as may be determined by the Division, • has used misrepresentation or fraud in obtaining this permit, or, • has committed any act or omission which does not meet generally accepted standards of the practice of asbestos abatement. As a contractor, you may be subject to other licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. THE ORIGINAL PERMIT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or t/ie scheduled work dates, etc. This asbestos abatement permit is valid beginning 12/23/2019 through 11:59 PM on 3/21/2020. The actual scheduled work dates are from 12/23/2019 through 1/10/2020. Approval issued on: 12/17/2019 Fee paid: Record number: 155183 Notice Number: 19JE7894A-01 Variance: None Comments: None For the location specified below: Elizabeth Budd Trust Throughout Unit 1,2,3,4 11684 W. 44th Ave Wheatridge Jefferson County This pen -nit has been issued to: Oak Environmental, LLC 5351 E. 78th Ave. Commerce City, CO 80022 Check number: Project Supervisor: Felipe Hernandez Cerification No.: 16523 Project AMS: Arthur Willden Cerification No.: 20138 Project Manager: WAIVED Certification No.: 15045 Issued,.by: CA E ELEMENT Building Sciences (RECEIVED DEC Z 3 2019 ASBESTOS INSPECTION REPORTeC 11683 W. 44th Ave. Wheat Ridge, CO 80033 Report Date: October 14, 2019 Inspection/Testing Date: October 11, 2019 EBS File: 19-1060 Prepared by: John Graham Colorado Certified Asbestos Building Inspector, 24057 I Limited Scope of Report The asbestos inspection performed for client was designed to identify suspect asbestos containing building materials in the affected areas of the above -referenced subject property as they existed at the time of the inspection. The inspection was limited to those areas that were visually and physically accessible. The inspection was not a risk assessment, physical inspection of systems, structure, or components of the subject property, as it relates to their serviceability. The inspection was performed in accordance with the Standards of Practice of the Colorado Regulation 8 Part B in effect at the time of this Inspection. This inspection is not intended to be technically exhaustive. The Inspector has prepared this written asbestos Inspection Report for the sole use and benefit of the client. The asbestos inspection report shall identify, report, and make recommendation for future evaluation. Client agrees to read the entire asbestos inspection report when received and shall promptly call the inspector with questions or concerns regarding the report. The use of this report and information contained herein by others, in whole or in part, is not authorized without the written mutual consent of the client and Element Building Sciences (EBS). Purpose and Scope The purpose of this inspection was to conduct a visual asbestos inspection and to collect necessary samples in order to determine the presence or absence of asbestos within the subject property in the affected areas only. The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACM (asbestos containing materials). This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Inspector made every reasonable effort to access and identify all suspect ACM. Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the above named Inspector, an EPA/State of Colorado Certified Asbestos Inspector. Homogenous areas are defined as any area with the same material, texture, and color. If any of these variables differs between materials or if for any reason the inspector feels the materials might be different in any respect (such as materials being installed at different times even though they appear similar), separate sets of samples must be taken from each homogenous area. Representative bulk samples were taken from similar materials but this does not guarantee that materials of similar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution and random sampling can miss ACM. EBS used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACM. Performance of this asbestos inspection is intended to reduce, but not eliminate, uncertainty regarding the presence of ACM in connection with the above referenced property. No guarantee: EBS cannot be held accountable for restrictions placed on us by the client, conditions or information that remained unknown, or areas that were inaccessible at the time of the inspection. Bulk Samples were analyzed by Polarized Light Microscopy (PLM) in general compliance with guidelines established by the US EPA (40 CFR Part 763, Subpart F, Appendix A). Asbestos concentrations were visually estimated and/or point counted by the laboratory and reported in percent for each layer of the sample. The assessment was executed in accordance with the authorized scope of work. If the scope of work is changed, the inspector must be informed and an addendum made to this report. This report is solely a record of activities, observations, analytical results, and recommendations performed to date. Regulatory Review EPA and the Colorado Department of Public Health and Environment (CDPHE) regulate all building materials that contain greater than 1% asbestos as determined through PLM Analysis. OSHA regulates all building materials that contain smaller amounts of asbestos (even trace concentration as determined by PLM analysis). EPA and CDPHE Regulation No. 8, Part B, requires that suspect ACM in buildings built prior to 1988 be assumed to be asbestos or an inspection be conducted prior to demolition or remodeling activities that could disturb ACM. However, with the North American Free Trade Agreement in effect and trade with countries such as Canada, Mexico, and China, it can never be determined that a material is not asbestos containing (even if it was produced after 1988) unless it is tested by a certified state inspector. The EPA and CDPHE require all friable and non -friable ACMs in the affected area(s) be removed prior to renovation activities that may disturb the ACM, and all friable ACM must be removed prior to demolition. Removal or management of regulated ACM is only required if they may be damaged or disturbed during remodeling, demolition, or burning. In some circumstances, "point count" analysis is required for bulk samples previously analyzed by PLM. Point counting is a more detailed means of analysis than standard PLM. Federal and State agencies define ACM as materials containing greater than 1% asbestos. The NESHAP regulation requires that if standard PLM analysis determines that a sample contains less than 10% asbestos, the material must be considered asbestos containing or be point counted. Even if the sample is less than 1% by standard PLM, the material either has to be assumed to be ACM or point counted. If the point counting analysis is different than the PLM analysis, the point counting results take precedence over the PLM. If standard PLM analysis determines that a material has no asbestos or that the material contains greater than 10% asbestos, point counting is not necessary. Background The inspector was called to the subject property by John Clanton from Travelers Insurance after fire and smoke impacted all apartments throughout the apartment. Mr. Clanton was concerned about potential asbestos containing building materials in the affected areas that are targeted for removal. Sampled Building Materials • Drywall w/ Texture • Drywall w/ Joint Compound • Vinyl Planking • Sheet Vinyl • Ceramic Tile • Insulation • Roof Shingles Homogeneous Areas (HAs in RED are asbestos containing) • Homogeneous Area 1: Drywall w/ Brushed On Texture >9,000 sf ➢ Lower Level, Unit 1— Walls & Ceiling ➢ Upper Level, Unit 2 — Walls & Ceiling ➢ Lower Level, Unit 3 — Walls & Ceiling ➢ Upper Level, Unit 4 — Walls & Ceiling ➢ Lower Level, Unit 5 — Walls & Ceiling ➢ Upper Level, Unit 6 — Walls & Ceiling ➢ Lower Level, Laundry Room —Walls & Ceiling ➢ West Stairwell — Walls & Ceiling ➢ East Stairwell — Walls & Ceiling • Homogeneous Area 2: Drywall w/ Texture & Joint Compound N/A ➢ Lower Level, Unit 1— Walls & Ceiling ➢ Upper Level, Unit 2 —Walls & Ceiling ➢ Lower Level, Unit 3 — Walls & Ceiling ➢ Upper Level, Unit 4 — Walls & Ceiling ➢ Lower Level, Unit 5 —Walls & Ceiling ➢ Upper Level, Unit 6 —Walls & Ceiling ➢ Lower Level, Laundry Room — Walls & Ceiling ➢ West Stairwell — Walls & Ceiling ➢ East Stairwell — Walls & Ceiling 4 MZNF� V Homogeneous Areas (HAs in RED are asbestos containing) • Homogeneous Area 3: Drywall w/ Joint Compound 426 sf ➢ Lower Level, Storage Room — Walls & Ceiling • Homogeneous Area 4: Drywall w/ Joint Compound 360 sf ➢ Exterior, Utility Closet — Walls & Ceiling • Homogeneous Area 5: Brown Vinyl Planking 690 sf ➢ Upper Level, Unit 6 — Walls & Ceiling • Homogeneous Area 6: White Ceramic Tile 12x12 538 sf ➢ Lower Level, Unit 5 — Floor ➢ Upper Level, Unit 4— Floor • Homogeneous Area 7: Gray Sheet Vinyl 35 sf ➢ Exterior, Utility Closet — Walls & Ceiling • Homogeneous Area 8: Brown Insulation N/A ➢ Attic • Homogeneous Area 9: Brown Roof Shingles 3,500 sf ➢ Exterior- Roof Sampling The Inspector determined that it was necessary to collect 27 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to an accredited third -party independent laboratory. The laboratory results are attached to and incorporated into this report. The affected areas as defined by the scope of work are limited to those listed above. If the scope of work is to change at any point, the inspector must be called back to the property to do additional testing. 5 Asbestos Testing Locations (Samples in RED are asbestos containing) HA Sample ID Sample Location Material Category (TSI,SM,MM) Material Description Friable Condition Asbestos Content IC N.E. Bedroom Ceiling Unit:6 2W Living Room North Wall Common Area East Stairwell East Wall Unit: 5 4W Kitchen East Wall Off -White Drywall w/ Brushed Texture Unit: 4 5C N.E. Bedroom SM On Texture Yes SD 3% Ceiling Chrysotile Unit: 4 6W Kitchen South Wall Unit: 2 7C Living Room Ceiling Unit: 1 8W Living Room North Wall Unit: 3 Living Room West Wall Unit: 6 1010 Bathroom South Wall Common Area 11JC Laundry Room Off -White East Wall Drywall w/ Texture Joint 2 MM & Joint Compound Yes Compound Unit: 4 12JC Hallway 3% North Wall Chrysotile Common Area West Stairwell Ceiling SM = Surfacing Material SD = Significantly Damaged ND = None Detected TSI = Thermal Systems Insulation D = Damaged MM = Miscellaneous Material G = Good Asbestos Testing Locations (Samples in RED are asbestos containing) HA Sample ID Sample Location Material Category (TSI,SM,MM) Material Description Friable Condition Asbestos Content �.ummon Mea 14JC Storage Room Off -White Ceiling Drywall w/ Joint Joint Common Area 3 MM Compound Yes Compound 15JC Storage Room 3% South Wall Chrysotile Exterior 16JC Utility Room Off -White Ceiling Drywall w/ Joint Compound Exterior 4 MM Compound 3% 17JC Utility Room Chrysotile East Wall Unit:6 18F Kitchen Floor Brown Vinyl Unit:6 5 MM Planking No D ND 19F N.E. Bedroom Floor Unit: 5 20CT Living Floor White Ceramic Tile Unit:4 6 MM 12x12 No D ND 21CT Kitchen Floor Unit: 4 22F Bathroom Floor 7 Unit: 4 MM Gray Sheet Vinyl Yes D ND 23F Bathroom Floor Unit:4 241 N. E. Bedroom Ceiling Unit: 6 8 MM Brown Insulation Yes SD ND 251 Living Room Ceiling Exterior 26R Roof 9 Exterior MM Brown Roof Shingle No D ND 27R - Roof SM = Surfacing Material SD = Significantly Damaged ND = None Detected TSI = Thermal Systems Insulation D = Damaged MM = Miscellaneous Material G = Good Conclusion Asbestos containing building materials WERE found in the samples analyzed by the laboratory. The affected building materials DO need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should always be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. Based on said analysis, ELEMENT Building Sciences has determined that asbestos containing material has been disturbed and possibly become airborne. According to CDPHE Regulation 8, the amount of asbestos containing material disturbed 2,281 sf has resulted in a MAJOR SPILL. It is the recommendation of ELEMENT Building Sciences that this disturbance be reported to the Colorado Department of Public Health and Environment and the Colorado Air Pollution Control Division (per CDPHE Reg 8 Sec III.T.l.c) as soon as possible. CDPHE Colorado Environment Release and Incident Reporting Line (24-hour) - +1 (877) 518-5608 - cdphe.asbestos@state.co.us Colorado Air Pollution Control Division - +1(303) 692-3100 - cdphe.commentsapcd@state.co.us For more information on possible spill response, please see CDPHE Regulation 8: https://www.colorado.gov/pacific/sites/default/files/AP ASB Regulation -N o-8-Part- B-Asbestos-amended - December -21 -2007 -effective -January -30-2008. pdf ELEMENT assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or rel iance on this report or the opinions expressed herein. ELEMENT makes no risk assessment, warranty guarantee or insurance policies of any kind express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by ELEMENT. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas insid e the subject property. This report was prepared pursuant to the contract ELEMENT has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between ELEMENT and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between ELEMENT and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to ELEMENT. Unit: 1 Unit: 1, Living Room / Kitchen Unit: 1, Hallway Unit: 1, North West Bedroom Unit: 1, North East Bedroom Unit: 1, Bathroom 4, WWII A, 1j) Unit: 2 Unit: 2, Living Room / Kitchen Unit: 2, Hallway Unit: 2, North East Bedroom Unit: 2, North West Bedroom 1101 Unit: 2, Bathroom Unit: 3 Unit: 3, Living Room / Kitchen Unit: 3, Hallway Unit: 3, North East Bedroom Unit: 3, North West Bedroom 11 Unit: 3, Bathroom Unit: 4 Unit: 4, Living Room / Kitchen Unit: 4, Hallway Unit: 4, North East Bedroom Unit: 4, North West Bedroom 12 Unit: 4, Bathroom Unit: 5 Unit: 5, Living Room / Kitchen Unit: 5, Hallway Unit: 5, North East Bedroom Unit: 5, North West Bedroom 13 Unit: 5, Bathroom Unit:6 Unit: 6, Living Room / Kitchen Unit: 6, Hallway Unit: 6, North East Bedroom Unit: 6, North West Bedroom 14 Unit: 6, Bathroom West Stairwell Storage Room East Stairwell Laundry Room d.rr Utility Room 15 M—Env,.ron—.- -PAM Re�enmaEnwronmwva'0n 31anuai O'CAOC:ae:iernw�Em.ronmenu', OnV uY.A« p-�` Reservoirs Environmental, Inc. T October 11, 2019 Subcontractor Number: Laboratory Report: RES 447035.1 Project #/P.O. #: 19-1060 Project Description: Budd Apt. Complex John Graham Element Building Sciences 8670 Wolff Ct. Suite 140 Westminster CO 80031 Dear John, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 447035-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Picker RCAiertF For Jeanne Spencer President P 10LpM'G6; 560 loGFn 3: 3— 1 W. Own+•.t002•0 !-0 AES4HV rrv.�.a0m 16 R—r .ear,. - R— EnWm —OA A6nval RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Coe. 101696.0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 447035.1 Client: Element Building Sciences Client Project Number I P.O.: 19.1060 Client Project Description: Budd Apt. Complex Date Samples Received: October 11. 2019 EMeM 2 3818 O.fOAOGLLA&RnervaYa Enwmvn.ne OA ManWl �c Method: EPA 600/R931116 - Short Report, Bulk JNII=Noft Turnaround: Rush TR=Trace, Date Samples Analyzed: October 11, 2019 Tmn,AV=T—hter Detected mise visual Estenate Actinolite Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral I Visual Fibrous Components E Description I Estimate Components R (%)I%) (%) (% 1C A Gray/vfifte paint 6 ND 0 100 B Off white texture 9 Chrysotile 3 4=0 97 C Whiteman drywall 85 NO 20 so 2W Not Analyzed per Client Request. 3W Not Analyzed per Client Request. 4W Not Analyzed per Client Request. 5C Not Analyzed per Client Request. 6W Not Analyzed per Client Request. 7C Not Analyzed per Client Request. 8W Not Analyzed per Client Request. 9W Not Analyzed per Client Request. TEM Analysis recommended for organically bound material (i.e. floor tile) d PLM results are <1%. P. 308-9N 1W F: JO}/TI.1:15 5801 lapel Strxc SWe f Ca Osrcr. CO 803te 17 1-8b8�RESi£N•. w.w.Mat cCm Re4eaan Enwmn bl. M ft.— EOHrma W OA W— RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Cods 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 447035.1 Client: Element Building Sciences Client Project Number; P.O.: 19-1060 Client Project Description: Budd Apt. Complex MO. rob 2. 2018 O QAOC"ff P--. Ennrmm 9 OA W .A OOc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Rush TR=Trace, Trem <1°b Visual Estimate Act=Tremolite; Actinolite Date Samples Analyzed: October 11, 2019 Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical PartMineral Visual Fibrous Components E Description Estimate Components R (%) (%) (%) (%) 10JC A Gray/off white charred paint 5 ND 0 100 B White tape 8 NO 95 5 C Off white compound 12 Chrysotile 3 0 $90 97 D OffAtifte joint compound 15 Chrysotlle 3 97 E While/ten drywall 60 ND 25 75 11JC Not Analyzed per Client Request. 12JC A Off white joint compound 4 Chrysotile 3 *10 0 97 B Gray/mufti colored paint 7 NO 0 100 C White tape 7 NO 95 5 D Off white compound 12 Chrysotile 3 *10 0 97 E Off whiteftan drywall 70 NO 25 75 13JC Not Analyzed per Client Request. TEM Analysis recommended for organically bound material (i.e. floor file) if PLM results are 0%. P', 303464.MS 5801 LOW SWW, SwM 100. DO— CO 80215 1-866-RESI-ENY F'. 303,4774275 wpA'.re4M can P00> 2 015 18 Rene -n Eni---I - Resnr M EnNranm [ OA Manuel RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 1018984 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number! P.O.: Client Project Description: Date Samples Received: RES 447035.1 Element Building Sciences 19.1050 Budd Apt. Complex October 11. 2019 Eaectlee Apd 2.2018 0:10AOC"BUIei—i Enwanmecda OA Abnui Doc Method: EPA 600/R93/116 - Short Report, Bulk ND=None Turnaround: Rush TR=Trace. Trem: Date Samples Analyzed: October 11, 2019 Detected <1% Visual Estimate Act=TremotiteiActinolite Client L Asbestos Content Sample A Sub Asbes Fibon rous Number Y Physical an Mineral Visual Fibrous Components E Description Estimate Components R 14JC A Tan paint 4 ND 0100 8 Off white joint compound 6 Chrysotile 3 4=097 C White tape 10 ND 95 5 D Off white compound 15 Chrysotile 3 411111111110 97 E WhWan drywall 65 ND 25 75 15JC Not Analyzed per Client Request. 16JC A Off white compound 5 Chrysotile 3 *100 97 B Tanlgray wail paper 10 ND 90 10 C White/tandrywall 85 ND 20 80 17JC Not Analyzed per Client Request. 18F A Off white adhesive 7 ND 0 100 B Gray leveling compound 30 ND 0 100 C Brown/black flooring 63 ND 2 98 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P. 3C3-950-1986 F'. 303477-4275 56011opan 5— Sute 100. Demsr. CO 80216 Page 3 015 19 cm -66643ES1-cm wnx'.rslat cam Role— E—MiMal. M. RMn M Envl—Ul W Manta, RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 447035.1 tient: Element Building Sciences Client Project Number f P.O.: 19.1060 tient Project Description: Budd Apt, Complex Anda Q-1— 14 !Ain Eft.. AGM 2, 2018 0.`9AOGLLAe1RMYvo n Enwom—ft 0A M-31 doc Method: EPA 600/R-931116 - Short Report, Bulk D=None Detected Turnaround: Rush TR=Trace, <1% Visual Estimate Date Samples Analyzed: October 11, 2019 rem ;Act=Tremofite Actinolite Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical PartMineral Visual Fibrous Components E Description Estimate CMPonen R (%) (%) (%) (%) 19F A Brown/black flooring •,v/ colorless adhesive 50 ND 2 98 B Gray/black flooring wl colorless adhesive 50 ND 7 93 20CT A Tan grout 8 ND 0 100 B Gray granular cernentitious material 12 ND 0 100 C Brown/off white ceramic file 60 ND 0 100 21CT A Tan grout 6 NO 0 100 B White granular material 9 ND 0 100 C Bro,,vnloff white ceramic file 85 ND 0 1 DO 22F A Off white adhesive 15 ND 0 100 B Gray/multi-colored sheet vinyi w/ gray fibrous backing 85 ND 30 70 material 23F A Off white adhesive 15 ND 0 100 B Gray/multi-colored sheet vinyl w/ gray fibrous backing 85 ND 25 75 material TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P 3034U-1980 5801 LoC. S.- 8-00 Denver C080216 F : 303,4774275 Paged of 5 20 1446,RESIENV —Mbb can Rese1VM Erniraune ft. R—se EmirmuneMa104 M.. - RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number. Giant: tient Project Number / P.O.: tient Project Description: Date Samoles Received: RES 447035.1 Element Building Sciences 19.1060 Budd Apt. Complex October 11. 2019 Eff"Vr* Apel 2. 201E 0:bA0C1 Ae,Re9er E vvanmetG9 GA M-1 Aoc Method: EPA 600111-931116 - Short Report, Bulk ND=None Turnaround: Rush TR=Trace, Date Samples Analyzed: October 11, 2019 Trem Detected <I% Visual Estimate Act=TremoliteiActmolne Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical PartMineral Visual Fibrous Components E Description Estimate Components R (%) (off) (%) (%) 241 A Gray charred insulation 100 NO 85 15 251 A Gray charred insulation 100 ND 85 15 26R A Slad6whits fibrous evoven material 10 ND 90 10 B Blackimulti-colored shingle w/ black tar 90 ND 15 85 27R A White fibrous material 5 ND 95 5 B Blacklmulti-colored shingle wl black tar 95 ND 15 85 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P: 30 954-19W F: 3034774275 5801 Logan So-wL Sate 100. Darner, CO 80219 Page 5 015 21 Analyst 1 Data OA vee9-REs1-Ems rrxw.re3ab can 6 C �I In O n O # U LU 91 oa 1 22 I uj W ytI p 0 = E� z' m J � C C u E Q 11 O F n1 u L< rc O £ oil T Q 3 0 U U - O J a o us y 8 uaulauo� a apoo xuieW can r (l) aulnpq a1dWeS SUON b3N10 NO SIVWNI S.V31dWYS %ns lode,S—s OIOW OR Rw.wuo.w3.a IY1 uw-,:nx-.B 1.410 s E uo.:[s4Vue^.p .o,. euauo3sn C < �. y .ro.:nsawnp ro -r+ tebunf e.ane6 E 10 N ? Y m n W} A 0 I,"o BAA �v WMa0Isla-1IW00 sense 4 E. 3 J Z Oh i :W�a.On�MeildMlaN. a:e:c Q ua:ranure*O :cr. swm;ro� �ouw wr ? O � r Oi a W uM:eOVuunO /tUt00:VdutD fMIMs eWiSi' LN LSIO G W O �m 3 6Ia Iqs W. - Mid O ., :�MEOYfed O SSI HIMSOINVONO Md u S fifth awnd &IDA+, d»_ B Vb:b ISIP;Asue - SJV13W pae,ds►a wm, • isna _SO E0044 100%: WOd sdae:�a;Dui-OSi n-' vi We O�--S ::end ns�p x rr+q n1• r. 051 LOS[ -J ianaj Vb3YY W31 a+.evenp P-0--fl--:..,rod WOd W. yo,;s "id � ---� NC, g. E a Z 5 L „ W E n •- LJ U = �a•�• N C ^ LI ; NI r y ¢ at O=no of 'N;ry�N�o�� 3 cc; r 1 y Wa° m ;�S W d ° 5 m 3' 5 r > o' �P P m g k Wrn� W z g o� o o Q Is E y yB�+ ag s e�eJMS�'1 9r1�oc—G S ^I Ta of - m m 2 d 6 m U C u�. O& ui a y V— 22 I i la Z o Z j - 4 k�• W Eq li i� i I i I _3n agoo xuleW tcj 7 a 0 0 LP.— N eaJy I h) E s et 10,181dweg 0 ;S310N a3H10 110 S1V711N1 S,d3ldWYS 010eiYUGHgef7f,.A 'Wlle�J{UC•0 —. 1 I __ _ I - '-o!1eoSI1WPl '•h :'linggdell 0gd5'PIOW 1--�-r � � #-^ I _ __L� I ,__. __ �apeay+lwnp w -la :elleJbLVl > i f � F _ _ uaseaYluenp q -h 'Rbwj 1 q0 01eWY1Mo+'J R Oou1W O I �N / • � � I `i—� Z uongµuenp q •h suuryeo0 gWUe !m 3 � 1— ! - _ �_ j .1... i- I � - I ._ r— ! O uan07yputnO �u.r.:JeNeaavaw�'4^eJers'euessn'alslo ' ' i ,, � i 1 j I i uj y Its-r3'eOwo.NvS'F+'p0 alad?WW.aw6oaled 1__�^"T i I .. SSl'H13W • gINV0a0 —Seim. sRNW '0and bv'R0M d'ql VaOa I SIVjam .Iaua RWl • 19n0 1MSO 'sdovl 'wove NOd ' I l� 'OSI 'Z0dad c MWn OSI 'xr aaW IueM•w05 j i ; 1 _ — 'tan0 •N Oe/ '11 10-1 Yd3HV 4131 • i L� IunoO lWd 'Lodes Wol V S - Wld "•?"'�•..._�---- e � 1 r II I I _ I t I' s�;..y?M 4�'y, 7� 7 t`A, lJ `-1 t�_!✓pJ P� I 1' I (1J 1 N c"s N 00 O N N V �+ 10 N t0 O� O N et • O A OD O O a � N () � N NN NN NN NN Nen e`9 e, l'f 1"! l"f Hf 1'f Pf N7O V 23 EBS assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EBS makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EBS. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EBS has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EBS and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EBS and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EBS. No warranty is made. EBS liability and that of contractors and subcontractors arising from any service rendered hereunder shall not exceed the total fee paid by the client to EBS. Thank you for the opportunity to work with you on this project. Please call at (808) 554-8786 with any questions or concerns. Thank you. Sincerely, z+'" AV42"' John Graham Element Building Sciences Colorado State Certified Asbestos Inspector, 24057 24 F�c R{. • ?`ii w X18 6� Colorado Dc?artment of Public Health and Environment ASBESTOS CONSULTING FIRM This certifies that Element Building Sciences CO, LLC Registration No.: ACI: - 24814 has met the registratior requirements of 25-7-507 C.R.S. and the Air Quality Control Commission RLgulaiion No. S. Part 13, and is hereby atcilnuized to perform asbestos consulting activities as required under Regulation No 8, Part D, in the state of Colorado. Issued: July 31, 2019 Expires: July 31. 2020 .c Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that John Graham I Z, ;. Am&~ rpco nynwrnatw SIX Certification No.: 24057 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: October 30, 2018 Expires: November 02, 2019 • rhhcmt/,raeh wild mfy�klhrponpslon f/ M 1b, xlanayprovaAlrnfntnr averse renl/kaJnn i� b•dhAp/In•,pMJlyd aEorc. 25 1A1 ¢d PCU Fep�eMNMM aEAL 1162 City of Wh6a-tRid �ge Building Inspection Division Building Inspection Report W � W-J� AVE, LOCATION: t i CASE # 20 eq t! oat2� BUSINESS NAME (if applicable): I REPORT DATE: 10 q OWNER NAME - o V t3QDD(. OWNER ADDRESS 6 . L,4 OWNER PHONE HOME ( ) WORK { COMPLAINANT NAME: (if different from owner, ex: Fire Dept, Police Dept, Neighbor) COMPLAINANT PHONE: HOME { COMMENTS: N vj!�, cow► S v u WORK { s p s� DFl G-lfl7 !� G- lN�rDA41415,4 CC I 111�, po iii Asst AP!fZx/ 62V (0 � ('j VIVS7-0 INSPECTOR: VSS DATE: 10 /(,� ! �1 occPOSTS VACATE NOTICE ISSUED DOOR HANGER DATE: DATE: For questions or information on hoW to obtain a Building Permit, please call (303) 235-2855. White: Property Owner Yellow: Building Inspection Division Pink: Building Inspector City of Wheat Ridge Commercial Roofing PERMIT - 201801344 PERMIT NO: 201801344 ISSUED: 05/09/2018 JOB ADDRESS: 11681 W 44th AVE EXPIRES: 05/09/2019 JOB DESCRIPTION: 6Plex Units 11681-11683 Commercial Reroof remove and install composition asphalt shingles with mansard roof with 36.47 squares. Pitch 2/14 furnace shed on back, 4/12 main portion of the building roof and mansard pitch 24/12. ***Revision add Redecking 36.47 squares.*** *** CONTACTS *** OWNER (303)751-3145 JOHN V BUDD FAMILY TRUST SUB (720)690-4949 Christine Creason 170507 Pay It Forward Svcs. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0081 / LEES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,074.76 FEES Total Valuation 0.00 Use Tax 505.57 Permit Fee 442.05 ** TOTAL ** 947.62 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval, Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. y. City of Wheat Ridge x Commercial Roofing PERMIT - 201801344 PERMIT NO; 201801344 ISSUED: 05/09/2018 JOB ADDRESS: 11681 W 44th AVE EXPIRES: 05/09/2019 JOB DESCRIPTION: 6Plex Units 11681-11683 Commercial Reroof remove and install composition asphalt shingles with mansard roof with 36.47 squares. Pitch 2/14 furnace shed on back, 4/12 main portion of the building roof and mansard pitch 24/12. ***Revision add Redecking 36.47 squares.*** I, by my signature, do hereby est t at the wor to be performed shall comply with all accompanyingg approved plans and specifications, applica le building cedes, all a e nicippal codes, policies and procedures, and that I am t;ie legal owner or have been authorized by the legal owner of th rope d am a orized to obtain this permit and perform the work described and approved in conjunction with permit. I f i er est t e al authorized to include all entities named within this document as parties to the work to be performed an I wor to a ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWN R or CONT TOR-( ircle one) Date l . This a on the information provided in the permit application and accompanying plans and specifications and is sub ect to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap able code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of 1hief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of /Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits aaki.wheatridge.co.us FOR OFFICE_ USE ONLY Date: Add to Permit #'l y ') / / LN, /9 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): ��� I/ � ! � Phone: 7; �0 � / �� Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Contact Person:u�g Phone: Contractor: P4, -, Contractors City License #: Phone: Contractor E-mail Address: 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). , 4 Description of revisedlamended work: �l Sq. Ft./LF Amps Btu's Gallons Squares �.�_ ( Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ ,�&U -06 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 this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work / / d a also uthodzed by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) R I --- or (AUTHO ED RE ,Rl�PNf E))o�(OWNER) (CONTRACTOR) PRINT NAME: DEPART 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 LY DATE: /,o ��j OCCUPANCY CLASSIFICATION! Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � I r�� Job Address: 1 �S ) LI) WLI kip RY _ Permit Number: C7 1 O ) 3 tf q ❑ No one available for inspection: Time - @I /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: -1;) 03 -234 - Date: I /v Inspector: DO NOT REMOVE THIS NOTICE 7 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: 4 Job Address: t i t 'Q Permit Number: 0 ; L4 4 ❑ No one available for inspection: Time ;` ' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 51 : ® Inspector:,--�_ DO NOT REMOVE THIS NOTICE 1 1 L� j— I I (�% 3 G 1"I", A 41 CITY OF WHEAT RIDGE 1Building Inspection Division (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:-? ®-3 J� - , -. -s Job Address: 1 1 �`:c ! Permit Number: 1y 4 11 f - - v ❑ No one available for inspection: Time �I : �;- 6/13M Re -Inspection required: Yes (N When corrections have been made, call for re -inspection at 303-234-5933 Date:. I r _ / � Inspector: DO NOT REMOVE THIS NOTICE 1 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: CZA no'cl- Job Address: -- q1_ Permit Number: POIR �� ��i e -f ❑ No one available for inspection: Time (' y�� AM/PM Re -Inspection required: Yes °Nor;' When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:( l r r [- . DO NOT REMOVE THIS NOTICE City of Wheat Ridge Ys; Commercial Roofing PERMIT - 201801344 PERMIT NO: 201801344 ISSUED: 05/09/2018 JOB ADDRESS: 11681 W 44th AVE EXPIRES: 05/09/2019 JOB DESCRIPTION: 6Plex Units 11681-11683 Commercial Reroof remove and install composition asphalt shingles with mansard roof with 36.47 squares. Pitch 2/14 furnace shed on back, 4/12 main portion of the building roof and mansard pitch 24/12. *** CONTACTS *** OWNER (303)751-3145 JOHN V BUDD FAMILY TRUST SUB (720)690-4949 Christine Creason 170507 Pay It Forward Svcs. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0081 / LEES BLOCK/LOT#: 0 / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,084.76 FEES Total Valuation 0.00 Use Tax 421.78 Permit Fee 378.65 ** TOTAL ** 800.43 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. A City of Wheat Ridge Commercial Roofing PERMIT - 201801344 PERMIT NO: 201801344 ISSUED: 05/09/2018 JOB ADDRESS: 11681 W 44th AVE EXPIRES: 05/09/2019 JOB DESCRIPTION: 6Plex Units 11681-11683 Commercial Reroof remove and install composition asphalt shingles with mansard roof with 36.47 squares. Pitch 2/14 furnace shed on back, 4/12 main portion of the building roof and mansard pitch 24/12. I, by my signature, do hereby attest that e work tabe performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, an� ail ' pl' able mu ipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le owner of the prdp auth ized to obtain this permit and perform the work described and approved in conjunction with this_pe it. I further at st t am lly horized to include all entities named within this document as parties to the work to be per med and thatl' wo be p o is disclosed in this document and/or its' accompanying appro�d plans specifications. na Aweof O E�- R (Circle one) Date This it was issued based on the in f rm ° n provided in the permit application and accompanyin plans and specifications and is su ijectt to compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 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. 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 }ssuanc granting of a ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any /V or or �y ordmlilife or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat ldge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a�cimheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: 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):,�� Phone: 3 �T-3 i 1 Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: fi City of Wheat Ridge License #: �`� d C3` 1 Phone: (09 C) qS 1: Contractor E-mail Address Y o yr _'ZZD 9--, 1, It C'. -Vu f'. I nVVl For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ` �� Phone: �'1 C� � CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. G� 0o12—'� Mai Commercial Projects Only: Occupancy Type:lm� Cons ruction Type:6cr-r) Sq. Ft./LF �44j BTUs Amps Squares lsi l Gallons -- Project Value: (Contract value or the cost of all materials and labor included in the entire project) Rol C s 4, 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 describe6work and am also authorized by the legal owner of any entity included on this application to list that entity on this app i tip. I, applicant for this building permit application, warrant the truthfulness of the information provided on the application. / CIRCLE ONE: (OWNER) ( TRACTOR o (A ESENTATIVE) of (OWNER) (CONTRACTOR) Sianature (first and last name): DATE- 5 Printed Name: 1 ro I DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: ♦ 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: Irlio RODS Job Address: 1142J 't- Permit Number: ~929~/2 4"v fr, !3-e9 R ri I ❑ No one available for inspection: Time AM/PM Re-Inspection required: Ye No *When corrections have been made, call for re-inspection at 303-2345933 Date: Jo -/6 - 09 Inspector: 9/ DO NOT REMOVE THIS NOTICE ♦ ' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office • (303) 237-8929 Fax - INSPECTION NOTICE Inspection Type: i'7<1,) ~oc3F Job Address: //b 8/ 41e 5i Permit Number: 0121?412_ l-2 /JU/L/~Ja 2Jn No one available for inspection: Time so AM/PM F,ie-Inspection required: Yes No ;When corrections have been made, call for re-inspection at 303-234-5933 Date: fb - /3 - O 9 Inspector: I~W DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 092942 PERMIT NO: 092942:. ISSUED:- 10/02/2009 JOB ADDRESS:: 11681'.W 44TH AVE EXPIRES: 03/31/2010 DESCRIPTION: Reroof 29 sqs ***CONTACTS owner 303/751-3145 Elizabeth Budd PARCEL: INFO ZONE CODE: UA -USE: UA SUBDIVISION:. 0081 BLOCK/LOT#: 0/ I FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,133.00 FEES Permit Fee 162.90 ~1Y1 L~~,r}, e Total Valuation 00 ..:92.39 . a,. Use Tax 1, TOTAL 255.29 Conditions: 6 nail installation mid-roof inspection required`.' Board sheathing spaced more than 'a 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and water shield required from`eave edge to 2' inside exterior walls.'.. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable' ordinances, rules or regulations of the City of Wheat Ridge.. or. covenants,: easements or restrictions : of record; that all measurements shown, and allegations made are accurate, that I have read and agree to abide by all conditions printed on this application and that I assume full.. responsibility for compliance with the Wheat Ridge Building Code `(I.B.a) and all other r" applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. O6 ye Signature f contractor/owner 'date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of thee. state of Colorado and to the Zoning Regulations and Building Codes of Wheat 'Ridge, Colorado or any other :applicable ordinances of the city.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension maybe granted at the discretion of the Building Official: ` 3. if this permit expires, `a new permit may be acquired for a fee of'. one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or ,abandonment 'has not exceeded one (1) year. If changes. have been or if suspension or abandonment =exceeds one (1) year, full fees 'shall be :paid for anew permit. 4. No work of any manner skull be done that will change the natural flow of water causing adrainage problem. r 5. Contractor: shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive i written approval on inspection card before proceeding with successive phases of the job. 6. The. issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or lregulation. X All plan review is subject to field inspections. I,I A Sign atu ref Building Official .`date INSP TI REQUEST LINE: (303)234-5933 BUILDING OFFICE:. (303)235-2855 1 REQ.STS MUST. BE MADE BY 3PM: ANY BUSINESS DAY FOR `INSPECTION THE FOLLOWING BUSINESS `DAY a City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan cOroRro° Inspection Line: 303-234-5933 ) Permit Building Permit Application Property Address: 0 Property Owner (please print): y f~ Zf2,~, L l Phone Mailing Address: (if different than property address) Address: /6-0/ City, State, Zip: ~lT cI ~O D/ -L--- Contractor: (CL Ale //G / + l G e iG 60 L lio / Contractor License Phone: ~j j / -3 /fLs Sub Contractors: Electrical City License Plumbing City License*: Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 'i y EI / 7 v Ae_:5 Description of Work- N (as calculated per the Buddinq Valuation Data sheet) I = Lea C Plan Review (due at time of submittal): $ Sq. Ft./L. Ft added: Squares BTU's Gallons Amps [OWINERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT reby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full onsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work r this permit. Plans subject to field inspection. CE ONE:: ( WNE (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) T NAME: SIGNATURE: Date: F WHEqT ~ P ti o o m j ~~CORA~O NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 Intemational Property Mainteriance Code, the following property is in violation. According to County Records you are the properiy owner.o.f the described property in violation. December 21, 2005 /05 Property Owner: Attn: John V Budd Revocabie Trust 1601 S. Lansing St 7160 3901 9844 6339 1695 . Aurora CO 80012 s- Current Occupants 11681- 11685 44th Ave Wheat Ridge Co 80033 Property Description: 464400 Lees; Lot 13, Key OON, Section 20, Township 3, Range 69, Quarter section NE or commonly lmown as: 11681-11685 W. 44th Ave: Wheat Ridge Colorado $0033 I 2.. Arti cle Number ~ • • s •il • ` • 11 A. ivetl by (Plent Gleady) ~ ` ' B. ate of DeIN~ The property owner, ; 1 11 111 11 111 1 11 11 11 11 1111 11 1 1 1 1 ~enanura Bmldwg Official of 1 X r~ naau~ describedrealproper: ,~1 y8yy 6339 1695 7160 3 D. ~saanoeyaaara~areeranto-omnem,? If YES; enter d@livery address 6elow: ❑ N6 tI16 UT11fOTIll COC10 fOT by the City of Wheat: 3. seNice Tvae CEHTIflED MAIL d : 4..ReStrlctedDelivery?(ExfraFge)QYes p~ The bullding is being; A"icie naaressea ta I for the Abatement of: BD Re: 11681-85 W. 44th Ave. , propertyisinviolatiG John V Budd Revocable Trust ; 1601 S. Lansing St. . ; Aurora, CO 80012 PS FQrm3811, Ju1y12001 . , DomesGC Return Peceipt , SECTION 301- GENERAI. For the putpose of this code, certain terms, pluases, words and theu derivatives shall be construed as specified in either this chapter or as specified in the Building Code or the Housing Code. Where terms aze not defined, they shall have their ordinary accepted meanings within the context with which they aze used. Webster's Third new International Dicrionary of the English Language, Unabridge, copyright 1986, shall be construed as providing ordivary accepted meanings. Words used in the singular masculine gender include the feminine and the feminine the masculine. BUII.DING COAE is the International Code Council, as adopted by this jurisdiction DANGEROUS BIJII.DING is any building or shvcture deemed to be dangerous under the provisions of Section 302 of flus code. HOUSING CODE is the Unifonn Housing Code promulgated by the Intemational Conference of building Officials, as adopted by this jurisdiction. INTERNATIONAL PROPERTY MAINTENANCE CODE is the 2003 Intema6onal Pioperty Maintenance Code promulgated by the International Code Council, as adopted by flus jurisdiction. : SECTION 302 -DANGEROUS BUII,DING For the puzpose of tlus code, any, building or structure which has any or all of the conditions or defects hereinafter described shall be deemed to be a dangexous building, provided that such conditions or defects exist to the extent that the life, healtU, property or safety of the public or its occupants are endangered. 1. Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of fire or panic. 2. Whenever the walking surface of any aisle, passageway, stairway or other means of eacit is so wazped, wom. Loose, tom or otherwise unsafe as to not provide safe and adequate means of eacit in case of fire or panic. . 3. Whenever the stress in any materials, member or portion thereof, due to all dead and life loads, is more than one and one half times the worldng stress or stresses allowed in the Building Code for new buildings of similar structure, purpose or location. 4. Whenever any portion thexeof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the sh uctural strength or stability thereof is materially less than it was before such catas4ophe and is less than the m;n;m„m iequirements of the Building Code for new buildings of similaz structure, pucpose or location. 5. Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property. 6. Whenever any portion of a building, or any member, appurtenance or omamentation on the eaderior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one half of thaYSpecified in the building Code for new buildings of similar structure, purpose or location without exceeding the worldng stressed pemutted in the Building Code for such buildings. 7. R'henever any portion thereof has wracked; warped, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction. 8. Whenever the building or struchue, or any portion thereof, because of (i) dilapidation, deterioration ox decay; (u)fauliy construction; (ui) the removal, movement or instability of any poition of the gxound necessary for the purpose of supportiAe such buildings; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 9. Whenever, for any reason, the building or structuxe, or any portion thereof, is manifestly unsafe for putpose of which it is being used. 10. Whenever the exterior walls or other vertical structucal members list, lean or buckle to such an extent that a plumb line passing through the center of gavity does not fall inside the middle on third of the base. 11. Whenever the building or shucture, exclusive of the foundarion, shows 33 percent or more damage or deterioraflon of its supporting member or members, or 50 percent damage or deterioration of its non-supporting members, enclosing or outside walls or coverings. 12. VJhenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an amactive nuisance to cluldren; (ri) a harbor for vagranu, cruninals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts. 13. Whenever any building or structure has been constructed, e3dsts or is maintained in violation of any specific requirement or prohibition applicable to such building or structure provided by the building regulations of ttus jurisdicfion, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings. • 14. Whenever any. building or shucture which, whether or not erected in accordance with a all applicable laws and ordinances, has in any non-supporting part, member or portion less than 50 percent, or in any supporting part, member or portion less the 66 percent or the (i) strength, (ii) fire-resisting 4ualities or characteristics; or (ui), weathex-resisting qualities or chazacteristics required by law in the case of a. newly constructed building of like azea, height and occupancy in the same location. 15. Whenever a.building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidarion, decay, damage, faulty construcrion or arrangement, inadequate light, air or sanitarion facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for hnman habitation or in such a condition that is likely to cause siclness or disease. 16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exists, lack of sufficient fire-resistive construction; faulty electric wiring, gas connections or heaang apparatus, or other cause, is determined by the fire marshal to be a fire hazard. 17. Whenever any building or structure is in such a condifion as to constitute a public nuisance known to the common law or.in equity jurisprudence. 18. Whenever any portion or a building or shucture remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a period in excess of six months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public. The 1997 Unifoxm Housing Codes states: SECTION 1001- 1001.1 General. Any building or portion thereof that is determined to be an unsafe building in accordance with Section 102 of the Building Code, or any building or portion thereof, including any dwelling unit, guest room or suite or rooms, or the premises on wlrich the same is located, in wlrich there exists any of the conditions referenced in this section to an extent that endangers the life, limb, health, property, safety or welfaze of the public or the occupanu tliereof, shall be deemed and hereby aze declazed to be substandazd buildings. 1001.2 Inadequate Sanitation. Buildings or portions thereof shall be deemed substandazd when they aze when they aze in sanitary. inadequate sanitation shall include, but not be limited to, the following: 1. Lack of or improper water closet, lavatory, bathtub or shower in a dwelling unit or lodging house. 2. Lack of or improper water closets, lavatories, and bathtubs or showers per number or guests in a hotel. ° 3. Lack of or improper kitchen sink in a dwelling unit: 4. I;ack of hot or cold running water to plumbing fvctures in a hotel 5. Lack of hot or cold muning water to plumbing fvctures in a dwelling unit oi lodging house. 6. Lack of adequate hearing facilities. 7. Lack of or improper operation or required ventilating equipment. 8. Lack of nunimum amounts of natural light and venrilarion require by this code. 9. Room and space dimensions less than required by this code. , 10. Lack of requ'ued electdcal lighting. 11. Dampness nf habitable rooms. 12. Infestation of insects, vernun oi rodents as determined by the health officer. . 13. General dilanida8on or improper maintenance. , 14. Lack oFconnection to required sewage disposal system. 15. Lack of adequate gazbage and rubbish storage and temoval facilities as determined by the health officer. 10013 Structural Hazards. Buildings or portions thereof shall be deemed substandard-when they aze or contain shuctural hazazds. Struchual hazazds shall include, but not be limited to, the following: 1. Deteriorated or inadequate fommdations. 2. Defective or deteriorated flooring or floor supports. 3. Flooring or floor supports of insufficient size to carry imposed loads with safety. 4. Members of walls, paztitions or other vertical supports that split, lean, list or buckle do to defective material or deteriorations. 5. Members of walls, partitions oi other vertical supports that aze of insufficient size to carry imposed loads with safety. 6. Members of ceIlings, roofs, ceiling and roof supports, or other horizontal members that sag, split or buckle due to defective material or deterioration 7. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that aze of insufficient size to carry imposed lads with safety. 8. Fueplaces or chimneys that list, bulge o settle due to defective material or deterioration. 9. Fireplaces or clumneys that aze of insufficient size or strength to carry imposed loads with safety. 1001.4 Nuisance. Buildings or portions thereof in wbich there exists any nuisance as defined in tlus code are deemed substandard buildings. 1001.5 Hazardous Electrical Wiring. Electrical wiring that was installed in violation of code requirements in effect at the time of installation or electrical wiring not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.6 Hazardous Plumbing. Plumbing that was installed in violation of code requirements in effeet at the time of installation or plumbing not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.7 Hazardous Mechanical. Mechanical equipment that was installed in violation of code requirements in effect at the time of installation or mecLanical equipment not iastalled in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandazd. 1001.8 Faulty Weather Protections. Buildings or portions thereof shall be considered substandard when they have faulty weather protections, which shall include, but not be limited to, the following: 1. Deteriorated, crumbling or loose plaster. ' 2. Deteriorated or ineffective waterproofing or exterior walls, roof, foundations or floors, including broken windows or doors. 3. Defective or lack of weather protection for eatarior wall coverings, including lack of paint, or weathering due to lack of paint or other approyed protecrive covering. 4. Broken, rotted, splif or buckled esterior wall coverings or roof wverings. 1001.9 Flre Hazard. Any building or poxtion thereof, device, appazatus, equipment, combustible waste, or vegetation that, in tha opinion of the chief of the fue department, is in such a condition as to cause a fire or explosion ox provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause shall be considered substandard. 1001.10 Faulty Materials of Construction. The use of materials of conshucrion, except those that aze specifically allowed or approved by this code and the Building Code, and that have been adeqnately maintained in good and safe conditions, shall cause a building to be substandard. 1001.11 Hazardous or Insanitary. . Premises. The accumulation of weeds, vegetation, junly dead organic matter, debris, garbage, offal, rat harborages, stagnant water, combustible materials, and similar materials or conditipns on a premises constitutes fire, health or safeTy hazazds that, shall be abated in accordance with the procedures specified in Chapter 11 of tlus code. 1001.12 Inadequate Esits. Except for those builclings or poxtions thereof that have been provided with adequate exit facilities confoxming to the provisions of this code, buildings or porlions thereof whose exit facilities were installed in violarion of code requirements in effect at the time of their construction or whose exit facilities have not been incxeased in number, or width in relations to any inciease in occupant load due to alterations, additions or change in use or occupancy subsequent to the time of construction shall be considered substandazd. Notwithstanding compliance with code requixements in effect at the time of lheu construction, buildings or portions thereof shall be considered substandard when the building official finds that an unsafe condition exists through an improper location of exits, a lack of an adequate number or width of exits, or when othei conditions exist that aze dangezous to human life. 1001.13 Inadequate F7re-Protection or Fyre-Figbting Equipment. Buildings or portions there of shall be 'considered substandazd when they aze not provided with the fire-resistive cons4uction oi fue- extinguishing systems or equipment required by this code, except those buildings or portions thereof that conformed with all applicable laws at the time of their construction and whose fire-resistive integrity and fixe-extinguishing systems or equipment has been adequately maintained and ixnproved in relation to any increase in occupant load, alteration or addition, or any change in occupancy. 1001.14 Improper Occupancy. All buildings or portions thereof occupied for living, sleeping, cooldng or dining purposes that were not designed or intended to be used for such occupancies shall be considered substandard. The following is a list of items that shall be fixed to meet code: 1. All hazazdous wiring shall be fixed by a licensed electrician and a pemut pulled through the City of Wheat Ridge building departxnent. 2. Need smoke detectors in hallways. 3. Hazardous plumbing no faucets 4. Hazazdous Electrical 5. Dryers need to be vented to the outside with approved Venting `material. 6. Faulty weather protection. 7. Storage not pertnitted under stairs 8. Guazd rails are not to code shall be 36" Min. 9. Heat Reasters aze falling apart hazard to children and getting cut. 10. Nd water shut off in laundry room 11. Broken windows shall be fixed. 12. Need fire clialk azound pipes as the penetrate the ceiling and •Fm?ls. 13. Guard rail not secure. - 14. Missing handrail by stairs. 15. Siding is buckling and falling apart due to weathering. 16. Slab in Boiler room is suildng and making the structure unsafe. 17. Holes in walls need to be filled. 18. Cable wiring is hanging. 19. No screens on some windows. 20. Need proper drainage from building. 21. Uncovered dumpster 22. Txash all over site shall be cleaned up. 23. NOTE THAT TI3E BUII,DiNG DEPARTMENT NEEDS TO INSPECT THE INSIDE OF EACH UNIT FOR LIP'E SAFETY ISSUES AND SO TfIIS LIST MAY NOT BE THE ONLY ITEMS THAT NEED TO BE CORRECTED. ORDER I. The City of Wheat Ridge Building Official has detemuned the building referenced above to be a Dangerous Building. The Building Department will post the buildirig as a Dangerous Building due to the amount of life safety issues. Pursuant to Code these spaces shall not be rented out to new tenants until all these items have been addressed. If the following itexns haue not been fixed by February 28, 2006 the current occupants will be reguired to vacate the property.. This is therefore required in order to protect life, health and safety of the public. II. The owners are ordered to pull a building permit to fui the deficient items. The Building Department will post the building as a Dangerous Building due to the amount of life safety issues. Pursuant to Code all occupants shall be required to vacate the praperty. This is therefore required in order to protect life, health and safety of the publia III. If the structure has not been brought to code or demolished by February 28; 2006. Section 801 in the Uniform Code for the Abatement of Dangerous Buildings states, "801.1 Procedure. When any work of repair or demolition is to be done pursuant Section 701.3, Item 3, of this code, the building official shall issue an order thereof to the director of public works and the work shall be accomplished by personnel of this jurisdicrion or by private coniract under the direction of said director. Plans and.specifications therefore may be prepazed by said director, or the director may employ such architectural and enaneering assistance on a contract basis as deemed reasonably necessary. If any part of the work is to be accomplished by private contract, standard public works contractual procedures shall be followed." Section 801.2 states, "801.2 Costs. The cost of such work shall be paid from the repair and. demolition fund, and may be made a special zssess:nent agains± the property involved, or may be made a persor.al obligation of the property owner, whichever the legislative body of this jurisdiction shail detetmine is appropriate." The property owner and all occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described building. The Building Official shall cause the property to be posted with the attached Notice and shall take action to remove all future occupants from the building until the building is brought up to code. REMEDIAL ACTION 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to conect any deficiencies. N. All deficiencies shall be fixed but aze not limited to the items on this list. APPEAL OF THIS NOTICE AND ORDER Any person hauing record title or other legal interest in the above described premises may appeal this Notice and Order or any action of the Building Official to the Building Code Advisory Boazd or laiown as the Board of Appeals pursuant to section 112 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an aduiuustrative hearing and deternunation of tlus matter. FILING OF AN APPEAL SfiAI,L NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY, OF WHEAT RIDGE'S BUILDING OFFICIAL 303-235-2853 303-570-7510 Chadley Roo#, Building Official $roperty appraisal system Previous 5 OF 5 Page 1 of 2 IISch:148690 Parcel ID39-201-04-01 l Status:Active Property Type:Aparhnentl I Address 111681 W 44TH AVE ~ WHEAT RIDGE CO 8003 Address: 01601 S LANSING ST ~ AURORA CO 80012 5128 Name V BUDD REVOCABLE Name: 464400 ale Date Sale Amount IDeed Type 2-22-1977 Wananty Deed 1-01-1990 Quit Claim Deed 3-03-1995 Quit Claim Deed 4-24-1997 150,000 Waaanty Deed - Joint 7-13-2005 F - - - - - - Warrantv Deed illAssessor Parcel Maps associated with Schedule: 11map39-201.~d£ Acrobat Reader is required to view PDF's. Location Map/Additional Information. Send mail to assessor~,aso.jeflenon.co.us with questions or comments about [his Web site. Copyright @ 2005, Jefferson County, Colorado. All righ[s reserved. A Map of How to Get to Our Office Web site infortnation cumnt [hrough: 12-17-2005 Version 3.5.0 - Release Date: SEPTEMBER 2005 http://wwl4.co.j efferson.co.us/ats/displaygeneral.do?sch=148690&offset--4 12/21/2005 H~ ~rty - Geuer$I ' Informatian ' - 12/21/2005 11:39 3034327995 ARVADA FIRE DISTRICT . P.n a t om"D [~IrICt Arvada Fir rotection DIVISION OF FIRE PREVENTION Pre PI~ # 6~ sl~ Streee ARVADA,COLORAD0800042607 (303) 424-3012 - FA7C (303) 432J995 PAGE 04 / axx INSPECTION REPORT NAME OF BUSINESS 'TAo d s N A/~T DATE: ~g. rac-d s ADDRESS• ll.a, r j ` aa ~A &I ,f w a .a. PHONE 1~~ 1 ~J ~-T 9B G G R P NAME PHONE: tasv f 7Tr- 4~'a ~ R P NAME PHONE ( ) ~pG OWNER/MGR • + o T r 60 ~ a R.evo ~v~, 3~/~{ONE r~ Aa C a pn A a ~lJ'~' 9£tm o occ rvPE-. conST. rr PE. „ ;sLDG. ricr.: a, so. Fr. 415 n.. ALARM SUPERVISION: u~ t KEY BOX LOCATION: ,Je I vES I No I N/A I RBNARK3 - RECOMMENDATIONS - FiEUl11REMFMS 1 PDOfSSS FOS7ED/vISI9LE Ct N r 1 A/i.e n. A 6R 3 /'T ~ e~.e 6 7Leta .r ~ A v r i 2 DM AOEOUATE @ M OFCFA ✓ ~ w G y No9 ~ e, Ev1fAG8VCY LUiHi1NG ~ r4.rit~. Lre.tv.f . or.: I~ ~ P L N ~C T4 d J t 4. SfPAANP.YS W OAbBi 6 R Yi L C t /V E 0 5. RRE 0.SSEAABI.ES/ASSHv1BLY OCCUPMK6 ✓ u 7 .i - 6 Pn , 4 N QBEWTOf6 ~ CLO 1.a R'EMOJL 3reRAOi uUOC~',:prR.-anyl 7. i#iE IXfINGIRS'EHS M ORDHZ (hSP. DAIE: !G'nle~ 9, $ftQEH/STMDM SY5IBJI (DAIE. I i , N~ r` V SO T 00- P r¢ a v i P G T/ d~,! 9 9, MJro. W1NGULO7PY SYSfBvt IDATE: /Cv o 7 `7 G•• L•lu o€~e• 0 2' GP 3rt rnil 1 f 10 HOOD 6 WCT SYSTEM N ORD92 @4TE ~ 3 4 a I N4L n 17. PoIE ~TECfION DEhC6 (n'R! ~Lia- - 1 ' Ta '~O.a,R ea T C~ ~ l..n ~+v o rv w c r R ,a Pwe unra.a VfSTEnn m+vE Y~ ' .ay a nsi AIG + E K SKE Tfett 13. ELEcrtuAUW"orv caMs, MwLnence ennrrms . ~b .r.~ ~ E ,6tE.+'.a ~meac !-l.v E ~ ..oa~r ~ ao rl c.a/-ilre,a Pn r.~ ~wcA' ~ ' S CLEL'IRCAL D6CONNECf Mh£PB AJ 0 76, MpI N JJ / ^ m O N/l y ie e~ Tt~ Ri ~7 16.AU%.POW9i5Y5TFA7I11?E I ~ ~ ~~a£ 'r=,L""l4MYJre~~KGTJ II(.a/~/~e.b~7 17. HOU59CffRNG - H$DEJDUISPE ~ {•R[a.. D w.t QO ew. N]J 1..~ o f 1 4 a I Avo 1e. aDEcuraE aueerH corurMqM A,g,:,,, /z.-I rr iB. PADPER STORAOE OF COMBUSIBLFS/RACS ~ o~c ~ i c•► s. l.~v r r TC`r r 20. RioaEFl SroAAGE OF HA?ARDOUS MA'fHiWS/GASES . ca.s !y ~~o ~~rt No-r Dosr.nr. o~ zt PIIOFEn stowMaE xJO rwrvmlMG oF wsT/RlMffi5 r Avo RE+uc.- 22. FEA7HJG APFlJANCES (1YPE 10.~ ) ? h e~ z y ~ET 23. WA16i HFAM {IYPE 1 ~ iGTp~p ~~E£C Yp A a6~ xv~r~c~f7 ~ 24.COMBUSfiONP1PSOURCE - ~ PY ~+~I-/~rlcwa~y ~'o7`EFervc~ P"w7-, /h ~ 25. PNOPEH RRNG/oHdING +O E ~Pc~YTtOvAf. C-.OIrP1.ETe ~LTY A Aw 0 ZB. PROPEA UECRaNfES V ATT~r CM S~f I~ O.er., C-~R ee r zz. C,aS SlitJroFF ACCSSBLE MMH1E W a~. I ~ . 'T IJJRC~T ~4y r'4a-r /+w~~t~a ~'v `.i* ~«.~ow R~ 26. FWE LAI~ffS/ACCESS e., Y ~16Y/_ flA 29, OCCUPMR LOAD J 7( C_ ,O4 n 7Lti I`3'~ ~'TErn~ C)J L F.e e.. 3Q SPF0~A09i SY"fEM CONPFM; ~'•%T g,q r P t h rc.~ /~h r Av~E~ R ro G~ 31. FXiA%WSM9W SSfH+i COMPMIY. C i, nHE unDERscNED, nM wREcear oF niis mSPEcnoN nwnce rum urmaIsrarro niaRE nnm eE onie+ oiscFMaiwcias. . ~ ~ SHIFf A B G 13EC9vE~ BV INSPECTED BY RBNUECf10N DATE 1 CORR6Cf10NS COMPLETID fi13NSPEC710N DATE 2 4/2°ro3 1~121/2005 11:39 3034327995 ARVADA FIRE DISTRICT PAGE 05 ' p.4 c.. a 6T c r a Arvada Fir~' ~ ratection Dis rict DIVISION OF FIRE PREVENTION 6503 simms streee Pre Ma^ # aqvaoa, coLonxno e0004-2607 (363) 42941012 - FA7C (303) 482-7995 INSPECTIdN REPORT NAME OF BUSINESS: a.., 'S A.r, _ DATE / Ly- epo APDRESS• I ~ r, j- i / . ~ Za PHONE !3 NZ ) 1r~ - 9a o ~ R P NAME PHONE: { 3a3 ) q,y.-s • g a e c R P NAME: PHONE: f I BLGC. OWNER/MGR.;B..a,o S._ _ r, ~4 a~ ~ p~~. ~ a~~. "•~~nIE (g03 ) 7zrS- 4? o - OCC TYPE 4k1 CONST. 'fYPE U. 0 : BLDG. HGT.: ,za ' : Sa Ff. 6 6 o a ALARM SUPERVISION: N l., KEY BOX LOCATION: u/q I'Ig I NO I N/n I REMAAICS • RECOMMENDA7IWYS - REQUIRBNENIS 7. CDDPFSS POSIM/19BI.E 2 IXRS A=UATE 6 W OHD6i a EIVERcENcr tIcHTM 4. SfAIINI'A15 M OFmEA 5. iiRE 0.iW7BLlE/Ai'~EMBLY OCCUPANQES S. e.eavoFs 7, RPE 4mNG195h61S A1 OADER (IVSP. DgE; B. SPPorAdHi/bTANDW SYSTFfd (DATE 9. AUfO. FXIAVGUI9IWG SYSTcM (OA7E la. NOOD B DUf.T SYSTEM N OROEii (D47E 11. FlRE DE7ETION DBACES (IYPE - 72. RRE NJRM 515TEh0 (DAIE 13. ELECTRICAL/E)CENSION COFDS, MU4TFALE ADAPfERi 10. 4ECTPofl+L SHUfOFF ACCESSIBLE "BiE 16. MP1N EIECtF#CAl O6CONNECT ~MIB1E ie. wx PouB sn-W mPE V. Haseem+wc - raDE/oursoe 78. ADEGUATE MJBBLSFi CONfAPEAS 16. HWPEA STOR0.GE Of LOMBUSfBtSAV.GS 20. PROPEH SfORAGE OP HWWDOUS MA7BilU5/WSES 21. PHOPEA STOR4GE AND HPNOWG OF W5f/R1Nff3 22. tff10WG APRIANCFS (IYPE 23. W41ER FIFJAFA (Il'PE 24. CAMMA'S1qN NH SOURCE 25. RiOPEA RPHJG/VHJfIVG 70. PpOPEH G.EGRGNCES 27. W15 SIiUroFF aCC55BtE hN11EPE 211, FRE LaNES/ACC66 29. OCLUPANT LOAO 30. SPPoNq.EA bY5T8M COMPpryY, _ 31, pRWGlASNNG SYSfEM WMGAN'I pjEEo Ta Pao~ ~ oa I`~Erf. T"RA-NN C/vs C?"' G` I O J r~ I~WVO+GY R6~ITVJ (1'l.oQLG Tr., SCk I.nc,,.v,~y lie.a.. IJ6a,~ aoe .000~c>.0~ 1, TNE UFIDHi9GNED, AM IN RECE1Pr OF TFIIS INSPE(710N NOfiCE AND UND9iSTAND THEAE MAY BE OTFEIi DISCRUAN('dES. SIiiFT A B C RECdV~ BY .-t c T~ iev co hr a.INSPEC7E0 BY .y~ fi9NSPECTION DATE 1 7- i9 0' o f~ CARAECT10A5 COMPLETED RBNSPECTION DA7E 2 a/zaca