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Home My WebLink About2861 Chase Street Unit 101From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Foundation Repair Date: Monday, March 29, 20212:07:07 PM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes Foundation Repair? PROPERTY INFORMATION Property Address 2861 Chase Street Unit 101 Wheat Ridge, CO 80214 Property Owner Name Jared Brewer 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" 4136877480 jbrewer413@gmail.com Electronic-Payment-Form-Blda. odf CONTRACTOR INFORMATION Contractor Business Rocky Mountain Steel Piering, Inc. Name Wheat Ridge 021293 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-471-1155 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email mail@rmssco.com Address Retype Contractor mail@rmssco.com Email Address DESCRIPTION OF WORK Location of Work Basement How is repair being Monopost done? Piers, strips, etc. # of Piers or Strips 1 Upload engineer letter 2861 chase st (U101) struct consult summary letter 25.1.21 or pages on 8 1/2" x (1)�ndf 11" only Repair Plan Set on Jared Brewer 21-0031 ndf 11'x17" only - if applicable Project Value (contract $3,650 Valuation okay KM 4/22/21 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Jared Brewer Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Jared Brewer 2861 Chase Street Unit 101 Wheat Ridge, Colorado 80214 PROJECT TITLE PROJECTADDRESS PROJECT DESCRIPTION DEC PROJECT NUMBER Dear Mr. Brewer: 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation This permit is for work being performed in cellar area as noted in item 2. If the upstairs remodel work is going to be performed additional construction documents and permits will be required. Engineering Memorandum Structural Consultation t uy of W heat -d�re C�x1,wt�N1n Ul�'LLUPMEM APPROVED Rbv'&%Vmfix CON camphama kirkmoney 04/22/2021 Plans Exanr D3fe 1dIYml9W o9; ]Ib. .M,py�oreMTFs aRMMiwa vYR9Mw 2861 Chase Street �uMw4wwaaWwf4e4Aea'AK s»•,,,..,.rq.,.,�,r Unit 101 Wheat Ridge, Colorado 80214-n�,wnyb.. Gry xrsyi r.o5a Foundation/Structural Condition Assessment 2861 chasest-01 This is in follow-up to my consultation of the residence referenced above on January 14, 2021. As requested, my scope of work was limited to a review of the readily visible foundation and structural elements of the of the subject residence, in particular, where existing walls were located in the upper level and where potential issues were observed, as follows: 1. Determination of whether the existing framed walls between the laundry area and the rear office/ bedroom of the upper level provide bearing to the roof structure. 2. Remedial beam and columns installed in the cellar area to provide supplemental support to main - level floor framing. s. General condition of the exterior drainage and grading. The purpose of our assessment was as to whether portions of the walls in the upper level could be removed and to render an opinion regarding the current condition of the portions of the foundation and structural components of the house reviewed as a part of this consultation (as described above) and whether any condition exists that would be considered detrimental to the integrity or performance of the foundation or other related structural elements. The residence consists of a story-and-a-haB, wood -framed structure. The exterior finishes of the house consist of brick -masonry, wood siding and trim. The house is supported on a cellar -depth, brick -masonry foundation. The main -level floor structure consists of 2x joists which span between the exterior foundation 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 80222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 1 OF 5 `C/pnoongoam 1 �^^ , January 25, 2021 Engineering Memorandum /ding Q1v�S 2861 Chase Street (Unit 101) Structural Consultation walls and an interior center beam/column assembly Additional beams, columns and foundation elements have been installed subsequent to original construction to provide supplemental support to the main -level floor framing. It is our understanding that the remedial work was installed during the recent remodel. For the purpose of this letter, the front of the subject residence is assumed to be facing east. In general, the majority of the structural and foundation elemerrts of the house, which were observed as a part of this consult, appear to be performing their intended load-bearing function, however, various sections of the beam/column assemblies have rotated which presents a potentially unstable condition. In addition, due to the movement of sections of the beam/columns, a section of the floor joists are not adequately supported. These conditions require stabilization and repair and structural corrective action. 1. Proposed Removal of Portions of the Existing Framed Walls - Upper Level Observations: It is our understanding that portions of the framed walls in the upper level portion of the residence are to be removed to expand the rear bedroom/office area. The sections of wall extend from the center hallway toward the south wall. The roof rafters over this portion of the house consist of 2x joists spanning in the north/south direction. The walls proposed for removal extend in the same plane as the joists. Discussion: Based on a limited review of the attic area, it appears that the roof joists are supported by the north and south exterior walls and are joined with a pressure block at the ridge. The rafters are connected by the ceiling joists and collar ties which are installed just below the ridge. It does not appear that the walls proposed to be removed are intended to provide any bearing to the roof structure above. Recommendations: It appears that the sections of wall between the laundry area and the rear bedroom/ office area can be removed without any structural modification and/or enhancement. The wall finishes should be fully removed prior to removal of any framing elements. It should be confirmed that these walls do not provide bearing support prior to full removal. 2. Remedial Beams and Columns in the Cellar Area Observations: A series of LVL beams, columns and foundation pads were observed in the existing cellar/ crawlspace area. It is our understanding that this remedial framing was installed during the recent remodel to shore the floor system. The beam which extends along the center portion of the cellar consists of a heavy, large timber. This beam appears to be the support installed during the original construction. Adjustable steel columns were installed under this timber beam during the recent remedial work. This beam has experienced rotation and twisting. The tops of the adjustable columns have hinged and the top bearing plates have rotated. Due to this structural movement a portion of the main -level floor is not being adequately supported. 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 2 OF 5 �Hpb4NA `S+ &C January 25, 2021 Engineering Memorandum /arng pis 2861 Chase Street (Unit 101) Structural Consultation Discussion: Due to the rotation of the timber beam and the significant length of the threaded portion of the adjustable columns, the support for the floor along this portion of the beam has been compromised. The rotation of the beam has resulted in downward displacement of the beam. The floor joists over this portion of the beam are not in contact with the beam. This has resulted in excessive deflection of the floor joists and damage to the flooring. This condition requires remedial repair and corrective action. Recommendations: The supports for this beam should be removed and replaced. The adjustable columns should be replaced with non-adjustable 4" diameter standard steel pipe columns. A 6"Wx1/4" steel bearing plate should be welded to the top and bottom of the columns. The bottom of the column should be attached to the existing foundation pad with two (2) 3/8" diameter expansion anchors (opposite corners). The top of the column should be shimmed (installation of a solid wedge) between the bottom of the existing beam and the top plate to ensure adequate contact and bearing between the beam and the top plate of the columns. The columns should be attached to the bottom of the beam with four (4) 3/8" x4" lag bolts. The bolts should be installed through the top plate and into the bottom of the beam. All floor joists that are not in contact with the beam assemblies in the cellar should be shimmed with metal plates to ensure the beams are engaged by the joists. This condition should be field verified to determine the extent of the joists requiring shimming. 3. Drainage and Grading Observations: The grading conditions adjacent to the house foundation were noted to be fair. Many areas of flat grading were noted. Discussion: The grading conditions should be improved/corrected and maintained to promote proper flow of storm flow out and away from the foundation. Recommendations: The grading conditions along the exterior of the structure should be repaired, improved and maintained, as required, to promote proper runoff of surface flow and management of water, out and away from the foundation system. All depressed areas should be corrected and replaced with appropriate elevation and slope. The grading conditions should be re-established to provide positive drainage out and away from the foundation. Grade adjacent to foundation walls shall be initiated 6" below the top of foundation. Typically, to maintain proper drainage away from the residence, a minimum gradient of 5% (2% for concrete or asphalt surfaces) for the first 10 feet should be maintained. This is equivalent to 6 inches of fall across this 10 -foot zone. To achieve this stipulated slope away from the building, swales or subsurface drain elements may need to be installed to carry this surface flow to an appropriate discharge location or drainage basin. Maintenance of proper site drainage will reduce the amount of runoff waters percolating into the ground adjacent to the building. Existing roof drains and downspouts should be redirected into extensions which direct storm flow out and away from the foundation. No irrigation heads (including any associated piping) and/or landscaping requiring significant watering (sod, large/medium bushesttrees and/or planting beds) should be installed within 5 feet of the 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 3 OF 5 `C/pnoongoam 1 �^^ , January 25, 2021 Engineering Memorandum /drag Q1v�S 2861 Chase Street (Unit 101) Structural Consultation foundation. This 5 -foot zone should consist of decorative rock or mulch. In addition, any edging installed should contain perforations or be gapped to allow water to flow through the edging and away from the buildings. The exterior grading conditions should be improved and/or corrected according to these recommendations. Since re -grading may be challenging due to the level nature of the lot, an alternative would consist of the installation of an interceptor drain system along the perimeter of the foundation walls, along the outside edge of the rocklmulch landscaping, to collect potential water ponding along these areas. The drain should consist of a 4 -inch diameter rigid perforated pipe wrapped with a fitter fabric material. The high point of the pipe should be buried a minimum of 12 -inches below the ground surface. The pipe should be sloped at a minimum grade of 1 % daylight at least 10 -feet away from the foundation to positive outflow (daylighted). Limitations The purpose of this letter is to provide a documentation of the current structural condition of portions of the property listed and to present an opinion to the cause of the observed issues. Our scope included a review of the readily visible structural elements of the foundation and main -level floor. This review did not encompass any other portions of the structure or other portions of the property not listed nor does it include the mechanical, electrical, architectural, or other structural features of the property or any conditions beyond those described herein. It should be understood that no analysis was performed during this phase of work. The observations and recommendations provided in this report are based on visual observations made at the time of the investigation. The recommendations are preliminary in nature and do not constitute repair construction plans and/or details. The recommendations are intended to provide a general scope. Speck plans and/or details regarding the structural and/or water management systems outlined above can be provided by this office, at your request. The opinions of probable cost outlined above are based on past eperience with similar projects and are a rough order of magnitude costs. These probable costs are not formal bids/estimates and were not verified with contractors and/or material pricing. They are an opinion and do not represent actual costs for repair or corrective action. The costs associated with the above scope should be verified with a licensed contractor that specializes in this type of work. Based on the scope and the issues reviewed, the fees for the associated engineering design of the repairs would be estimated at $2,775. This would include the development of a repair plan, details and necessary documents to submission for permitting. No significant invasive testing or inspections were performed. No responsibility is taken for any conditions, which were not verifiable during our visual investigation. Conditions observed on the date of the investigation 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 4 OF 5 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation may change if noted deficiencies are not corrected.) appreciate the opportunity to be of service. If you need additional information or have any questions, please feel free to contact me at (303) 229-1234. Respectfully submitted, FOR AM ON .HALF OF DAVIS ENGIFEEMM CONSULTANTS, LLC Robert C. Davis III, P.E. Principal 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 5 OF 5 Jared Brewer 2861 Chase Street Unit 101 Wheat Ridge, Colorado 80214 PROJECT TITLE PROJECTADDRESS PROJECT DESCRIPTION DEC PROJECT NUMBER Dear Mr. Brewer: Engineering Memorandum Structural Consultation 2861 Chase Street Unit 101 Wheat Ridge, Colorado 80214 Foundation/Structural Condition Assessment 2861 chasest-01 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation This is in follow-up to my consultation of the residence referenced above on January 14, 2021. As requested, my scope of work was limited to a review of the readily visible foundation and structural elements of the of the subject residence, in particular, where existing walls were located in the upper level and where potential issues were observed, as follows: 1. Determination of whether the existing framed walls between the laundry area and the rear office/ bedroom of the upper level provide bearing to the roof structure. 2. Remedial beam and columns installed in the cellar area to provide supplemental support to main - level floor framing. s. General condition of the exterior drainage and grading. The purpose of our assessment was as to whether portions of the walls in the upper level could be removed and to render an opinion regarding the current condition of the portions of the foundation and structural components of the house reviewed as a part of this consultation (as described above) and whether any condition exists that would be considered detrimental to the integrity or performance of the foundation or other related structural elements. The residence consists of a story-and-a-haB, wood -framed structure. The exterior finishes of the house consist of brick -masonry, wood siding and trim. The house is supported on a cellar -depth, brick -masonry foundation. The main -level floor structure consists of 2x joists which span between the exterior foundation 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 80222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 1 OF 5 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation walls and an interior center beam/column assembly Additional beams, columns and foundation elements have been installed subsequent to original construction to provide supplemental support to the main -level floor framing. It is our understanding that the remedial work was installed during the recent remodel. For the purpose of this letter, the front of the subject residence is assumed to be facing east. In general, the majority of the structural and foundation elemerrts of the house, which were observed as a part of this consult, appear to be performing their intended load-bearing function, however, various sections of the beam/column assemblies have rotated which presents a potentially unstable condition. In addition, due to the movement of sections of the beam/columns, a section of the floor joists are not adequately supported. These conditions require stabilization and repair and structural corrective action. 1. Proposed Removal of Portions of the Existing Framed Walls - Upper Level Observations: It is our understanding that portions of the framed walls in the upper level portion of the residence are to be removed to expand the rear bedroom/office area. The sections of wall extend from the center hallway toward the south wall. The roof rafters over this portion of the house consist of 2x joists spanning in the north/south direction. The walls proposed for removal extend in the same plane as the joists. Discussion: Based on a limited review of the attic area, it appears that the roof joists are supported by the north and south exterior walls and are joined with a pressure block at the ridge. The rafters are connected by the ceiling joists and collar ties which are installed just below the ridge. It does not appear that the walls proposed to be removed are intended to provide any bearing to the roof structure above. Recommendations: It appears that the sections of wall between the laundry area and the rear bedroom/ office area can be removed without any structural modification and/or enhancement. The wall finishes should be fully removed prior to removal of any framing elements. It should be confirmed that these walls do not provide bearing support prior to full removal. 2. Remedial Beams and Columns in the Cellar Area Observations: A series of LVL beams, columns and foundation pads were observed in the existing cellar/ crawlspace area. It is our understanding that this remedial framing was installed during the recent remodel to shore the floor system. The beam which extends along the center portion of the cellar consists of a heavy, large timber. This beam appears to be the support installed during the original construction. Adjustable steel columns were installed under this timber beam during the recent remedial work. This beam has experienced rotation and twisting. The tops of the adjustable columns have hinged and the top bearing plates have rotated. Due to this structural movement a portion of the main -level floor is not being adequately supported. 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 2 OF 5 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation Discussion: Due to the rotation of the timber beam and the significant length of the threaded portion of the adjustable columns, the support for the floor along this portion of the beam has been compromised. The rotation of the beam has resulted in downward displacement of the beam. The floor joists over this portion of the beam are not in contact with the beam. This has resulted in excessive deflection of the floor joists and damage to the flooring. This condition requires remedial repair and corrective action. Recommendations: The supports for this beam should be removed and replaced. The adjustable columns should be replaced with non-adjustable 4" diameter standard steel pipe columns. A 6"Wx1/4" steel bearing plate should be welded to the top and bottom of the columns. The bottom of the column should be attached to the existing foundation pad with two (2) 3/8" diameter expansion anchors (opposite corners). The top of the column should be shimmed (installation of a solid wedge) between the bottom of the existing beam and the top plate to ensure adequate contact and bearing between the beam and the top plate of the columns. The columns should be attached to the bottom of the beam with four (4) 3/8" x4" lag bolts. The bolts should be installed through the top plate and into the bottom of the beam. All floor joists that are not in contact with the beam assemblies in the cellar should be shimmed with metal plates to ensure the beams are engaged by the joists. This condition should be field verified to determine the extent of the joists requiring shimming. 3. Drainage and Grading Observations: The grading conditions adjacent to the house foundation were noted to be fair. Many areas of flat grading were noted. Discussion: The grading conditions should be improved/corrected and maintained to promote proper flow of storm flow out and away from the foundation. Recommendations: The grading conditions along the exterior of the structure should be repaired, improved and maintained, as required, to promote proper runoff of surface flow and management of water, out and away from the foundation system. All depressed areas should be corrected and replaced with appropriate elevation and slope. The grading conditions should be re-established to provide positive drainage out and away from the foundation. Grade adjacent to foundation walls shall be initiated 6" below the top of foundation. Typically, to maintain proper drainage away from the residence, a minimum gradient of 5% (2% for concrete or asphalt surfaces) for the first 10 feet should be maintained. This is equivalent to 6 inches of fall across this 10 -foot zone. To achieve this stipulated slope away from the building, swales or subsurface drain elements may need to be installed to carry this surface flow to an appropriate discharge location or drainage basin. Maintenance of proper site drainage will reduce the amount of runoff waters percolating into the ground adjacent to the building. Existing roof drains and downspouts should be redirected into extensions which direct storm flow out and away from the foundation. No irrigation heads (including any associated piping) and/or landscaping requiring significant watering (sod, large/medium bushesttrees and/or planting beds) should be installed within 5 feet of the 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 3 OF 5 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation foundation. This 5 -foot zone should consist of decorative rock or mulch. In addition, any edging installed should contain perforations or be gapped to allow water to flow through the edging and away from the buildings. The exterior grading conditions should be improved and/or corrected according to these recommendations. Since re -grading may be challenging due to the level nature of the lot, an alternative would consist of the installation of an interceptor drain system along the perimeter of the foundation walls, along the outside edge of the rocklmulch landscaping, to collect potential water ponding along these areas. The drain should consist of a 4 -inch diameter rigid perforated pipe wrapped with a fitter fabric material. The high point of the pipe should be buried a minimum of 12 -inches below the ground surface. The pipe should be sloped at a minimum grade of 1 % daylight at least 10 -feet away from the foundation to positive outflow (daylighted). Limitations The purpose of this letter is to provide a documentation of the current structural condition of portions of the property listed and to present an opinion to the cause of the observed issues. Our scope included a review of the readily visible structural elements of the foundation and main -level floor. This review did not encompass any other portions of the structure or other portions of the property not listed nor does it include the mechanical, electrical, architectural, or other structural features of the property or any conditions beyond those described herein. It should be understood that no analysis was performed during this phase of work. The observations and recommendations provided in this report are based on visual observations made at the time of the investigation. The recommendations are preliminary in nature and do not constitute repair construction plans and/or details. The recommendations are intended to provide a general scope. Speck plans and/or details regarding the structural and/or water management systems outlined above can be provided by this office, at your request. The opinions of probable cost outlined above are based on past experience with similar projects and are a rough order of magnitude costs. These probable costs are not formal bids/estimates and were not verified with contractors and/or material pricing. They are an opinion and do not represent actual costs for repair or corrective action. The costs associated with the above scope should be verified with a licensed contractor that specializes in this type of work. Based on the scope and the issues reviewed, the fees for the associated engineering design of the repairs would be estimated at $2,775. This would include the development of a repair plan, details and necessary documents to submission for permitting. No significant invasive testing or inspections were performed. No responsibility is taken for any conditions, which were not verifiable during our visual investigation. Conditions observed on the date of the investigation 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 4 OF 5 0 January 25, 2021 Engineering Memorandum 2861 Chase Street (Unit 101) Structural Consultation may change if noted deficiencies are not corrected.) appreciate the opportunity to be of service. If you need additional information or have any questions, please feel free to contact me at (303) 229-1234. Respectfully submitted, FOR AM ON .HALF OF DAVIS ENGIFEEMM CONSULTANTS, LLC Robert C. Davis III, P.E. Principal 5032 E HAMPDEN AVE, SUITE 145 1 DENVER, CO 30222 1 (303) 229-1234 1 DAVISENGCONSULTANTS.COM PAGE 5 OF 5 9961 Titan Park Circle, Littleton, CO 80125 303-471-1155.303-471-7369 (fax) • www.rmssco.com CONTRACTOR AGREEMENT This agreement and any attachments (together, the "Agreement") is by and between: Rocky Mountain Steel Piering, Inc. Dba Rocky Mountain Steel Piering & Structural Services (the "Contractor") With its principal place of business at 9961 Titan Park Circle, Littleton, CO 80125 and Jared Brewer (the "Owner") With its principal place of business at 2861 Chase Street Unit 101 Wheat Ridge, CO 80214 work to be performed at 2861 Chase Street Unit 101 Wheat Ridge, CO 80214 The Contractor and Owner set forth the terms and conditions governing work to be performed. The date of this Agreement is 2/24/2021 SCOPE OF AGREEMENT Contractor shall furnish all materials and perform all work as stated in the scope of work below (Work Performed) as it pertains to bid # 21-0031 1. One mobilization to site as included in base bid amount. 2. Install temporary shoring near existing monopost locations. 3. Remove existing monoposts and attempt to replumb existing wood beam. 4. Install new non-adjustable steel columns as specified in Davis Engineering Memorandum dated January 25, 2021. 5. Secure new columns to existing beam and existing foundation pad. 6. Remove temporary shoring and take existing monoposts for off-site disposal. All items currently in work area will need to be removed prior to arrival RMSSCO Contractor Agreement 2/24/2021 Page Initials Initials CONTRACT PRICE Owner shall pay the Contractor for material and labor in the amount of $ 3,650.00 subject to additions and deductions pursuant to authorized change orders. Terms of payment: Due upon completion by following methods Cash, Check, Cashier's Check Mastercard, Visa or Discover - A 4% administration fee will be applied to all credit transactions. Delinquent accounts will be subject to a finance charge of 1 1/2% per month. Owner to pay all cost of collection and attorney fees. Any alteration or deviation from the above specifications, including but not limited to any such alteration or deviation involving additional material and/or labor costs, will be executed only upon a written agreement between Owner and Contractor. If payments are not made when due, Contractor may suspend work until such time as all payments due have been made. GENERAL PROVISIONS AND OR EXCLUSIONS The following general provisions apply. 1. All work shall be completed in workman -like manner and in compliance with all building codes in the location of the property and other applicable laws. 2. All inspections by 3etl party Engineers in order to observe any portion of project, cost of design engineering, and any associated design engineering costs are excluded. 3. Cosmetic repairs to be excluded unless otherwise stated above. 4. To the extent required by law, all work shall be performed by individuals licensed and authorized to perform said work. 5. Contractor agrees to remove all debris and leave the premises in clean condition. 6. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty, general unavailability of materials, extreme weather conditions. INSURANCE The Contractor represents that it maintains all statutory limits for insurance and agrees to keep in force for the duration of this Agreement. RMSSCO Contractor Agreement 2/24/2021 Page Initials Initials ADDITIONAL TERMS Add for additional mobilizations, if required, caused by owner delay, $650.00 each scheduling conflicts or other trade conflicts beyond our control. ASSIGNMENT This Agreement shall be binding upon and shall insure to the benefit of the parties hereto and their respective successors and assigns. Signed for and on behalf of: (OWNER) By: Authorized Signature/Date Name Address City, State, ZIP Phone/Fax/E-mail RMSSCO Contractor Agreement 2/24/2021 Rocky Mountain Steel Piering, Inc. By: Lw&49! Authorized Signature/Date 9961 Titan Park Circle Littleton, CO 80125 303.471.1155 / Fax: 303.471.7369 mail@rmssco.com S::L' BBB T- Member Denver/Boulder. Area Page Initials Initials 3 City of Wheat Ridge Residential Foundation Repair PERMIT - 202100610 PERMIT NO: 202100610 ISSUED: 04/26/2021 JOB ADDRESS: 2861 Chase St Unit 101 EXPIRES: 04/26/2022 JOB DESCRIPTION: Foundation repair in the basement, 1 Monopost *** CONTACTS *** OWNER (413) 687-7480 2861 CHASE, LLC SUB (303)471-1155 Jared 021293 ROCKY MTN . STEEL PIERING, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31650.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 76.65 Permit Fee 109.20 ** TOTAL ** 256.83 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202100610 202100610 ISSUED: 2861 Chase St Unit 101 EXPIRES: Foundation repair in the basement, l Monopost 04/26/2021 04/26/2022 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 pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/26/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i PITYDF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ) <9 Job Address: Permit Number:�!�vZ ❑ No one available for inspection: Tilx f S, M Re -Inspection required: Yes, No When corrections have been made, s module for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _192 - Job Address: Permit Number:,'3� LlNo one available for inspection:,Ti ne � � v �M Re -Inspection required: Yes, `,f ,N When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:r of . � Inspector: Or,- DO r - DO NOT REMOVE THIS NOTICE i CITY OF WH1i:AT RIDGE ; Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE P?__1 M 9-7:5 Inspection Type: 727 Job Address:ra� Permit Number: ❑ No one available for inspection: Tim ' M/ Re -Inspection required: Ye- No When corrections have been made, s edule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date:I '?-- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: p4fA L 1 j v ) Permit Number: ❑ No one available for inspection: Time fr Re -Inspection required: Yes`- No / When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfiInspection Date: i k Inspector: �------ DO NOT REMOVE THIS NOTICE o s_ 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= I5 M Re -Inspection required: Yes _ No When corrections have been made, schedule for re -inspection online at: http.lAvww. ci. wheatridge.co. uslinspection Date:—! ' C., . dt))_ U Inspector: DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 16�3 V� Inspection Tyre . t . Job Address: Permit Number: ❑ No one available for inspection: Time�02 �A1VI M Re -Inspection required: Yes , o When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. ushnspection Date:/' l� Inspector: �"- DO NOT REMOVE THIS NOTICE A41 Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ,(6 2Ar- k - Job Address: _-)-1 U 1 , S� 0 � Permit Number: D U l ct , u 711❑ No one available for inspection: Time ClAM/PM Re -Inspection required: ftes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usAnspection Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201902460 PERMIT NO: 201902460 ISSUED: 12/13/2019 JOB ADDRESS: 2861 Chase St Unit 101 EXPIRES: 12/12/2020 JOB DESCRIPTION: Residential foundation repair, 800 square feet installing concrete barrier around perimeter. REVISION: New beam in front of house, new side door on existing opening, new siding on house, 300 square feet, 100 square feet of tile in bathroom, fur out wall, 2X4 on new 5 inch slab. Added valuation: 85000 *** CONTACTS *** OWNER (303)345-7668 2861 CHASE LLC GC (720)660-3604 BRENT PETTERSON 190350 BRENT PETTERSEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,000.00 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 441.00 Permit Fee 378.65 Investigative Fees 0.00 ** TOTAL ** 1,065.77 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201902460 PERMIT NO: 201902460 ISSUED: 12/13/2019 JOB ADDRESS: 2861 Chase St Unit 101 EXPIRES: 12/12/2020 JOB DESCRIPTION: Residential foundation repair, 800 square feet installing concrete barrier around perimeter. REVISION: New beam in front of house, new side door on existing opening, new siding on house, 300 square feet, 100 square feet of tile in bathroom, fur out wall, 2X4 on new 5 inch slab. Added valuation: $5000 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 withinthis document as parties to the work to be performed and that a1113yPrk to b er o d is disclosed in this document and/or' s' accompanying approved plans and specifications. Signature of OWNS or kONIRATOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees 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 6 T 1 1Jssuance or gr ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any 44p abl code o y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' Wheat _ge 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: permitsla_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: h` Property Owner (please print): Property Owner Email: C1 Esc �� NF1 Mailing Address: (if different than property ad( G , Address: / ( b-1)L{`t i I City, State, Zip: f 'jeSh ori t- .4-26 Phone: j�y � 5-- c1 cS 3 <.�R Submitting Company* Contact Person: (J 6dc, ' t Joh Phone: VC t 3 g (ov, Contractor 5ref_t_ fi-e fso-q Contractors City License #: l 6103 5- 0 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). Description of revised/amended work: / V �W biec,,k VA �turt(- (- Prk-,� 1C/�w i z Sq. Ft/LF Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ��Cl, (- �J� �L SIGNATURE: DATE: 21 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COJriMtNTS: Revieweris ' � I PUBLIC WORKS COMMENTS. Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $� Corrado Structural Consultants. 2186 S. Holly St. Suite 102, Denver CO 80222 Cell: (720) 939-3405 E-mail: adjebli@wmconnect.com Ref: The Residence 2861 Chase St # 101 Wheatridge 80124 To: Whom it may concern The Colorado Structural Consultants engineer has reviewed the building above on December 16"', 2019 to check on some headers. The following should be the header sizes: • The 12'-0" window header should be (2) 1 %" x 7 '/4" LVL supported by a 2x4 post and 2x4 king stud on each side •F____Th� � + - �-------Y ins n» I, lr1 11a\7P a 11�7(�v4 T oto 1 i,P7m fl, L. ;i� 4 4 • The side door header should have a 2- 3 %2" x 3 '/2" x '/4" L steel or (2) 1 %"x7/4" LVL If there are any questions regarding the above-mentioned report, please feel free to contact us at your convenience. Ahcene Djebli, PhD (u), P.E AHC NE 2019.12.25 DJ E B L I 11:33:33 -07'00' 12116/2019 20/fO2' & 0 /-Z /Zy//q city0f wheat Ridge Building Division Colorado Structural Consultants. 2186 S. Holly St. Suite 102, Denver CO 80222 Cell: (720) 939-3405 E-mail: adjebli@wmconnect.com Ref: The Residence 2861 Chase St # 101 Wheatridge 80124 To: Whom it may concern The Colorado Structural Consultants engineer has reviewed the building above on December 16t1i, 2019 to check on some headers. The following should be the header sizes: G� • The 12'-0" window header should be (2) 1 3/4" x 71/4" LVL supported by a 2x4 post and 2x4 king stud on each side W ✓ • The side door header should have a 2- 3 %z" x 3 1/z" x 1/4" L steel or (2)l 3/4" x 71/4" LVL If there are any questions regarding the above-mentioned report, please feel free to contact us at your convenience. CCS {� y, -0 C) m� 7 AHC t%' * igitally signed' ~WMI NE Date.� 2019.12.25 Ahcene Djebli, PhD (u), P.E. DJ E B L I 11:33:33 -07'00' 12/16/2019 Cit' of Wheat R/d9e Q�ildjng O/V/S/oh 12124111 C.A.E. ABATEMENT, LLC 19884 ELK PL DENVER, CO 80249 caeabatementngmail.com PH (720)883-5750 bb l 2� y� To whom it may concern, C.A.E Abatement, removed under 32 sf of compound in a secondary containment at 2861 Chase St Wheat Ridge, CO . Per state regulation, state permit is not required when a state certified company removes 32 sf or less of ACM in a residential dwelling. (ACM) Abatement was conducted using the proper PPE and disposed of in an ACM approved land fill. If you have further question feel free to contact me. Oswaldo E. Trevino Invoice C.A.E. ABATEMENT, LLC 19884 ELK PL Denver, CO 80249 Bill To: Ciaran O'Brian Date: 12/26/2019 Modus Rea( Estate Invoice Number: #039 Description Removal of compound in living room wall Amount $1,100.00 TotalBalance Due$1,100.00 All Clear Environmental CONSULTING All Clear Environmental Consulting 11092 Mallard Ct. Parker, Co 80134 720.982. 15 13 Josh@AllClearEC.com TO Modus Real Estate Ciaran O'Brien 2861 Chase St. Denver, Co 80214 Customer ID — FC - 1277 INVOICE DATE: DECEMBER 23, 2019 INVOICE. #1277 SALESPERSON JOB PAYMENT TERMS Josh Berard 2861 Chase St. Due on receipt DATE DESCRIPTION 12/23/2019 Post Abatement Final Visual & Air Clearance Testing w/ Onsite PCM Laboratory Analysis DUE DATE 12/23/2019 UNIT PRICE LINE TOTAL $450 $450 $450.00 \lake all checks payable to All Clear Environmental Consulting A Separate Invoice to Follow w/ Online Payment Option Thank you for your business! AllClearEnviLronmental 11092 Mallard Ct. Parker, CO 80134 1720-982-1513 Post Abatement Final Clearance ReDort 2861 Chase St. Deriver, CO 80214. Prepared for: Modus Real Estate — Attn: Ciaran O'Brien 2861 Chase St. Denver, Co 80214 Performed & Prepared by: Josh Berard All Clear Environmental Consulting 11092 Mallard Ct. Parker, CO 80134 (720) 982-1513 CDPHE Air Monitoring Specialist #23015 CDPHE Asbestos Consulting Firm #24131 Project Number: FC - 1277 Inspection Date: December 23rd, 2019 This report is for AMS work performed at the above address. Dear Ciaran, On December 23rd, 2019 Mr Josh Berard with All Clear Environmental Consulting performed post abatement final visual & air clearance at 2861 Chase St. The final clearances consist of a visual inspection for dust and debris followed by aggressive air sampling. The clearance consisted of 1 containment. This included removal of approximately 50 Sq. Ft. of plaster under trigger levels and approximately 6 Sq. Ft. of joint compound. Mr Josh Berard CDPHE AMS #23015 performed a visual inspection following OSHA guidelines and found no visible dust or debris. Upon completion of the visual inspection, air samples were taken inside of the work area. A total of 2 air samples were taken inside containment. Each of the sampling pumps were ran at 9 liters per minute. A total of 585 liters were sampled from each pump. The air samples were analyzed by Phase Contrast Microscopy (PCM) following the NIOSH 7400 method. All samples must fall below o.ol f/cc in order to pass final clearance. All Samples were below the limit amount Per Colorado Reg 8 Part B guidelines, the work area is now clear for occupancy Please note: Any suspect asbestos containing material (ACM) remaining should always be assumed to contain asbestos unless determined otherwise. All work performed MUST follow appropriate EPA, CDPHE, OSHA and local government guidelines to protect the employees, occupants and the environment. Josh Berard Air Monitoring Specialist #23015 All Clear Environmental 11092 Mallard Ct. Parker Co 801J4 (720) 982-1.513 Josh( �A1lClearEC.com AIHA PAT proficient lab #262896 Sample # Volume (L) #Fields# Fibers Fiber Density f/mm2 Detection Limit f/ee & f/mm2 Fibers/cc 2861 - Ch - O1 585 100 8 8.92 .005 ooh 2861 - Ch - 02 585 100 9 10.19 .005 .007 2861— BL — 03 0 100 2 2.55 7 f/mm2 BDL 2861 — BL — 04 0 100 1 1.27 7 f/mm2 BDL NIOSH 7400 Method Limit of Detection = 7 f/mm2 for filter area CDPHE (MARL) Maximum Allowable Asbestos Level .oi f/cc BDL = Below Detection Limit y�o& • cc'tG.4 r 40, 14,11 Colorado Depamnenty of Public Health and Environment ANN, • ASBESTOS .:.:.. CERTIFICATION*` This certifies that Josh Berard = ` _ Certification No.. 23015 - has met the requirements of 25 C.R.S. and Air Qualin_� Control ` A_ c Commission Rmulation leo. 8. Part B. and is hereby certified by the = state of Colorado in the following; discipline: Air Monitoring Specialist* Issued: May 22, 2019 Expires: May 22, 2020 _-•�'-�, sem• ` Tkiv erilifende n vnlid vnir »ilk fire jwSfOWON ofa p i .urn•nt Divition-apprioved truming eoum eelwfcP d-ln /d above. --D RePMSeMiKW.oru 4 ~i •i�. ��4`�vy,h, .y. � ♦p ,y . may. �j G Colorado Department of Public Health and Environment ASBESTOS CONSULTING FIRM This certifies that All Clear Environmental Consulting Registration No.: ACF - 24131 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality Control CormnKsign Regulation No. 8, Part B. and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8. Part B, in the state of Colorado. Issued: December 17, 2018 I-xpirvs; January 02. 2020 f 77 AW -Ad APCO nw-wdslAo 1775 West 55" Avenue Denver, CO 80221 303.41.0.4441 trainingchc.com Certifies that Josh Berard Has Successfully Completed the 8 Hour Extension Course titled: NIOSH S82e (Sampling & Evaluating Airbome Asbestos Dust) * This course fulfills the mandatory anolysist training requirements specified in OSHA 'S,Asbestos Regulation for Const ruction & General Industries (29 CFR 132& 1101 & 19 10. 10011. .coarse [)are septernbe, 15, 2017 CetWicateNo.. Ei7-1636-NI-CC No of Hours: 9 Instructor: Brendan Hains worth Danaya Benedeno-Traovng Pfograrn Manager I 19-1 k rN 13T> JAzv I S;,—%qRne -05)e+F-D -F!!> ff LA L Im 93% NO AvIl ora Wheat R, -.,-e ISUIlding DMslon 0 t M } ,---V I 3- � I t ti 93' Gti3�l cjw what Rtd9'� ggl\dlll4 City of Wheat Ridge Residential Foundation Repair PERMIT - 201902460 PERMIT NO: 201902460 ISSUED: 12/13/2019 JOB ADDRESS: 2861 Chase St Unit 101 EXPIRES: 12/12/2020 JOB DESCRIPTION: Residential foundation repair, 800 square feet installing concrete barrier around perimeter. *** CONTACTS *** OWNER (303)345-7668 2861 CHASE LLC GC (720)660-3604 BRENT PETTERSON 190350 BRENT PETTERSEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,000.00 FEES Total Valuation 0.00 Plan Review Fee 194.61 Use Tax 336.00 Permit Fee 299.40 ** TOTAL ** 830.01 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 thispermit. I further attest t t I am le ally authorized to include all entities named within this document as partes to the work to be performedand tk�fiall wo o be�rmed is disclosed in this document and/or its' accotr�panying approved plans and specifications. Wg-natu`re of OWNER—or CONTRACTOR (Cir one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordina e or regulation of this jurisdiction. Approval of work is subject to field inspection. 12 Signature of .ui di, g Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat dge f MUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits c(Dci.wheatridge.co.us I FOR OFFICE USE ONLY Date: IlIgIll i Plan/Permit # 4 0 / �16,!� z-16 6 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: a S& s z S he Property Owner (please print): ) � to ) c 1..,-� ,z_ L L C Phone: ,>�, � > r ,, T�. c. L' Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 7 `� iA 4 Y f 4 Au,_ D Z-- �) , , <" I'L 15-11 2 < City, State, Zip: Arch itect/EngMeer: 1417,40" C^ 5 Architect/Engineer E-mail: Phone: 7 - - �,( � Contractor Name: . t o City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): r J S r��7Y Phone: CONTACT EMAIL(p/ease print): 15;k r- �r 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. ❑COMMERCIALRESIDENTIAL 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. Sq. FULF BTUs .5 d Z- A-1, i'i 1, 0 I.? c 'z� c. c I C � . r',—'-ei L. (>r_r!�A-r CIu„. l G/-<.f,--f:..rte Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Projekt Value: (Contract value or the cost of all materials and labor included in the entire project) $ � � C' c> C> vU OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTiRACTOR) Signature (first and last name): T�lC ( j�' ' DATE: IN 2 ` �( Printed Name: DEPARTMENT USE ONLY 3 ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:_ CONSTRUCTION TYPE: Vr?. Reviewer: BUILDING DEP ENT COMM NTS: Reviewer: 16�� h, X--. 1zlz(11i PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: L' b I OQb Randy Slusser From: Randy Slusser Sent: Friday, November 22, 2019 9:03 AM To: 'Brad Simbric' Subject: RE: 2861 Chase #101 Attachments: SKM_C65819112209000.pdf Hi Brad, I am reviewing the engineering report and drawings and believe that a sheet is missing. I have drawing numbers SD -1, SD -2, and SD -3, but not the plan that shows the location of these items. Sheet SD -2 refers to a plan and schedule.(See attached). Please very with Anchor Engineering that another sheet is needed. Sincerely, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatrid eg co.us � V1lhe•X-�t ] icj �c, CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Brad Simbric <bsimbric@gmail.com> Sent: Tuesday, November 19, 2019 5:25 PM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: Re: 2861 Chase #101 That works. Thank you! On Tue, Nov 19, 2019 at 5:24 PM Randy Slusser <rslusser ,ci.wheatrid e.co.us> wrote: Hi Brad Min size is 11x17 regular paper. Randy Slusser, CBO City of Wheat Ridge rslussergei.wheatridge.co.us Sent from Whone On Nov 19, 2019, at 5:03 PM, Brad Simbric <bsimbricga,gmail.com> wrote: Thank you! I may bring plans on reg paper correct? Mylars not needed? Thank you, On Tue, Nov 19, 2019 at 9:34 AM Randy Slusser <rslusser(a�ci.wheatrid e> wrote: Hi Brad, These types of permits get turned around very quickly, sometime the same day. You can submit without a GC if you like. You will need to bring in two sets of original drawings. Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatrid e� co.us <image001.png> CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Brad Simbric <bsimbric@gmail.com> Sent: Tuesday, November 19, 2019 9:29 AM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: 2861 Chase #101 AEI Job #190666 December 2, 2019 Attn: Brad Simbric 2861 Chase, LLC brad@modusrealestate.com Re: Structural Investigation 2861 Chase Street Wheat Ridge, CO 80214 Mr. Simbric: City of ANCHOR ',y Whcat Ild ENGINEERING i COMMUNITY DCVILO I FNI STRUCTURAL ENGINEERS APPROVED Review mpliance Ian aminer Date VANA l,t art memm fie 1"UN ce ate pe►roN or *PV1W of alms sw if eumn W4 oampuroWM AD* nat be a permR fo , or an approvof of, any w1abon Ln PV of Ow prowslarn of Me bud&v code or of a* Cllr ardtrto km P*m ttt ptlrVAWV to gow otrtltonty to v oko or fowl V0.4 W1$oft" ftftV ce t or~ ardntoe s of theCRy Half rat be v" At your request, our office performed a site observation at the above-mentioned residence on October 7, 2019. No wall or ceiling surfaces were penetrated during the course of our observation. No architectural or structural plans were available for review. The conclusions and recommendations presented in this report are based on the visual observations only, as well as our professional knowledge and experience in the engineering field and construction practices along the Front Range of Colorado. The primary purpose of our observation was to provide structural recommendations related to previous modification of the basement area. Observations The structure observed is a single story, single family residence over a full basement. The original residence appears to have been constructed over a crawlspace, and was later dug out, at an unknown time, to create the existing basement. The Jefferson County Assessor's website indicates the original year of construction to be 1896 with renovations made in 1944 and 2017. For the purpose of this report, the front elevation of the residence is assumed to face east. The scope of our observation was limited to the first floor and basement areas. The existing roof is gabled with the ridge oriented in the east -west direction. The roof appears to be clad in asphalt shingles, and the structure is assumed to be a rafter and ridge board assembly with the rafters oriented in the north -south direction. The rafters are assumed to be supported at the north and south exterior walls with intermediate support from kickers that are supported at a central interior bearing wall. The exterior bearing walls are assumed to be double wythe masonry. The first floor joists were observed to be oriented in the north - south direction with support points at the north and south foundation walls, as well as a central beam line oriented in the east -west direction. The floor joists were measured to be full sawn 2x8, and are spaced at approximately 24" on center. The central beam was measured to be approximately 12x12. The existing foundation walls were observed to be triple wythe masonry. No footings were observable, and it is assumed that the triple wythe masonry bears directly on the soil. The existing basement floor appears slab -on -ground with unknown thickness and is assumed to be unreinforced. At an unknown time, the original crawlspace was dug out to create a full basement below the home. This appears to have been achieved by constructing a retaining wall approximately 36" inboard of the original foundation wall. The retaining wall appears to be constructed of unreinforced 4" concrete masonry units (CMU). The CMU cells were observed to be filled with gravel, masonry pieces and miscellaneous construction debris. It is unknown if there is an existing footing below the retaining wall. There is a horizontal crack at approximately mid -height for extent of the retaining wall. Additionally, there is a horizontal displacement of the retaining wall of approximately 1%2" at the location of the crack in most locations. 2535 17tH STREET, DENVER, CO 80211 303-783-4797 303-830-9133 FAX :- AEI Job #190666 ANCHOR ENGINEERING STRUCTURAL ENGINEERS At an unknown time two intermediate steel beam lines, oriented in the east -west direction, were added at both the north and the south side of the existing central beam line. The steel beams are supported on adjustable steel pipe columns. The pipe columns appear to be support by the existing basement slab -on -ground. These beam lines were likely installed to improved perceived floor performance. At multiple locations along each of the three beam lines, the floor joists do not achieve full bearing. It was also noted that at multiple locations, the steel columns did not achieve full bearing below the members they are supporting. The existing opening to access the basement area has an arched masonry header. No steel lintel was observed at this location, and the existing grout and masonry at this location was observed to be deteriorated. Evaluation & Recommendations Except as noted above, the observable framing and foundation elements appears to be in satisfactory and serviceable condition. The distress in the existing CMU retaining wall is most likely caused by the surcharge from the original foundation wall exceeding the lateral force resisting capacity of the CMU retaining wall. Our office recommends that the existing CMU retaining wall be reinforced for its entire extents per appended sheets SD -1 & SD -2. Once the new reinforced concrete retaining wall is in place, the existing CMU retaining wall no longer serves a structural purpose and may be removed in its entirety if desired. The two existing beam lines and the supporting columns may be removed during the installation of the new concrete retaining wall. After the new concrete retaining wall is installed per sheets SD -1 & SD -2, the two steel beams may be re- installed with new adjustable steel columns as indicated on sheet SD -2. Shim each of the existing floor joists as required to achieve full bearing on the steel beam. All steel columns shall be adjusted as required to achieve tight bearing below the elements that they support. Slabs -on -ground are not considered to be a structural element. As such, interior columns shall not bear directly on the basement slab -on -ground. Interior columns not supported on the new cast in place concrete foundation wall shall be support per appended sheet SD -3. Our office recommends that qualified mason be contacted to assess the condition of the existing masonry and perform tuck -pointing as required. There are two options for remediations of the masonry arch at the basement access: 1. Contact a qualified mason to tuck -point the existing arch to re-establish its structural integrity. 2. Provide a new steel lintel per appended sheet SD -4. Additionally, our office has the following general recommendations related to management of site water: • All downspouts and drains should extend at least 10 feet or as far as possible beyond the extents of the building or slab perimeter with positive slope away from the structure or downspouts should be permanently attached and directed to underground drains which drain to at least 10 feet from the structure or slabs. The downspout extensions should be properly fastened to the downspouts such that the connection is water -tight. • Any drains shall be verified to be working with adequate capacity. All downspouts and ,,, drains shall be maintained to ensure continuous water flow. / CM°� Wheat Ridge 2535 1711 STREET, DENVER, CO 80211 •0 303-783-4797 0# 303-830-9133 2 of 3 ANCHOR ENGINEERING AEI Job #190666 STRUCTURAL ENGINEERS • Positive drainage should be maintained around the perimeter of the structure such that water does not pond at or near the face of the foundation wall or edge of patio slabs. A minimum slope of 4 inches in the first ten feet shall be provided around the entire house where possible. • Only landscaping requiring little or no water should be installed around the perimeter of the home. Irrigation systems should not be used adjacent to the house. These steps help to mitigate the infiltration of water into the foundation and under -slab areas that can cause damage to the foundation wall, and possible settlement or heave. These recommendations should be implemented where site conditions allow. This report should not be considered a warranty or guarantee, implied or expressed, of the home in general, the building superstructure, or the foundation system. Structures and foundation systems may be severely impacted by changes in climate, land -use, etc. The conclusions presented in this report are based on conditions noted at the time of the observation. Should questions arise, or if further information is required regarding the content of this report, please contact our office. Sincerely, Anchor Engineering, Inc. Reviewed By: Christopher P. Shurtliff, E.I.T. Project Manager Appended Documents: SD -1, SD -2, SD -3, SD -4 Stebbins Jason E. Stebbins, P.E. Project Manager This report is intended to be used in conjunction with, and shall not be used independently from, the appended documents referenced above. Cky of Wheat Ridge o'• 2535 171H STREET, DENVER, CO 80211 •A 303-783-4797 4# 303-830-913 3 of 3 I I i I I (E) STEEL BEAM & I I POSTS � I (E) TIMBER BEAM (E) 12" CMU POST NEW WT.&FOOTING, RE: 3 INDICATES EXTENT OF NEW I CONC. WALL, RE: SD -2 ( I � (E) TIMBER BEAM I INDICATES (E) UNREINFORCED 4" CMU WALL I INDICATES (E) TRIPLE 77 WYTHE MASONRY WALL REPAIR MASONRY OR PROVIDE (N) LINTEL, RE: SD -4 ANCHOR DRAWING DESCRIPTION DRAWING NUMBER: ENGINEERING, INC. FOUNDATION PLAN SD -1 Gill Structural Investigation F DRAWINGS AEE - I a 2535 17th Street Denver, CO 80211 ISSUE DATE (303) 783-4797 (303) 830-9133 FAX 2861 Chase Street REPORT�12/02/19 JOB # 190666 Wheat Ridge, CO 80214 EXISTING TRIPLE WYTHE MASONRY FOUNDATION ON GROUND STEEL COLUMN, RE: REPORT ON 1"t NON -SHRINK GROUT (2)y"0 EXPANSION BOLTS w/ 5" EMBED T.O. FTG. ELEV. MATCH EXISTING ; (2) #5 x CONT. ° q TOP & BOT. #5 VERT. @ 12"o.c. 0 w 0 #5 HORIZ. @ 18" o.c. ; w BTWN. TOP & BOT. REINF. o ° � Ie o I z LU Yz" ISOLATION JOINT, TYP. LU LL REPLACE SLAB -ON -GROUND AFTER NEW FOUNDATION IS ` INSTALLED o i to THIS SHEET IS INTENDED TO BE USED IN CONJUNCTION WITH, AND SHALL NOT BE USED INDEPENDENTLY FROM, THE REPORT FOR THIS PROPERTY DATED 10/23/19. EXISTING UN -REINFORCED CMU WALL MAY BE USED TO FORM EXTERIOR FACE OF NEW FOUNDATION WALL #5 DOWELS x l'-6']2'-6" @ 12" o.c. ROUGHEN SURFACE T.O. FTG. ELEV. -, a O. FTG. MATCH EXISTING °.� RE: PLAN n 4 ° (3) #5 LONGITUDINAL #5 @ 18"o.c. TRANSVERSE 2'-8" ANCHOR DRAWING DESCRIPTION: ENGINEERING, INC. FOUNDATION WALL 2535 17th Street Denver, CO 80211 Structural Investigation (303) 783-4797 (303) 830-9133 FAX 2861 Chase Street JOB # 190666 Wheat Ridge, CO 80214 DRAWINGNUMBER: SD -2 DRAWINGSCALE: 3 0 __ n /a H Ir� ISSUE 1 DATE REPORT 12/02/19 THIS SHEET IS INTENDED TO BE USED IN CONJUNCTION WITH, AND SHALL NOT BE USED INDEPENDENTLY FROM, THE REPORT FOR THIS PROPERTY DATED 10/23/19. I (4)Y"0 EXPANSION BOLTS w/ 5" EMBED I ' a � � T.O. FTG. a RE: PLAN \4q° . 00 a ° a n ANCHOR ENGINEERING, INC. 2535 17th Street Denver, CO 80211 (303)783-4797 (303) 830-9133 FAX JOB # 190666 BASE R DRAWING DESCRIPTION: ISOLATED SPREAD FOOTING Structural Investigation 2861 Chase Street Wheat Ridge, CO 80214 STEEL COLUMN, RE: PLAN ON 1 "± NON -SHRINK GROUT Y" ISOLATION JOINT CONC. SLAB, RE: PLAN REINF. w/ (3) #5 EA. WAY, 3" CLEAR TO BOTTOM DRAWING NUMBER: SD -3 DRAWING SCALE: 41I = IIiofl ANCHOR ENGINEERING, INC. 2535 17th Street Denver, CO 80211 (303)783-4797 (303) 830-9133 FAX JOB # 190666 THIS SHEET IS INTENDED TO BE USED IN CONJUNCTION WITH, AND SHALL NOT BE USED INDEPENDENTLY FROM, THE REPORT FOR THIS PROPERTY DATED 10/23/19. DBL. WYTHE MASONRY WALL L.Y4x4x4x CONT. STEEL ANGLE EA. SIDE OF NEW MASONRY OPENING. PROVIDE 4" MIN. BEARING @ EA. SIDE OF OPENING Y8" V 2-12 IVx8x CONT. DRAWING DESCRIPTION: MASONRY LINTEL 12" AT ENDS, TYP. EACH SIDE Structural Investigation 2861 Chase Street Wheat Ridge, CO 80214 PROCEDURE: 1. DEMO BED JOINT OF MASONRY 2. INSTALL STEEL ANGLES ON EACH SIDE OF WALL 3. DEMO MASONRY WALL BELOW LINTELS 4. INSTALL STEEL P DRAWING NUMBER: SD -4 DRAWING SCALE' 3/ = I�_QII DATE 12/02/19