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HomeMy WebLinkAbout3670 Jay StreetCITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Ll No one available for inspection: Time AM/PM Re -Inspection required: Yes ( 9 1 When corrections have been made, schedule for re -inspection online at. http:IA&ww.ci. wheatridge.co.uslinspection Date:— ,—Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Foundation Repair PERMIT - 202001795 PERMIT NO: 202001795 ISSUED: 09/11/2020 JOB ADDRESS: 3670 Jay St EXPIRES: 09/11/2021 JOB DESCRIPTION: Foundation repair on north, east and south foundation walls, 5 helical piers. *** CONTACTS *** OWNER (303)551-4163 ZOLANEK MARILYNN S SUB (303)805-8751 RODNEY MARTIN 060125 COMPLETE BASEMENT SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,477.00 FEES Total Valuation 0.00 Plan Review Fee 122.49 Use Tax 178.02 Permit Fee 188.45 ** TOTAL ** 488.96 *** 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. I* _ . City of Wheat Ridge SF Residential Foundation Repair PERMIT - 202001795 PERMIT NO: 202001795 ISSUED: 09/11/2020 JOB ADDRESS: 3670 Jay St EXPIRES: 09/11/2021 JOB DESCRIPTION: Foundation repair on north, east and south foundation walls, 5 helical piers. I, by my signature, do herattest 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Reests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days madNe granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST B8 MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Foundation Repair Date: Tuesday, September 8, 2020 12:33:55 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 3670 Jay Street, Wheat Ridge, CO 80033 Property Owner Name Zolanek, Marilynn 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" 303-551-4163 m.zolanek@gmail.com PaymentForm 3670 Jay St.odf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Complete Basement Systems 60125 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 720-507-2711 cbs.permits@completebasementsystems.net Retype Contractor cbs.permits@completebasementsystems.net Email Address DESCRIPTION OF WORK Location of Work North, East and South Foundation Walls Helical Piers. How is repair being Helical Piers done? Piers, strips, etc. # of Piers or Strips 5 Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable Enainerrina 3670 Jay St. odf Field not completed. Project Value (contract 8477 ok bf 9/9/2020 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and Yes Yes 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 Greg Knapp 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. I. ALL WORK SHALL COMPLY WITH 2018 IRC, 2018 IECCI 2020 NEC, COLORADO PLUMBING CODE ON SITE PLAN MUST BE ON SITE FOR INSPECTION r A,I;— L =-7 7V, n" ENGINEERING AND INSPECTION City of 6 W heat R;@ e COMMUNIIY DEVELOPMENT APPROVED Review for Code Compliance BRANDON F 09/09/2020 Plans Examiner Date Validkv of permit: The issunew of o permit or approval of piens specift oMm and cornputonans shale not be o permit fc, or an approval of, any rrotanon es any of the provisions of the budding code or of a(W City ordina wes. Permits presuming to give outhartty to vfobw or cancel the provaim s of the soft coda or othtr "mom of the City shaft not be valid. PLAN OF REPAIR FOR Ms. Marilynn Zolanek 3670 Jay St. Wheat Ridge, CO 80033 Job # 7239 September 6, 2020 Scott A. Zurn, PE (#28253) provide engineer letter to inspector at inspection inspection from the city building department is required prior to back fill LIC, A. voyT0�1 ��•. ��� :C0 28253 . V SIN �kQ. I. )Irv,, I^4 P- 11- '4 f M �a Wheat emim"°Ridge STRUCTURAL GENERAL CONDITIONS Contractor shall maintain comprehensive general liability, workman's compensation, automobile liability and/or other insurance as appropriate for the work performed which will provide protection form any and all construction or completed operations claims. Certificates of Insurance shall be provided to LEVEL ENGINEERING LLC and/or the Client upon request. The limits will not be less than the minimum mandatory amounts required by the State of Colorado. All construction shall be performed in accordance with all applicable codes and standards, and good construction practices. Contractor shall obtain and pay for any and all permit fees, taxes and licenses required by governing agencies to complete the work. Contractor shall be responsible for all labor, materials, equipment, tools, operations and any other item necessary for proper completion of the work. Contractor should visit site prior to bid submittal to fully understand the scope of the project and the conditions at the site. By submitting a bid for the work proposed in this PLAN OF REPAIR, the contractor is implying that they have fully reviewed all associated documents and that they have full understanding of the work to be completed. The Contractor shall conduct a full review of this PLAN OF REPAIR prior to beginning work. If during this review or at any time during the construction process the contractor notes any errors or omissions in the plan, work shall be stopped and LEVEL ENGINEERING LLC shall be contacted immediately. Recommendations and specifications contained herein are based on general assumptions of the conditions, some of which cannot be observed during typical nondestructive visual observations. If unexpected conditions are encountered during the course of work, the Contractor shall contact LEVEL ENGINEERING LLC prior to proceeding. The Client shall provide water and electric hook-ups for temporary use. (Contractor must pre- arrange with Owner.) All utility lines and easements shall be located, marked and protected from damage throughout the performance of the work. Contractor shall call for utility locations unless other arrangements are made. Any damage to utility lines caused by the Contractor shall be repaired at the Contractor's expense. Contractor shall field verify all dimensions and existing conditions prior to commencement of work. Contractor shall notify LEVEL ENGINEERING LLC upon determination of any significant variation of the information provided on the attached documentation for his/her interpretation and decision, and such decision shall be final. Information provided regarding the existing conditions are believed to be accurate, however, Contractor shall be responsible for, and shall only use, his/her own measurements to verify existing conditions. 2 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM THE REPAIR DESIGN Prepared by LEVEL Engineering, LLC makes no provisions for construction conditions that may arise during the performance of the work. Contractor shall be responsible for maintaining the stability and integrity of existing structures (bracing, shoring, benching, etc.). Contractor shall be responsible for the acts or omissions of his/her agents and subcontractors in the performance of their work. The Contractor shall be responsible for the means, methods, techniques, and sequences of construction. Existing material or property outside the scope of work that is damaged during construction shall be repaired to match their pre -construction condition at Contractor's expense. Unless noted otherwise, no substitutions or deviations from the repair plan and specifications are permitted without the express approval of LEVEL ENGINEERING LLC. Unauthorized modifications to the repair plan and specifications may deem the work unacceptable. All unacceptable work shall be promptly correct at the Contractor's expense under the direction of the LEVEL ENGINEERING LLC. Contractor shall maintain safe jobsite. The Contractor is to stack all necessary equipment and materials in a low traffic rea or in an area that will insure the safety of all individuals potentially present at this site during construction. OSHA standards shall be used as a guideline. Contractor shall keep the jobsite thoroughly clean at the end of each day. All surplus materials shall be safely stacked in a low traffic area or hauled away from the site. Contractor agrees to perform the work in a diligent manner and in full conformance with the repair plan. If a condition arises during the repair process which requires a change in the scope of work, LEVEL ENGINEERING LLC may submit addendums or modifications to the design which may add, delete or modify the scope of repair. Performance of any extra work, or payment for same, shall only be considered upon prior written authorization from Client. This document is for bid purposes only, The Contractor shall be responsible for utilizing a qualified Colorado Licensed Professional Engineer to inspect the repair work and to verify that the repair specifications described within this document are in compliance with local building codes and applicable Manufacturer standards. The proposal shall include a description of the Contractor's Warranty Terms and Conditions was well as Warranty Limitations. The proposal shall also include a description of the system as applicable. ED 3 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM CONCRETE All concrete shall conform to the most recent editions of the Building Code and ACI 318 adopted by the governing agencies in which the project is to be completed. All concrete shall have a 28 day compressive strength of 3000 psi. All concrete shall have a maximum aggregate size of and no pea -gravel shall be used without written approval of this office. Minimum concrete coverage for steel reinforcement shall be as follows: Concrete cast against and permanently exposed to earth .......................... 3" Concrete cast in forms and exposed to earth or weather No. 6 bar and larger..................................................2" No. 5 bar and smaller ................................................ 1-1/2" Concrete not exposed to weather or in contact with ground .......................1-1 /2" Non -shrink grout shall conform to ASTM C-1107 Care shall be taken to properly consolidate concrete thoroughly without causing segregation of the materials. STEEL REINFORCEMENT All reinforcement steel shall be deformed bars conforming to ASTM A-615, grade 60. Welding of steel reinforcement shall conform to AWS D-1.4. Provide chairs concrete blocks, spacer bars, ties, etc. As required to securely hold bars in place. When reinforcement must be spliced the bars should overlap at least 24', UNO. Overlapping bars shall be securely tied together with wire ties. Provide a minimum concrete cover of 3" where concrete is cast on the surface of the ground and 1-12" at all other locations, UNO. ED 4 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM STRUCTURAL STEEL AND BOLTS All steel fabrication and installation shall conform to the latest addition of the AISC Manual of Steel Construction. All welding shall be completed by a certified welder using an AWS prequalified welding method in accordance with the requirements specified by the AWS in the structural welding code. E70xx electrodes shall be used for welds. All structural steel shall conform to ASTM A-36, UNO. All wide flange beams shall conform to ASTM A-572, grade 50. All pipe columns shall conform to ASTMA-53, grade B or A-501 All tube steel shall conform to STM A-500, Grade B. Bolts and all -thread shall comply with ASTM A-325 Epoxy for epoxy bolts shall be Hilti Hit HY-150 or approved equal. Expansion bolts shall be Hilti Kwik Bolt III Expansion Anchors or approved equal. 5 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM HELICAL PIERS/SOIL ANCHORS The Helical Pier and concrete contractor shall be fully experienced in all aspects of helical pier installation. SPECIFICATION FOR HELICAL PILE FOUNDATIONS COMPRESSION APPLICATIONS 1 SCOPE 1.1 The work consists of designing, furnishing and installing helical piles and load transfer devices used to support compressive loads according to the project Plans and these specifications. 1.2 The parties and contract terms referred to in this specification are as follows: 1.2.1 The Owner is the person or entity that owns the facility or will own the facility once it is completed. The Owner may have contractual agreements with, and be represented by, other parties such as engineers, architects or contractors that perform services under the direction of the Owner. Where Owner is used in this specification, it refers to the owner or the Owner's contracted representatives separate from the Installing Contractor. 1.2.2 The Pile Designer is the individual or firm generally hired by the Installing Contractor to design the helical piles. 1.2.3 The Installing Contractor installs and tests (if necessary) the helical piles, and possibly performs other tasks associated with the project. 1.2.4 The Plans refer to the contract documents; including but not limited to the drawings and specifications for the project. 1.3 The work may include helical pile load testing. 1.4 The Owner will be responsible for obtaining any right-of-way or easement access permits necessary for the helical pile installation. 1.5 Unless otherwise noted, the Installing Contractor shall provide all labor, tools, equipment and materials necessary to accomplish the work. 1.6 The Owner will provide suitable access to the construction site forthe Installing Contractor's personnel and equipment. 1.7 Unless specifically noted otherwise in the contract documents, the Owner ED will remove and replace any structures, utilities, pavements, landscaping orother surficial improvements in the work area as necessary to facilitate the work. 1.8 The Owner will be responsible for overall construction oversight to preclude the development of unsafe conditions. 6 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM 1.9 The Owner will be responsible for a horizontal field survey of the helical pile locations prior to helical pile installation and an elevation survey to determine pile shaft cutoff height subsequent to helical pile installation. 1.10 The work does not include any post -construction monitoring of pile performance unless specifically noted otherwise in the contract documents. 2 REFERENCES 2.1 American Institute of Steel Construction (AISC) 2.1.1 AISC 360: Specification for Structural Steel Buildings 2.2 American Society for Testing and Materials (ASTM) 2.2.1 ASTM A36: Carbon Structural Steel 2.2.2 ASTM A123: Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products 2.2.3 ASTM A153: Zinc Coating (Hot -Dip) on Iron and Steel Hardware 2.2.4 ASTM A307: Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength 2.2.5 ASTM A325: Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 2.2.6 ASTM A500: Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes 2.2.7 ASTM A513: Electric -Resistance Welded Carbon and Alloy Steel Mechanical Tubing 2.2.8 ASTM A572: High -Strength Low -Alloy Columbian -Vanadium StructuralSteel 2.2.9 ASTM B633: Electrodeposited Coatings of Zinc on Iron and Steel 2.2.10 ASTM D1 143: Deep Foundations Under Static Axial Compressive Load 2.3 International Code Council Evaluation Services (ICC -ES) 2.3.1 Acceptance Criteria 358 (AC358): Acceptance Criteria for Helical Pile Systems and Devices 2.4 Society of Automotive Engineers (SAE) 2.4.1 SAE J429: Mechanical and Material Requirements for Externally Threaded Fasteners 3 DEFINITIONS 3.1 The following terms apply to helical piles used to support compressive loads: 3.1.1 Allowable Stress Design: A structural and geotechnical design methodology that states that the summation of the actual estimated loads (nominal loads) must be less than or equal to the allowable design load (required strength). ED Allowable loads are obtained by dividing a nominal resistance (strength) byan appropriate factor of safety. 3.1.2 Bearing Stratum: The soil layer (or layers) that provide the helical pile end -bearing capacity through load transfer from the helical plates. 3.1.3 Crowd: Axial compressive force applied to the helical pile shaft as needed during installation to ensure the pile advances at a rate approximately equal to the helix pitch for each revolution. 3.1.4 Design Loads: A generic and ambiguous term used to describe any load used in design. It is not specific to factored or unfactored loads or any particular design 7 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTIONSCO.COM methodology. It is a term; therefore, that should be avoided when specifying load requirements. FSI recommends using the term service load, nominal load or factored load, as described herein, where applicable. 3.1.5 Design Strength: A term used in structural design which is defined as the product of the nominal strength and the applicable resistance factor. An equivalent term typically used in geotechnical design is, also sometimes referred to as factored resistance (Load and Resistance Factor Design). 3.1.6 Extension Section: Helical pile shaft sections connected to the lead section or other extension sections to advance the helix plates to the required bearing depth. Plain extensions (without helix plates) or helical extensions (with one or more helix plates) may be used depending upon soil conditions or project requirements. 3.1.7 Factor of Safety: The ratio of the ultimate pile capacity or nominal resistance (strength) to the nominal or service load used in the design of any helical pile component or interface (Allowable Stress Design). 3.1.8 Factored Load: The product of a nominal load and an applicable load factor (Load and Resistance Factor Design). 3.1.9 Factored Resistance: The product of a nominal resistance and an applicable resistance factor (Load and Resistance and Factor Design). 3.1.10 Geotechnical Capacity: The maximum load or the load at as pecified limit state, that can be resisted through the piles interaction with the bearing soils (see also Ultimate Pile Capacity). 3.1.11 Helical Pile: Consists of a central steel shaft with one or more helix -shaped bearing plates and a load transfer device (bracket) that allows attachment to structures. Helical piles are installed into the ground by application of torque and axial compressive force ("crowd"). 3.1.12 Helix (Helical) Plate: Generally round steel plate formed into a helical spiral and welded to the central steel shaft. When rotated in the ground, the helixshape provides thrust along the pile's longitudinal axis thus aiding in pile installation. The plate transfers axial load to the soil through bearing. 3.1.13 Helix Pitch: The distance measured along the axis of the shaft between the leading and trailing edges of the helix plate. 3.1.14 Lead Section: The first helical pile shaft component installed into the soil. It consists of one or more helical plates welded to a central steel shaft. 3.1.15 Limit State: A condition beyond which a helical pile component or interface becomes unfit for service and is judged to no longer be useful for its intended function (serviceability limit state) or to be unsafe (ultimate limit state (strength)). 3.1.16 Load and Resistance Factor Design: A structural and geotechnical design methodology that states that the Factored Resistance (Design Strength) must be aya greater than or equal to the summation of the applied factored loads. wneatRtdge Load Factor: A factor that accounts for the probability of deviation of the actual emiareoMwn load from the predicted nominal load due to variability of material properties, workmanship, type of failure and uncertainty in the prediction of the load (Load and Resistance Factor Design). 3.1.18 Load Test: A process to test the ultimate pile capacity and relation of applied load to pile head settlement by application of a known load on the helical pile head and 8 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM monitoring movement over a specific time period. 3.1.19 Loads: Forces that result from the weight of all building materials, occupants and their possessions, environmental effects, differential movement, and restrained dimensional changes. Permanent loads are those loads in which variations over time are rare or of small magnitude. All other loads are variable loads (see also Nominal Loads). 3.1.20 Mechanical Strength: The maximum load or the load at a specified limit state that can be resisted by the structural elements of a helical pile. 3.1.21 Net Deflection: The total settlement at the pile head minus the theoretical elastic deformation of the pile shaft during a load test. 3.1.22 Nominal Loads: The magnitude of the loads specified, which include dead, live, soil, wind, snow, rain, flood and earthquakes (also referred to as service loads or working loads). 3.1.23 Nominal Resistance: The pile capacity at a specified ultimate limitstate (Load and Resistance Factor Design). See Ultimate Pile Capacity. 3.1.24 Nominal Strength: A term used in structural design which is defined as the structure or member capacity at a specified strength limit state. See Ultimate Pile Capacity. 3.1.25 Resistance Factor: A factor that accounts for the probability of deviation of the actual resistance (strength) from the predicted nominal resistance (strength) due to variability of material properties, workmanship, type of failure and uncertainties in the analysis (Load and Resistance Factor Design). 3.1.26 Service Loads: See "Nominal Loads" above. 3.1.27 Ultimate Pile Capacity: The helical pile capacity based on the least capacity determined from applicable ultimate limit states for mechanical and geotechnical capacity. 1.1 SCOPE OF WORK The work shall consist of the Helical Pile Contractor furnishing all labor, tools, equipment, materials and supervision to install Helical Piles according to the specifications contained herein and shown on the construction drawings. The Helical Pile Contractor shall install the helical pile which will provide a minimum load capacity of 3,500 ft -lbs. of torque unless indicated otherwise on the construction documents/plans. This work also consists of installing a supplemental steel beam to reduce spans of overs panned joists on the eastern addition to the original home. ED1.2 DEFINITIONS Some of the terms used in this specification may be unfamiliar to the reader, or may be used with a specific meaning not commonly known outside the helical pile industry. In determining the meaning of any term used herein, a definition contained in the following list shall take precedence. 9 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM A. Bearing Sfrafum -The undisturbed soil layer at any pile excavation location which provides a significant portion of the axial resistance of an installed helical pile bearing on one or more of the pile helices. B. Confracfor -The person/firm responsible for performing the helical pile work. C. Crowd -Axial compressive force applied to the head (top) of the helical pile shaft during installation as required to ensure the pile progresses into the ground with each revolution a distance approximately equal to the helixpitch. D. Exfension -A pile section without helical plates. Extension(s) are installed after the lead section. Each extension is connected with integral couplings which provide a rigid load transferring connection. Their purpose is to extend the lead section with helical plates to a load bearing stratum. E. Helix Driver - A high torque hydraulic motor used to advance (screw) a helical pile into the soil to a load bearing stratum. Depending on the capacity of the helix driver, it may be either hand held or machine operated. F. Helical Pile - A steel pile consisting of one or more helical plates which is torqued into the soil until the lead section is embedded into a load bearing stratum. They're purpose is to transfer structural loads (tension and/or compression) to a load bearing stratum. G. Helix Plafe - A round plate formed into a ramped spiral. When rotated into the soil, the helical shape provides thrust along its longitudinal axis thus aiding in pile installation. After installation, the plate transfers axial load into the soil through bearing. H. Insfallaf ion Torque -The resistance generated by a helical pile when installed into the soil. The installation resistance is a function of the strength properties of the soil the helical piles are being installed in as well as the shaft geometry of the pile shaft and helical plates. Lead Secfion - The first helical pile section installed into the soil consisting of one or more helix plates welded to the pile shaft. J. Torque Rafing -The maximum torque energy that can be applied to a helical pile during installation into the soil. 1.3 REFERENCES ED A. American Society of Testing and Materials (ASTM) a. ASTM -A29 Steel Bars, Carbon and Alloy, Hot Wrought and Cold Finished b. ASTM -A36 Structural Carbon Steel c. ASTM -A53 Welded and Seamless Steel Pipe d. ASTM -A500, Grade C, Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes e. ASTM -A307 Carbon Steel bolts and Studs f. ASTM -563 Carbon and Alloy Steel Nuts 10 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM B. American Welding Society (AWS) a. AWS DI. I Structural Welding Code -Steel C. Society of Automotive Engineers (SAE) a. SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners D. International Code Council - Evaluation Services (ICC -ES) a. Acceptance Criteria for Corrosion Protection of Steel Foundation Systems Using Polymer (EAA) Coatings (AC228) b. Acceptance Criteria for Helical Pile Systems and Devices (AC358) c. Evaluation Service Report (ESR) E. International Organization for Standardization (ISO) a. ISO 9001:2008 -Quality Management System 1.4 SUBMITTALS A. Five (5) sets of site specific shop drawings sealed by a registered professional engineer. Shop drawings to include: a. Helical pile/anchor identification number and location b. Helical pile/anchor design load c. Type and size of helical pile/anchor shaft d. Helical configuration (number and diameter of helical plates) e. Minimum effective torque required f. Connection details B. Copies of certified calibration reports for all hydraulic gages. The calibrations shall have been performed within one (1) year of the proposed starting date of the pile installation. C. Provide steel manufacturer's mill test reports, covering physical and chemical tests, for all steel piles. D. Provide strength and properties sections of pile sections and calculations by a Professional Engineer demonstrating the pile will meet or exceed the strength requirements of the design loads as shown on the construction documents. ED a. If applicable, the calculation(s) shall include the load eccentricity on the pile. The eccentricity shall be measured from the vertical face of the footing tothe center of the pile shaft. b. If the helical pile is deemed laterally unbraced per section 1808.2.5 of the International Building Code (IBC), the allowable load capacity calculation (s) of the pile shall take into consideration the unbraced length of the pile per section 1808.2.9.2 of the International Building Code (IBC). 111 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM E. Installation Records: Within 7 days after pile installation, submit 2 copies of the installation record for each pile installed. The installation record shall clearly indicate the pile identification number or mark, pile diameter, helix configuration, installation depth, installation torque, ultimate and allowable capacity of pile. b. Where helical piles are being installed on existing structures provide final lifting force/design load applied to pile, the amount of elevation recovery of each pile. 1.5 QUALITY ASSURANCE A. The Contractor performing the Work of this Section shall have been regularly engaged in pile work for a period of not less than 5 years and shall be properly equipped to execute the Work. If directed, furnish a list of projects of a similar type and magnitude executed by the Contractor. B. In lieu of the Contractor achieving 5 years of Helical Pile experience, a certificate of competency can be provided by manufacturer. The certificate should state that the Contractor has been trained and is authorized to install the underpinning pile system or the manufacturer shall provide a letter expressing the ability and intent to provide on-site supervision of the pile installation. C. Design of the helical piles/anchors shall be performed by a professional engineer licensed in the state of the project in accordance with existing building code requirements. D. The helical pile shall be recognized by the International Code Council (ICC) and the manufacturer shall hold a current ICC -ES issued ESR report showing compliance with AC358 and the current International Building Code (IBC). E. The manufacturer shall have been issued an International Organization for Standardization - (ISO) 9001:2008 - Quality Management System Certificate and be compliant. 1.6 DELIVERY, STORAGE, AND HANDLING A. Transport, store, and handle piles in a manner to prevent damage to the piles. Piles shall be stored above the ground surface by pallets, blocking or other means. 12 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM PART 2 PRODUCTS 2.1 MATERIAL A. Manufacturer: Grip-Tife Manufacfuring Company, LLC 115 W. Jefferson Sf. Winfersef, Iowa 50273 Tel: (515) 462-1313; Fax: (515) 462-3465 www.ciripfife.com See affached Grip-Tife Evaluafion Reporf for full specifications. Nofe: Equivalent systems may be substituted. System equivalence will be determined by comparing a manufacturer's current ICC -ES issued ESR report to ESR -1854. B. The helical piles/anchors shall have a central shaft that is cold formed welded and seamless carbon steel structural round tubing with a minimum yield strength of 65 ksi and meeting the dimensional and workmanship requirements of ASTM A500 as well as the following properties: 2 7/8" diameter piling/anchor: Torsional strength rating = 8,000 ft -lbs Ultimate resistance capacity = 72,000 lbs a. Shall conform to ASTM A-36 and have minimum yield strength (FY) of 50 ksi. b. Shall have a minimum thickness of 3/8". C. All other flat plate steel shall conform to ASTM A-36 unless noted otherwise on the plans. D. All coupling connection thru bolts shall be 1/4" diameter and conform to SAE J429 EDGrade 8 or equivalent. (minimum yield strength (FY) = 130 ksi and minimum tensile strength (Fu) = 150 ksi) E. All piling sections and brackets shall be coated with a polymer alloy thermoplastic powder coating, Plascoat PPA 571 ES or equal, in compliancewith ICC -ES acceptance criteria AC228 for corrosion resistance. 2.2 PERFORMANCE REQUIREMENTS 13 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM A. All helical piles shall be designed to support the design load (s) as shown on the plans. B. Except where noted on the plans, all helical pile components shall be selected to provide a minimum factor of safety against ultimate mechanical failure of two (2). C. The helical pile design shall take into account pile spacing, soil stratification and strain compatibility issues as are present for the project. See drawings for reference for the project geotechnical report. A copy of the project geotechnical report shall be provided to and reviewed by the Pile Contractor prior to bid submittal. D. Where helical piles are subjected to lateral or base shear loads as indicated on the plans, the bending moment and stress from said loads shall be determined using a lateral load analysis program such as LPILE or equal commercially available software. The required soil parameters (c, 0, y and ks) for use with LPILE or equal shall be provided in the geotechnical report(s). The allowable lateral deflection of the helical pile shall be limited to one (1 ") inch unless noted otherwise on the plans. E. The helical pile bracket shall distribute the design load(s), as indicated on the plans, to the concrete foundation such that the concrete bearing stress does not exceed those in the ACI Building Code and the stress in the steel plate/welds do not exceed AISI allowable stresses for steel members. Helical piles shall be designed by a licensed professional engineer in accordance with the current International Building Code (IBC) adopted by the local jurisdiction. PART 3 EXECUTION 3.1 PREPARATION A. Before entering the construction site to begin work, the Helical Pile Contractor shall provide proof of insurance coverage as stated in the general specification and/or the contract. B. The Helical Pile Contractor shall request markings of underground utilities by an underground utility location service. All efforts shall be made to protect any underground utilities encountered during the excavation and pile installation. Any separations or damage caused to the underground utilities shall be repaired/performed by a licensed professional. ED C. Mark all pile installation locations as shown on the plans or approved shop drawings. The Engineer of Record shall be notified if the piles are relocated more than 12" from the locations shown on the plans or approved shop drawings. Relocation of the piles will not be allowed unless approved by the Engineer of Record. D. A torque indicator shall be used during helical pile/anchor installation. The torque 14 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM indicator can be an integral part of the installation system or externally mounted in-line. E. A third party inspector shall be retained to oversee all aspects of installation of the helical piles/anchors. The items to be inspected include, but not limited to the following: a. Verify the type of helical pile/anchor being installed is as specified on the shop drawings. b. Verify final embedment depth of helical pile/anchor. c. Verify final installation torque readings as specified on the shop drawings. 3.2 INSTALLATION A. Insfallaf ion Torque serves as empirical verification of pier ca pacify yielding an onsife load fest for each pier. Therefore, soils testing is not necessary for generating a theoretical capacity. B. The lead section shall be positioned at the location as shown on the construction drawings. Battered helical piles/anchors can be positioned perpendicular to the ground to assist in initial advancement into the soil before the required battered angle shall be established. C. The helical pile/anchor sections shall be engaged and advanced into the soil in a smooth, continuous manner at a rate of rotation of 5 to 25 RPMs. Extension sections shall be provided to obtain the required minimum overall length and installation torque as shown on the construction drawings. Connect sections together using coupling bot(s) and nut torqued to snug tight perAISC. D. Sufficient down pressure shall be applied to uniformly advance the helical pile/anchor sections approximately 3 -inches per revolution. The rate of down pressure (crowd) shall be adjusted for different soil conditions and depths. E. The minimum installation torque and minimum overall length criteria as shown on the construction drawings shall be satisfied prior to terminating the helical pile/anchor installation. F. If the torsional strength rating of the pile shaft and/or installation equipment has been reached prior to achieving the minimum overall length required, the Contractor shall have the following options: a. Terminate the installation depth obtained subject to the review and ED acceptance of the Engineer of Record, or: b. Remove the existing helical pile/anchor and install a new one with fewer and/or smaller diameter helix plates. The new helix plate configuration shall be subject to review and acceptance of the Engineer of Record. If re -installing in the same location, the top -most helix of the new helical pile/anchor shall be terminated at least three feet (3'-0) beyond the terminating depth of the original helical pile/anchor. 15 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM G. If the minimum installation torque as shown on the working drawings is not achieved at the minimum overall length and there is no maximum length constraint, the Contractor shall have the following options: Install the helical pile/anchor deeper using additional extension sections, or: Remove the existing helical pile/anchor and install a new one with additional and/or larger diameter helix plates. The new helix plate configuration shall be subject to review and acceptance of the Engineer of Record. If re -installing in the same location, the top -most helix of the new helical pile/anchor shall be terminated at least three feet (3'-0) beyond the terminating depth of the original helical pile/anchor. c. De -rate the load capacity of the helix pile/anchor and install additional helical piles/anchors. The de -rated capacity and additional helical piles/anchors location shall be subject to the review and acceptance of the Engineer of Record. H. If the helical pile/anchor is refused or deflected by a subsurface obstruction,the installation shall be terminated and the pile/anchor removed. The obstruction shall be removed, if feasible, and the helical pile/anchor re -installed. If the obstruction can't be removed, the helical pile/anchor shall be installed at an adjacent location, subject to the review and acceptance of the Engineer of Record. I. The Contractor shall conduct his construction operations in a manner to insure the safety of persons and property in the vicinity of the work. The Contractor's personnel shall comply with safety procedures in accordance with OSHA standards and any established project safety plan. J. The portion of the construction site occupied by the Helical Pile Contractor, his equipment and his material stockpiles shall be kept reasonably clean and orderly. ED 3.3 FIELD QUALITY CONTROL A. The Helical Pile Contractor shall furnish and install all helical piles per the plans and approved pile design documentation. In the event of conflict between the plans and approved pile design documentation, the contractor shall not begin construction on any affected items until such conflict has been resolved. B. Centerline of helical piles/anchors shall not be more than three inches (3") from indicated plan location unless approved by the Engineer of Record. C. Helical pile/anchor plumbness shall be within 2 degrees of the design alignment. 3.4 CLEAN UP 16 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM A. Within seven (7) days of completion of the work. The Helical Pile Contractor shall remove any and all material, equipment, tools, building materials, concrete forms, debris or other items belonging to the Contractor or used under the Contractor's direction. END OF SPECIFICATION QUALIFICATIONS OF INSTALLING CONTRACTOR AND DESIGNER 4.1 The Installing Contractor and/or Pile Designer shall submit to the Owner, a proposal including the documentation required in this Section. Work shall not begin until all the submittals have been received and approved by the Owner. All costs associated with incomplete or unacceptable submittals shall be the responsibility of the Installing Contractor. 4.2 Evidence of Installing Contractor's competence in theinstallation of helical piles shall be provided to the Owner's satisfaction and may include any or all of the following: 4.2.1 Pile manufacturer's certificate of competency for the installation of helical piles, 4.2.2 A list of at least three projects completed within the previous three years whereinthe Installing Contractor installed helical piles similar to those shown in the project Plans. Such list to include names and phone numbers of those project representatives who can verify the Installing Contractor's participation in those projects, and/or 4.2.3 A letter from the pile manufacturer or manufacturer's representative expressing ability and intent to provide on-site supervision of the pile installation. 4.3 A listing of all safety violations lodged against the Installing Contractor within the previous three years and the current status or final resolutions thereof. Descriptions of safety improvements instituted within the previous three ED years may also be submitted, at the Installing Contractor's discretion. 4.4 Evidence of Pile Designer's competence shall be provided to the Owner's satisfaction and may include any or all of the following: 4.4.1 Registration as a Professional Engineer or recognition by the localjurisdictional authority, 4.4.2 A list of at least three projects completed within the previous three years wherein the Pile Designer designed helical piles similar to those shown in the project Plans. The list shall include names and phone numbers of those project representatives who can verify the Pile Designer's participation in those projects, and/or 4.4.3 Recommendation from the pile manufacturer or manufacturer's representative. PRE -CONSTRUCTION SUBMITTALS 5.1 Within 2 weeks of receiving the contract award, the Installing Contractor and/or Pile Designer shall submit the following helical pile design documentation: 17 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM 5.1.1 Certification from the Pile Designer that the proposed piles meet the requirements of this specification. 5.1.2 Qualifications of the Installing Contractor and Pile Designer per Section8. 5.1.3 Product designations for helical lead and extension sections and all ancillary products to be supplied at each helical pile location. 5.1.4 Individual pile nominal loads, factors of safety, -RFD load and resistance factors and required ultimate torque correlated capacities, where applicable. 5.1.5 Individual pile loading requirements (if any). 5.1.6 Manufacturer's published allowable system capacities for the proposed pile assemblies, including load transfer devices. 5.1.7 Calculated mechanical and theoretical geotechnical capacities of the proposed piles. 5.1.8 Minimum pile termination torque requirements. 5.1.9 Maximum estimated installation torque and allowable installation torque rating of the proposed piles. 5.1.10 Minimum and/or maximum embedment lengths or other site specific embedment depth requirements as may be appropriate for the site soil profiles. 5.1.11 Inclination angle and location tolerance requirements. 5.1.12 Load test procedures and failure criteria, if applicable. 5.1.13 Copies of certified calibration reports for torque measuring equipment and load test measuring equipment to be used on the project. The calibrations shall have been performedwithin one year of the proposed helical pile installation starting date or as recommended by the equipment manufacturer. 5.1.14 Provide proof of insurance coverage as stated in the general specifications and/or contract. 18 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM 6 PLACEMENT REQUIREMENTS 6 Helical piles shall be installed within 3 -inches of the indicated plan location. 6.1 Helical pile shaft alignment shall be within 2 -degrees of the inclination angle shown on the Plans. 6.2 Top elevation of the helical piles shall be within 2 -inches of the design vertical elevation. 7 PILE/PIER INSTALLATION 7.1 Installing Contractor shall furnish and install all helical piles per the project Plans and approved pile design documentation. In the event of conflict between the project Plans and the approved pile design documentation, the Installing Contractor shall not begin construction on any affected items until such conflict has been resolved. 7.2 The Installing Contractor shall conduct their construction operations in a manner to insure the safety of persons and property in the vicinity of the work. The Installing Contractor's personnel shall comply with safety procedures in accordance with OSHA standards and any established project safety plan. 7.3 The Owner shall request marking of underground utilities by an underground utility location service as required by law, and the Installing Contractor shall avoid contact with all marked underground facilities. 7.4 The portion of the construction site occupied by the Installing Contractor, including equipment and material stockpiles shall be kept reasonably clean and orderly. 7.5 Installation of helical piles may be observed by representatives of the Owner for quality assurance purposes. The Installing Contactor shall give the Owner at least 24 hours' notice prior to the pile installation operations. 7.6 The helical pile installation technique shall be such that it is consistent with the geotechnical, logistical, environmental, and load carrying conditions of the project. The lead section shall be positioned at the appropriate site survey stake location as determined from the plan drawings. 7.7 The helical pile sections shall be advanced into the soil in a continuous manner at a rate of rotation less than 25 revolutions per minute (rpm). Sufficient crowd shall be applied to advance the helical pile sections at a rate approximately equal to the pitch of the helix plate per revolution. The rate of rotation and magnitude of down pressure shall be adjusted for different soil conditions and depths. Extension sections shall be provided to obtain the required minimum overall length and minimum torsional resistance as shown on the project Plans. a 19 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM TERMINATION CRITERIA 8.1 The minimum final torsional resistance and/or any required pile length and embedment depth criteria, as specified in the Pre -Construction Submittals, must be satisfied prior to terminating the pile installation. In the event an helical pile fails to meet these production quality control termination criteria, the following remedies may be suitable if authorized by the Owner: 8.1.1 If the installation fails to meet the minimum torsional resistance criterion at the minimum embedment length: 8.1.1.1 Continue the installation to greater depths until the torsional resistance criterion is met, provided that, if a maximum length constraint is applicable, continued installation does not exceed said maximum length constraint, or 8.1.1.2 Demonstrate acceptable pile performance through pile load testing, or 8.1.1.3 Replace the pile with one having a different helix plate configuration. The replacement pile must not exceed any applicable maximum embedment length criteria and either: (A) be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile and meet the minimum torsional resistance criterion; or (B) pass pile load testing criteria. 8.1.2 If the torsional resistance during installation reaches the helical pile's allowable torque rating prior to satisfaction of the minimum embedment length criterion: 8.1.2.1 Terminate the installation at the depth obtained, or 8.1.2.2 Replace the pile with one having a shaft with a higher torsional strength rating. The replacement pile must be installed to satisfy the minimum embedment length criterion. It must also be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements and it must meet the minimum final torsional resistance criterion, or 8.1.2.3 Replace the pile with one having a different helix plate configuration. The replacement pile must be installed to satisfy the 08.11d.9D minimum embedment length criterion. It must also be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements, and it must meet the minimum final torsional resistance criterion. 8.1.3 If the installation reaches a specified maximum embedment length without achieving the minimum torsional resistance criterion: 8.1.3.1 If allowed, remove and reinstall the pile at a position at least three times the diameter of the largest helix plate away from the initial location. Original embedment length and torsional resistance criteria must be met. The pile repositioning may require the 20 1 320 N. CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELINSPECTIONSCO.COM installation of additional helical piles with nominal loads adjusted for these spacing changes, or 8.1.3.2 Demonstrate acceptable pile performance through pile load testing, or 8.1.3.3 De -rate the load capacity of the helical pile based on default or site specific torque correlation factors and install additional piles as necessary. 8.1.3.4 Replace the pile with one having a different helix plate configuration. The replacement pile must be installed to satisfy the minimum and/or maximum embedment length criterion and it must meet the minimum final torsional resistance criterion. 8.1.4 If a helical pile fails to meet the acceptance criteria in a pile loadtest: 8.1.4.1 Install the pile to a greater depth and installation torque and re- test; provided that, if a maximum embedment length constraint is applicable, continued installation will not exceed said maximum length constraint, or 8.1.4.2 Replace the pile with one having more and/or larger helix plates. The replacement pile must be embedded to a length that places the last helix plate at equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements. The replacement pile must be re -tested, or, 8.1.4.3 De -rate the load capacity of the helical pile based on the results of the load test and install additional piles. Additional piles must be installed at positions that are at least three times the diameter of the largest helix plate away from any other pile locations. 8.1.5 If a helical pile fails a production quality control criterion as described in this Section or for any reason other than described in this Section, any proposed remedy must be approved by the Owner prior to initiating its implementation at the projectsite. INSTALLATION RECORD SUBMITTALS 9.1 The Installing Contractor shall provide the Owner copies of the individual helical pile installation records within 24 hours after each installation is completed. Formal copies shall be submitted within 30 days following the completion of the helical pile installation. These installation records shall include, but are not limited to, the following information: 9.1.1 Date and time of installation ani 9.1.2 Location of helical pile and pile identification number wneatRtage 9.1.3 Installed helical pile model and configuration �xenpoNwn 9.1.4 Termination depth, pile head depth, and length of installed pile 9.1.5 Actual inclination of the pile 211 320 CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM 9.1.6 Final torsional resistance 9.1.7 Calculated geotechnical capacity based on final torsional resistance 9.1.8 Comments pertaining to interruptions, obstructions, or other relevantinformation 10 FIELD COMPRESSION LOAD TESTING 10.1 If field compression load testing is required, the Installing Contractor shall furnish all labor, equipment and pre -production helical piles necessary to accomplish the testing as shown in the approved pile design documentation. Installing Contractor shall apply the specified loads for the specified durations and record the specified data, for the specified number of piles. No deviations from the test plan (s) will be allowed without explicit approval in writing from the Owner. Pile testing shall be in general accordance with the ASTM D1 143 quick test method and the following criteria: 10.1.1 Failure criteria shall be in accordance with AC358 and is when plunging occurs or when the net deflection exceeds 10% of the average helix plate diameter, whichever occurs first. 10.1.2 An alignment load equal to 5% of the anticipated failure load or maximum anticipated test load may be applied prior to the start of the test to take out slack in the load test frame. 10.1.3 Loading increments shall be performed at 5% of the anticipated failure load or maximum anticipated test load with a minimum hold time of 4 minutes at each increment. 10.1.4 Upon completion of the maximum test load hold increment, the pile shall be unloaded in 5 to 10 even increments with minimum hold times of 4 minutes at each increment. 10.2 Installing Contractor shall provide the Owner copies of raw field test data within 24 hours after the completion of each load test. Formal test reports shall be submitted within 30 days following test completion. Formal test reports shall include the following information: 10.2.1 Name of project and Installing Contractor's representative (s) present duringload testing. 10.2.2 Name of manufacturer's representative (s) present during load testing, if any. 10.2.3 Name of third party test agency and personnel present during load testing, if any. 10.2.4 Date, time, duration and type of the load test. 10.2.5 Unique test identifier and map showing the test pile location. 10.2.6 Pile model and installation information including shaft type, helix configuration, lead and extension section quantities and lengths, final pile tip depth, installation date, total test pile length and final termination torque. 10.2.7 Calibration records for applicable pile installation and test equipment. 10.2.8 Tabulated test results including cumulative pile head movement, loading increments and hold times. 10.2.9 Plots showing load versus deflection for each loading/unloading interval. ED 22 1 320 CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM LIMITATIONS This repair design does not represent a complete analysis of the entire structure; it addresses conditions covered under the structural warranty provided by the contractor. The interpretations of the distress to be repaired are based on the visual observations of the structure. No detailed study was made of the structural elements of any part of the building. Therefore, no opinion is presented or shall be implied concerning the structural integrity of those elements not subject to visual inspection. Investigation and analysis of other portions of the structure are beyond the scope of this design at this time. LEVEL Engineering, LLC will not be responsible for 1) knowledge of subsurface conditions away from the existing borings, if any, without extensive geotechnical information supplied by a competent geotechnical engineer, 2) knowledge of distresses, or differential displacements that have occurred in an area which had not been exposed for visual observation during our site visit and 3) any other elements such as joists or beams and other structural members that are not readily visible. LEVEL Engineering, LLC assumes that all information provided by the Client, Contractor, or other Consultants is correct, accurate, and may be acted upon accordingly, and shall have no liability for the validity of information provided. LEVEL Engineering, LLC shall have no liability for acts or omissions of the Contractor or any other agents performing the work on this project or for the failure of the Contractor to carry out the work in accordance with the plans and specifications if not inspect as intended. LEVEL Engineering, LLC shall not be responsible for the construction means, methods, techniques, sequence, procedures, or safety precautions related to this project and its execution that is under the control or direction of the Contractor. This PLAN OF REPAIR is to be used with the accompanying drawings. Do not rely on one or the other, all materials contained in THE PLAN OF REPAIR including but not limited to the cover letter, notes, plans, details, shall be used together to perform the proposed remedial construction. WORK DESCRIPTION For the purposes of this report, the front of the home is considered to face West. The structure of the single -story single-family home is a conventionally framed residence. The home has a unfinished crawl space with a majority of the basement accessible through an interior stair. The basement has a concrete slab placed on grade. The foundation system consists of minimally reinforced concrete basement and crawl space height walls. The work areas are the eastern third or the back addition to the original construction foundation walls. The repairs shall consist of installing Helical piers to reduce foundation movement and further reduce cracking of the walls. Lifting will be attempted as much as practical. Once complete if the owner wishes to seal cracks in the exposed foundation wall areas with epoxy injection it will be at the direction of the owner. This work also involves addition of a steel beam midspan of the addition to reduce over spanned floor joists. 23 1 320 CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADM IN[ a LEVELIN5PECTION5C ED Areas of the exterior of the foundation structure is settling. These issues are causing faulting and fracturing of the slabs, exterior and interior finishes, and unevenness of the roof and floor structures. Helical underpinning is part of this work. This area of repair is referenced in the attached drawings. (see plan). Once the piles are installed. All restoration of finishes exterior and interior flatwork shall be restored in kind and in accordance with the owner's approval. The contractor is responsible for coordinating these type of repair scopes with the contractor. The contractor is required to coordinate these expectations with the owner and include the necessary work items in their bid proposals. After lifting install supplemental beam. REPAIR RECOMMENDATIONS 1. The concrete slab and walls are to be braced as required during the repair process by the Contractor. 2. Remove decks, pavers, slabs etc. to excavate the soil required to install the new helical foundation devices, in accordance with drawings prepared by Level Engineering LLC. 3. Excavate the soil required to install the helical piers and anchors in accordance with drawings prepared by Level Engineering LLC. 4. Install 5 helical piles/piers to a depth of 25 ft. and 3500lbs/sf torque. Utilize 6 x 6 x'/4 inch angle as deemed necessary by the engineer and foundation condition. Coordinate location with engineer per Grip Lite specifications and recommendations and drawings including specifications prepared by Level Engineering LLC. 5. Install supplemental beam and footings. Utilize existing foundation for center two supports. 6. Restore all finishes exterior and interior in accordance with agreements with owner. ED 24 1 320 CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM PROPOSED COMPLIANCE OBSERVATIONS All observations shall be conducted by a qualified Colorado Licensed Professional Engineer. More than one observation may be conducted during a site visit. The contractor is to determine the number of site visits required to do the observations and include this information in the bid documents. LEVEL Engineering, LLC is willing to complete the observation under contract. 1. Pre -Construction Meeting 2. Attachment of brackets to foundation walls. 3. load tests 4. Epoxy Injection of foundation wall cracks (directed by owner) 5. Review pier logs 6. Final DE 25 1 320 CLEVELAND AVENUE, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMIN@LEVELIN5PECTION5CO.COM 24 ft 6 ft 8 ft Project Scope of work: The back addition or eastern portion of the house is setteling post xtF_ post xt 4 ft approximately 2.5 inches out of level. The helix piersnder the porch shall be placed to lift the u 811 porch to approximately level. Coordinate roof framing repair in conjunction with foundation lift. The supplemental beam and — — — — — new mono -posts are intended to add additional support for crawl 7crawl overspanned joists. � provide engineer letter to inspector at inspection zz Original Basement ctyor �VVhcat)�� COMMVNIIY UfVkLUMMENT City or APPROVED Reviewed rOr C2V CoWrianae inspection from the cityADO LIQ building department is v0 T A' L� O01 ZG: jun required prior to back Oen d fill b 28253 ' +s.,•• 02 T 1 VjO" �� ON SITE PLANS MUST RF ON SITE FOR INSPECTION Wheat Ridge BRANDON F 09/09/2020 a ,k „, , Plans Examiner Date Bultding DNison «m mmwmrc«mw « m o e�•«f«. >.. mme.«e{. om mmm m ^•« ••« ^•^ ««^ «_ ^a«N«m «« ^ oN «�mw.omm „mw w«mM a. mnmPam waw me.mm.«mwmN+.awkPn'.mu^«xwwa. After excavation and before placement of foundation devises engineer to conduct evaluation and verification of in-situ soils at the bottom of underpinning pits. Contractor to notify engineer 48 hours in advance. NOTE: LOADING CRITERIA USED FOR DESIGN 6. helix piers on the back addition shall be placed directly under columns. 1. Floor Load 40 psf LL + 15 psf DL lift addition to level position. 2. Roof Load 35 psf LL + 15 psf DL 7. All helix piers shall be placed a minimum of 25 feet or 3,500 ft -lbs torque. If bedrock is encountered 3. Wind Load 149 MPH (exp "C") (VULT) contact engineer for direction. 8. All work to be in conformance with 2018 IRC and Wheatridge BCA. 4. Snow load Ground 40 PSF 5. Presumptive soil bearing pressure is 1500 psf Ms. M. Zotanek 3670 Jay St. Wheatridge Co. 1 1 a m s m :..,_ • _= - _ . planview cover Main Floor Crawl space Clad Wheat Ridge Bolt bracket to foundation bracket assembly to be intended by MFG to resisit uplift. Exterior i I: °III =111111 I�=I IFII =11 = —II remove and replace slabs/ landscaping per owners direction 2 7/8 in dia helix pier see planview for locations Gp1 GpST A. Z r�NM a ' 282.5 d O p' exterior locations:,, (optional) sl0N ' G 6 x 6 x 1/4 angle between piers as needed. consult e r for direction after excavation Ms. M. Zolanek 3670 Jay St. Wheatridge Co. � ... G l Crossection Pier plamnent/Ext. "" "'" Main Floor Exterior 2 x6 plate pinned and glued Crawl space 1 1/4 in dia x 6 1/2 in long a 572 ,grade 60 threaded rod i, max 3in exposed thread Basement W 6 X 15 2.5 in steel adi post schedule 40 "0" dri"d in anchors L 0 A in #4 bars 3 each direction 10. two new footings placed on the north 18 in 0 and south sides of beam within 24 inches C". of north and south crawl space walls. Place one mono-post on existing foundation cj A. wall. 2825 8 in LIP C city of "Y '* Ms. M. zolanek S-3 Wheat Ridge 3670 Jay St. Wheatridge Co. eat g nBuIldingDivisoen — Crossection Pier placement, ul tvi nen 1-1nnc;O -1) '��� �a I NSR ECT i O N RECORD �tV, ,Y Y' �u` ► INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Tvue Inspections -will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project 'oundation Inspections Date Inspector Comments Initials 'ier ;oncrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections )ndergroundlSlab Inspections Date Inspector Initials Comments 1ectrical ewer Service 'lumbing--- UO NOT (:Over unaer round Or Cseipwiln-,IaD nrorK rrlor 1 o AP tough Inspections Date Inspector Initials :OW & Drainage / Public Works Dept. Vall Sheathing loodplain Inspection (if applicable) - lid -Roof inal Electrical _ ath / Wall Tie inal Mechanical ;ough Electric ` oof ;ough Plumbing/Gas Line inal Window/Doorsl� I�7IV T - ;ough Mechanical ME: All items must be completed and approved by Planning, Public Works, Fine and Building before a Certificate f Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. ;ough Framing ;ough Grading isulation _ irywall Screw / Nail 'InalInspections Date Inspector Initials Inspections from one week in adva inspections call 30 inspections call 30 contact the Fire Protection District for your protect. andscaping.& Parking / Planning Dept. :OW & Drainage / Public Works Dept. loodplain Inspection (if applicable) ire inspection / Fire Protection Dist. inal Electrical inal Plumbing inal Mechanical oof inal Window/Doorsl� I�7IV T - inal Building ME: All items must be completed and approved by Planning, Public Works, Fine and Building before a Certificate f Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. )r low voltage permits — mease De sure mai rougn mspecuons are compietea Tram me rare uisincT ana electrical low voltage the Building Division. For Inspection Time Window Requests— Please email insotimerenuestCo)ci.wheatridge.co.us by 8:00 A.M. the day of the �pection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather �. INSPECTION RECORD °upanc�'me`� INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspecti.)n INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Comments Concrete Encased Ground (CEG) Foundation / P.E. Letter Sewer Service Do Not Pour Concrete Prior To Approval Ut The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Rough Electric nn Nnt Cnvpr tlndprarnund nr Below/ln-Slab Work Prior I o Anoroval UT I ne Anove Insoectlons Rough Inspections Date Inspector n' i ajs Comments Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are compietea rrom the t- ire uistnct ana electrical iow voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge�� Residential Roofing PERMIT - 201703515 PERMIT NO: 201703515 ISSUED: 07/10/2017 JOB ADDRESS: 3670 Jay ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 17 sq. *** CONTACTS *** OWNER (303)956-1974 ZOLANEK MARILYNN S SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,171.27 FEES Total Valuation 0.00 Use Tax 171.60 Permit Fee 188.45 ** TOTAL ** 360.05 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midr.00f .inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior Lo installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. P. 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 coaes and/or manufacturer installation. instructions, whichever is more stringent. In order to pass a final :inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time -` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i ` Inspector: `,. DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703515 PERMIT NO: 201703515 ISSUED: 07/10/2017 JOB ADDRESS: 3670 Jay ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 17 sq. *** CONTACTS *** OWNER (303)956-1974 ZOLANEK MARILYNN S SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,171.27 FEES Total Valuation 0.00 Use Tax 171.60 Permit Fee 188.45 ** TOTAL ** 360.05 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes.and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703515 PERMIT NO: 201703515 ISSUED: 07/10/2017 JOB ADDRESS: 3670 Jay ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 17 sq. I, by m si Tnature, do hereby attest that the work to be performed shall comply with all accompanyin r approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tt ie 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 lam 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 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 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 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 applic 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest*ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz 201%03yIS From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 1:47 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3670 Jay St Wheat Ridge, CO 80033 Marilynn Zolanek 303-956-1974 t6oz 0 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Excel Roofing, Inc Contractor's License I_E a � Number (for the City of (aj Wheat Ridge) U Contractor Phone 3037616400 Number Contractor Email Address excel@excelroofing.com Retype Contractor Email excel@excelroofing.com Address DESCRIPTION OF WORK Are you re -decking the No/ roof? Description of Roofing Owens Corning Storm Duration Shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 17 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 17�� roofing material for this project Provide additional detail House & Garage here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 8171.27 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant James Bretz Email not displaying correctly? View it in your browser. 3 t , " r i ` os,fifif) Marilyn Zolanek workbook vvi Too cy'f I. EXCEL ROOFING -COM t blo- �o J�� Sf 45ill) S FEDERAL BLVD ENti LEWOOD CO 80110 303-761.6400 Promal/Contract Date: 6/1WO17 I ., ,' ifl; ,'j;:'L/ f f ; , ; I Proposal submitted to: MarilyiuZOlonek Address: 367a lay St Wheat Ridge, CO 80033 Phone # : (303) 956-1974 Email: 0 Job Style: gable We hereby propose to furnish materials and labor necessary for the completion of: I. Installation of the; Owens Corning Duration Storm Limited Life - Class 4 Impact rated asphalt roofsy-;tem installed per t1w nnanufacture-� reconuiiendattoi,Initlalhere: CoW: Driftwood A. Provide Workman's Comp and Liability Insurance. (Acord Ins 303-76Z 17)?) and Pinnae of ins B. ()Main building permit fn&a city or ccsuety. (cc)si not inciudcul) C. Provide Carbon !Monoxide Alarm at start of project. D. Remove all layer of existing roofing, ctiirrenfih has: 1 E. Inspect hoof decking,; S 55 per sheet to replace if needed F. Lnsure that all eaves and gables have metal (trip edge almond G. Install .New shingle underlayment(s that meet (5r excced code: Synthetic H. Ensure all IWAC vents are properly- flashed & painted Install & paint new neoprene flaahing on all plumbiRg vent pipes. 1. 111"t,)ii x.phalt sh.in,lrs it, u�ar7ufaetutt,r'a rt-c.ontmeodation; with ) Si inch ),Avani,,.rd tiaifi, o'nad, pt -i shirlt;ir. f . Attic ventilation: -xcel Roofing recominends; K. Install matching ridge shingles. L. l-inal inspection with Pr<>;ect Manager at completion of project and call tier final permit iiispection It. Workmansiup is guaranteed for live (5) years. free transfer to new ower. III Hxcal Roofing will clean iip, use nail magnet and Haul all debris at completion tit proleet_ III. f—;xcel Roofing will wash the roof at cornplen(m of project. r Additional items: Allstate Claim 0456372499. .' Code required ice/water shield inclusive of bid. y Reflashing of two chimneys inclusive of bid. Haul away/dump fees inclusive of bid. Any and all Unforeseen Code Upgrades, Supplemental items and permit fee will be billed to the insurance company, if it is an insurance claim and the policy allows. Excel Project Manager: Bob layee Entail: BobCaDexcelroofing.com £xie1H oh;)g.cani i01arilyn Zoianek workbook Phone Y-. 303-905-i100 Pa (If-, i r,i V t i Ni�cf;nt! Marilyn Zolanek workbook 41�e>'r'; r la7 JU13 u( it IV. Home and Roof Options: Cost for removal and replacement of Roof, including all labor and materials. Replace Feet of 5 inch gutter 0 Feet of D/S Color. N/A $ Cost to upgrade to a Limited Lifetime Class 4 impact rated shingle Cost for additional attic ventilation if needed; $ Cost to replace flat roof area with: Color: N/A $ Cost to add 0 inches of blown in insulation on top of the existing attic insulation. $ Cost for any additional items noted on the 1st page of the contract. $ Payment Options: *Please initial next to the payment option of choice" A: Payment wing Financing; *Payment plan options, WAC* Amount m be financed $ 8,661.55 *please note that Excel does not make any additional money on these fees & loam Dealet # 11545 ph # 866-393-0033 12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest (S721 80) i$915. fyl 1510') 04) 8,171.27 Free Initials Initials Initials 8: Payment Using Credit Card: Cost of Project if paid by credit card. This price reflects the 3% convenience fee ; 8i1.1 6.=11 Initials C: Payment by cash, check or secured funds = $ 8,171.27 mltmis plus permit fee Terms:100% Payment due upon completion of each phase of work Total Cost does not inckide City/County Permit fee. According to Colorado law if the services provided are paid through an insurarxe claim k is illegal for a Contractor to pay the homeowner's deductible in whole or part, also any deposit paid by the Homeowner must be held in trust. The homeowner may cancel this contract at any time prior to construction. If the material has been delivered or the permit has been purchased then the homeowner shah be obligated to pay the delivery and permit costs. The homeowner may also cancel this contract if they are notified that their claim Is denied In whole or part. All work to be compteted per standard industry practices according to specifications submitted. The homeowner agrees that If any additional world Is required to complete the above specifications uivoiving extra cost they will pay these additional charges. Alt agreements are contingent upon strikes, accidents, or delays beyond our control. Owner agrees to carry regular homeowners insurance. Excel Roofing win not be held liable for any structural movement, settling, cracks in drywall, damage to driveway, or any damage to siding due to the roofing or loading process. Finance charges of 1 % percent per month win be added to any unpaid balance. In the event collection action is taken to recover payment under this agreement, Excel Roofing, Inc., should be entitled to reasonable collection and attorney fees and costs incurred in such action. Excel Roofing's liability insurer is Cincinnati Insurance Company, 6200 S. Gilmore Road, Fairfield, OH 45014-5141. This proposal may be withdrawn by Excel if not accepted within _7_days. The approximate start date shall be within_60_days of acceptance of this proposal. Bob Joyce Project Manager Date: 6/10/2017 Cell Phone # 303-905-1100 303-761-6442) Fax Acceptance of Contract The above price, spedficaiJons and omcliticx s are satisfactory and are hemby accepted. Excel Roofing, Inc. is hm4w authorized to coo lite work as slxcatied and Payment will lie mock: to Vxeel Roofing, Inc., as outltned a xn e. AintedNarne a v i e X- Title lvOiC` 1U c ed c"-( y eC elr T b 3,-t f Ot t lRne�t;!-,a rn!" Marilyn Zolanel workbook 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: go Job Address: &'7( %o "- Permit Number: ? L,f 7U3f / I-) No one available for inspection: Time A, 4PM Re -Inspection required: Yes ;/ When corrections have been made, call for re -inspection at 303 -234 - Date: 7 9&& Inspector: DO NOT REMOVE THIS NOTICE i! I-) No one available for inspection: Time A, 4PM Re -Inspection required: Yes ;/ When corrections have been made, call for re -inspection at 303 -234 - Date: 7 9&& Inspector: DO NOT REMOVE THIS NOTICE 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: Job Address: jT Permit Number: 5 _S i ❑ No one available for inspection: Time ` AM/PM r .. Re -Inspection required: Yes (No 'f When corrections have been made, call for re-inspedtion at 303-234-5933 R Date: Inspector: " DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: Yes When corrections have been made, call for re-inspepf on atJ03-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE V � A � City of Wheat Ridge 4"" Residential Miseella PERMIT - 201700523 P PERMIT NO: 201700523 ISSUED: 04/18/2017 JOB ADDRESS: 3670 Jay ST EXPIRES: 04/18/2018 JOB DESCRIPTION: Replace siding on detached garage using Alside 5" white odyssey dutch -lap vinyl siding with Tyvek weather protection barrier - 7 squares; Replace 2 windows on garage; Replace 5 windows on house *** CONTACTS *** OWNER (303)956-1974 ZOLANEK MARILYNN S SUB (303)797-1777 Stephen Gross -Rhode 017618 Gross -Rhode Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,061.60 FEES Total Valuation 0.00 Use Tax 127.11 Permit Fee 172.60 ** TOTAL ** 299.71 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. Work shall comply with 2012 IRC. City of Wheat Ridge V- Residential Miscella PERMIT - 201700523 PERMIT NO: 201700523 ISSUED: JOB ADDRESS: 3670 Jay ST EXPIRES: JOB DESCRIPTION: Replace siding on detached garage using Alside 5" vinyl siding with Tyvek weather protection barrier windows on garage; Replace 5 windows on house 04/18/2017 04/18/2018 white odyssey - 7 squares; dutch -lap Replace 2 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 ermrt. 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 I . This permit was issued based on the information provided in thepermit 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 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 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. � IN i PECTION RECORD Occupancy/Type INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing I I I Do Not Cover Underaround or Below/In-Slab Work Prior To An Rough Inspections Date Inspector Initials ROW & Drainage / Public Works Dept. Wall Sheathing Fire Inspection / Fire Protection Dist. Final Electrical Mid -Roof Final Mechanical Lath / Wall Tie Final Window/Doors Rough Electric NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail City of Iheat kidue a11A/`s",,i? i is CDH h'el'l ,-e eipij?r or dF CH014a44 ! H+k i`ft_r+ R:EC;*i-EDHCi=iC11V --.70 ---------------------------------------- Final Inspections Date Inspector Initials Inspections from one week in adva inspections call 30 inspections call 30 contact the Fire Protection District for your protect. Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. - ror iow vonage permits — riease De sure tnat rougn inspections are compietea rrom me rire uistnct ana electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insi)timereauestOa ci.wheatddge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of ]�Wh6afl idge COMMUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci. wheatridge. co. us FOR OFFICE USE ONLY Date: 1 Plan/Permit # 0 1 oncl 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: 3670 JAY STREET Property Owner (please print): MARILYNN ZOLANEK Phone: 303-956-1974 Property Owner Email: m.zolanek@gmail.com Mailing Address: (if different than property address) Address: SAME AS ABOVE City, State, Zip: Arch ltect/E ngi neer: Architect/Engineer E-mail: Contractor: GROSS -RHODE EXTERIORS. INC. Phone: Contractors City License #: 017618 Phone: 303-797-1777 Contractor E-mail Address: info@gross-rhode.com Sub Contractors: Electrical: W. R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W. R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL EJ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION E] WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT Q OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) INSTALL REPLACEMENT SIDING ON DETACHED GARAGE, USING ALSIDE 5" WHITE ODYSSEY DUTCH -LAP VINYL SIDING W/TYVEK WEATHER PROTECTION BARRIER. 7 SQUARES = 700 S.F. REPLACE WINDOW OF SOUTH WALL & REAR WALL OF DETACHED GARAGE (TOTAL 2)68 1/4 x 28 SLIDER USING ALSIDE WHITE 70 SERIES 2 -LITE ROLLER REPLACEMENT WINDOWS W/CLEAR GLASS. REPLACE WINDOWS OF HOUSE: 2@NORTH WALL, 2@FRONT OF HOUSE & 1@ SOUTH WALL OF BEDROOM = 1 39 3/4 x 37 1/2 DOUBLE -HUNG, 1 52 x 53 1/2 DOUBLE -HUNG, 2 40 x 61 1/2 DOUBLE -HUNG, 1 40 x 53 1/2 DOUBLE HUNG -USING ALSIDE SHEFFIELD WHITE REPLACEMENT WINDOWS W/CLIMATECH PLUS GLASS. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 7,061.60 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. CIRCLEONE: (OWNEJ�(CONTRACTOR) qr (AUTHORIZED REP ENTATIVE) of (OWNER) (CONTRACTOR) v Electronic Signature (first and last name): STEPHEN GROSS -RHODE DATE: 1,117 ZONING COMMMENTS: Reviewer.• BUILDING DEPARTMENT COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Homeowner: Marilyn Zolanek Project Address: 3670 Jay Street Wheat Ridge, CO 80033 Contractor: Gross -Rhode Exteriors 2 @ 68 1/4 x 28 - 2 -Lite Roller - U Value 0.48 (detached garage) 1@393/4x 371/2 - Double -hung - U Value 0.28 (house) J+ 1 @ 52 x 531/2 - Double -hung - U Value 0.28 (house) 41 2 @ 40 x 611/2- Double -hung - U Value 0.28 (house) Di 1 @ 40 x 53 1/2 - Double -hung - U Value 0.28 (house) 4(12/2017 Alside Tech. Center z Tools IG Guideline Grid/Muntin FAQ Links Calculated Specs I Min./Max. I Shane Calculator I Condensation I Chemical Compatibility I Tech. Manual I Glossary of Terms I Wind Speed I Energy Star Regmtt Region Series Model Glass Package West Coast • 170I S nesnes • ' A272 • Clear Model: A272 / Serie 0 Series, (Two Lite Slider - XO/OX)_� Performance Overview Parts Installation Search U -Value Search DP/PG 1 / U -Value = R -Value Winrinw FfFirionru Energy Star Mat) Model L,=%assPack—F GlassT_hickne_ss _Description UFactor SHGC VT I CR ER IA-' Trn nc ric.�r n AQ h n G7 n %% d9 7 r. http.-Aalsidewindows.neb 1/1 Aq 4/12/2017 Alside Tech. Center ub��I -_1 S)- . Tools IG Guideline Grid/Muntin FAQ Links Calculated Specs I Min./Max I Shape Calculator I Condensation I Chemical Compatibility I Glossary of Terms I Wind Speed I Enerav Star Regmt Region Series Model Glass Package East Coast • Sheffield • ; 0501 • ° Climatech Plus Model: 0501 / Series: effield, (Double Hung_) Performance OverView Parts Installation Search U -Value Search DP/PG s 1 / U -Value = R -Value Energy Star Map Window Efficiency Model GlassPack GlassThickness Description UFactor SHGC VT CR ER -OSI imatech Plus Double Strength I on SST 0.28 0.28 0.51 59 19 0501 Climatech Plus Tnp a ng 13/16" IG, TS LO -E, Argon, SST 0.28 0.28 0.50 57 119 Stnictural Tpct RPsultc Model Width Height DP/PG Air Water Load FBC TDI Description Report No. 0501 36 72 50 0.14 9.20 +/- 75 FL11720-1112 Standard D9355.01 0501 36 60 50 0.14 9.20 +/- 75 FL11720-1112 Standard D9355.01 0501 52 76 45 0.15 9.20 +/-67.7 HP Package E0243.01 0501 44 75 40 0.14 9.20 +/- 60 FL11720-1112 Standard D9355.01 0501 52 61 35 0.14 9.20 +/- 52.6 FL11720-1112 Standard D9355.01 0501 44 60 35 0.14 9.20 +/- 52.6 FL11720-1112 Standard D9355.01 0501 44 75 30 0.21 7.52 +/-45 1 Lock, No Stile Reinforcement D9355.01 0501 52 84 25 10.14 9.20 +/- 37.6 FL11720-1112 Standard 29355.01 Acoustical Test Results Glass Package STC RITC 1 " TIG (1/8" Annealed, 5/16" Argon, 1/8" Annealed, 5/16" Argon, 1/8" Annealed) 32 27 13/16" IG (1/8" Annealed, 9/16" Argon filled, 1/8" Annealed) 28 23 1 " TIG (1/8" Annealed, 5/16" Krypton, 1/8" Annealed, 5/16" Krypton, 1/8" Annealed) 30 24 13/16" IG (1/8" Annealed, 7/16" Air space, 1/4" Laminated) 134 28 13/16" IG (1/8" Annealed, 9/16" Air space, 1/8" Annealed) 1 28 22 httpYlalsidewindows.net/ 1/1 -7 o ', INSPE CT HojLjr + t ° + # a ♦ ; * FOR OFFICE USE ONLY A Date., (-1 W W City of 00101111 0MMUNn-y DENELOPMEN'T Plan1permit # Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Review Fee., Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application 670 JAY STREET. WHEAT RIDGE. CO 80033 ������m.zolaniek@ ai�kcom Add g§� �. GROSS -RHODE EXTERIORS, INC. P�������@gross-thode. tot Plumbing, 03-797-1777 Mechanical: W2. CiLy U21a&t # Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, dock, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shod, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) REPLACE 4 WINDOWS OF REAR PORCH: 1) 47 3/4x29 1/4 slider, 2) 2023 3/4x28 3/4 -picture, 3) 73 1/4x28 3/4 -slider using Alside Sheffield white replacement windows. U -Value .29 REPLACE GARAGE SERVICE (man) DOOR using Rialiabuilt 32" STEEL DOOR. REPLACE BACK DOOR using Larson Ttadewinds Highview Door. INSTALL REPLACEMENT SIDING ON ALL WOOD WALL AREAS, INCLUDING GABLES -using ASIDE ODYSSEY DUTCH LAP WHITE VINYL SIDING with TYVEK WEATHER PROTECTION BARRIER. 12 SQ. = 1260 S.F. INSTALL REPLACEMENT SOFFIT & FASCIA -SOFFIT WHITE ALCOA PROTECH VINYLJASCIA WHITE ALUMINUM Sq. FtJL F — Btu's Gallons COIL Amps Squares Other 10660 North Flatiron Road - Littleton, Colorado 80124 April 11, 2016 City of Wheat Ridge Community Development Building & Inspection Services Division 7500 W. 29hAvenue Wheat Ridge, CO 80033 To Whom It May Concern: Enclosed please find a Building Permit Application and a check for the application fee for 3670 Jay Street. Please email the building permit to us at: info Oagross-rhodecom. If we can answer any questions in the meantime; please call us at 303-797-1777. 1 l Kim Nemchick Office Manager 04/13/2016 15:07 FAX 3037971710 Homeownex: Madlyn Zolanek Project Address: 3670 Jay Street Wheat Ridge, CO $0033 Nm 04113x2016 13.07 FAX 3037071710 411me '� " ��a�w��iuiil�IIIIII�IpUI Illllll�uio�,�� F=7011A-77, 077,ay'�, j 7-7- -fi.l 19A IF" r« [11 .; c, z , 3x .f -."'75 04/13/2016 15:07 FAX 3037971710 7tioo -)-M» 1-4-, FOR OFFICE USE ONLY City of Date., Wh6at COMMUNiTy DmLopmRENT�-q-g plan1pen'"It# Building & Inspection Services Division 7600 W. 2e Ave., Wheat Ridge, CO 80033 Ran Review FW Oft303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Pleaso complete all highlighted areas on both sides of this form. Incomplete applications may not be processed, Property Address:---,,� 6ZL2 `,y Mailing Address: (if different than property address) Address: C!Y, State, Zip: Arcit eottEn,91neer E-mail.- Phone.. Contractor. Contractors City License Phonel� Contractor E -mall, A I ddross: —Z Sub Contractors. - Electrical: Plumbing: Mechanical: W.R. City License # WA. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form �j Its $ $ $ 2123 NOV Sq. FULF Btu's Gallons Amps Squares Other C 11 ity of EVEK)PMENT �doge ## # P'aA'pe'M't# R E 1:2 Ali Address: 00*Alk QRQSS—RHODE FXTE ORS. INC. Plumbing-, s Z## Install white Trex Transcend crown railing and post system with 36" square baluster. Install. two ( ) flat top posts either side of porch entrance, reburbish existing porch columns at parch corners, attaching rail to the porch columns and the entrance posts. Rail at each side of porch to be attached to the existing house wall posts. Sq. FULF Btu's Gallons Amps Squa Other IJVQI/;4110 TUB 14-26 FAX 303 237 $929 303 Best way M � e 4 t,W31114fl Ad(jf*SV: (if dOWON than pmpedy address) Ad EM= ER RMOVIP ARRfqY9 SWO vakofion $- TO/TO 39Vd ONI ONI■8 "13OX3 ZVV9-T9L-SOS LO*60 ZTOZ/9T/90 Facsimile Building Permit Application A A( PERMIT NO JOB ADDRESS: JOB DESCRIPTION: 20120549 3670 Jay ST Reroof 1.8 sqs with Owens sqs house). ISSUED: 05/09/2012 EXPIRES: 05/09/2013 Corning Duration shingles (6 sqs garage, and 12 CONTACTS OWNER ZOLANEK MARS LYNN S SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 0474 / CONWAY HEIGHTS BLOCK/LOT#: 0 *** COMMENTS *** City of Wheat Ridge VP" Faxed Roof Permit PERMIT - 20120549 PERMIT NO: 201,20549 ISSUED: 05/09/2012 JOB ADDRESS: 3670 Jay ST EXPIRES: 05/09/2013 JOB DESCRIPTION: Reroof 18 sqs with Owens Corning Duration shingles (6 sqs garage, and 12 sqs house). b, ma , d e b, a be ' ed sh all 0 c erto rm p d p fta "a It h ' vor' a b a ' I o 0s' . C ll es pp icl 'c ran" Icid t c in this' i "' , 0 � 11' Win c " d - a d a' ru pp ca yi s b t he el. a ow e rope and am a uthorized 0 obtain l ' I 11 r f th tt s rty lega I , _ ed i n c l u d e e a p r 0 crol t- I f n rth er 0 i s t- bar I am I autilo r,z Z to I n r 11 t I �' Ork to pe I is d isclo se d I this 0" c nied and t a V be rn ed di Osed it d . 4. No work of an? manner shall be perloirned that shall results in a change o flow of` natural flo of water without prior and specific approval. 5. The permit ho der shall notify the Building and Inspection Services Division in accordance with established policy of all retired inspections and shall not proceed or conceal work without written approval of m such work fro the Building and Inspection S ervices Division, 6. The issuance or granting of a pen-nit shall not be construed to be a permit for, or an approval of, a% violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction, Approval of work is subject to field inspection, e I- f Building Official Date GE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CITY OF VNEAT RIDGE 05/09/12 10:19 AN edba James Bretz RECEIPT H0:0087227 ANGUNT BPS' Reroof 18 sus with 0 2@&32 05 Persia Fee 125.05 Use sax PAYMENT V AMOUNT S 9162 208.2 Auth Code: 88617E T OTAL 288. 05109/2012 10:19 303-761-6442 EXCEL ROOFING INC PAGE 02102 vY1Vl1ZQiQ TUr 14:26 VAX 303 237 0529 303 test way m