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HomeMy WebLinkAbout9295 W. 38th Avenue1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Electrical Service PERMIT - 202101651 202101651 ISSUED: 9295 W 38th Ave EXPIRES: Upgrade electrical panel to 200 AMPS 07/30/2021 07/30/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/30/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge E -Res. Electrical Service PERMIT - 202101651 PERMIT NO: 202101651 ISSUED: 07/30/2021 JOB ADDRESS: 9295 W 38th Ave EXPIRES: 07/30/2022 JOB DESCRIPTION: Upgrade electrical panel to 200 AMPS *** CONTACTS *** OWNER (720)245-0429 LUE CK SCOTT SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Stephanie Eckstein Permit Email not displaying correctly? View it in your browser. Contractor's License 202108 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 833-987-1870 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email permitting@fluentsolar.com Address Retype Contractor permitting@fluentsolar.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 200 Location of work Roof Mounted PV Solar and 200A MPU (garage, house, etc) Provide additional Please expedite per inspector's request details, if needed. Project Value (contract 3000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Thursday, July 29, 20213:21:45 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 9295 W 38th Ave, Wheat Ridge, CO, 80033 Property Owner Name Cheree Lueck Property Owner Phone (303) 503-1625 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat CC FORM LUFCK Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Fluent Solar LLC Name 1* � • City of Wheat Ridge _A� Residential Solar PERMIT - 202100782 PERMIT N0: 202100782 ISSUED: 04/27/2021 JOB ADDRESS: 9295 W 38th Ave EXPIRES: 04/27/2022 JOB DESCRIPTION: PV Solar Installation 5.55kw / 15 Modules *** CONTACTS *** OWNER (720) 245-0429 LUTZE MICHAEL SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** 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. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, a licable Buildin codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ownerofthe property npd am authorized to obtain is permit d perform the work described and approved in conjunction with this �ppermit. I further attest I am le all authorized to include all entities named within this document as pa les to the work to be erformed and that all work to be performed is disclosed in this document and/or its' accompanyinga roved lans and specifications. p p pp p p Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the E ermit application and accompanying pFlans and specifications and is subject to the com liance with those documents, and all a licabe statutes, ordinances, regulations, olicies and procedures. 2. This pen -nit shall compliance 365 days after the date of issuancepregardless of activity. Requests or extension must be made in writingand received prior to the date of expiration. An extension of no mre than 180 days made -be ranted at the discretion of the Chief Building Official nd may be subject to a fee equal to one-half of the original permit fee. g g 3. If this permit expires, a new permit may be reqquired to be obtained. Issuance of a new permit shall be subject to the standard requirements, fes and procedures for a roval of an new permit. Re -issuance or extension of expired subject is at the sole discretion of the Chief Building Offieial and is notpguaranteed. Y p p p 4. No work of any manner shall be performed that shall results in a chan e of the natural flow of water without prior and specific approval. 5. The permit holder shall notify thBuilding and Inspection Services Division in accordance with established olic of all re uiredp p fY g p. p Y q inspections and shall not proceed or conceal work without written approval of such work from the Building and Ins ection Services Division. p pp g p 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, aField violation of any provision of any �5licab e code or an ordinance or regulation of this jurisdiction. Approval of work is subject to ins ection. pp Y � J pp Jp 04/27/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. *2b?J*0&Yq17 3/18/2020 Peak Structural Inc. RE: Job Number 2020-7278 Site Observation Visit (Lutze) 9295 W. 38"' Ave. Wheat Ridge, CO 80033 CIL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.diengineer.com DL Engineering Inc. reviewed the progress of construction for the subject project on March 18, 2020. The following is a summary of the observations made: New Observations: • Reviewed the push piers. There were 4 piers installed on the south wall spaced at approximately 6' o.c. and 4 installed on the west wall spaced at approximately 6' o.c. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The push piers appear to be installed in conformance with the structural mitigation plan. • Site grading around the perimeter of the house did not appear to be modified. • Vegetation around the perimeter of the house did not appear to be modified. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. 1 City of �MU V hNI 1Y 1W it�id-ge APPROVED Rev,exed for Gode Compliance Randy Slusser 5/13/2020 Plans Examiner Date www M__r` rM iilwrce a/cgm.MadpDmw'of pYna apxykoMm and wmp�bt+nru rM1VN rol M e Om^H(dr. a ai ay�vmd o/ wry nd�o�av m vnY vJ !ne wv..vw., q me eulHing cod of vq pry a0�naeer. termga pv. 9 M yM vulb+ry rc Woiob w meet fNe pru+w.. of IM /uMVy mOn a oMrr ortnanen o/Me C/ry eM1od ro!!e KxC. Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or gpalmieri@dlengineer.com. Sincerely, Giovanni Palmieri, E.I.T. Under the direct supervision of, Matt Weber, PE Matt Weber, P. E. e jci '`��� Digitally signed nee� " Weber, P.E. s0 AL DN: O=DL Engertj CN="Matt Weber, P.E. , E=mweber@dlengineer.com Reason: 1 am approving this document Location: Date: 2020-03-18 18:44:19 Foxit PhantomPDF Version: 9.1.0 -31-21 2 9100 W Jewell Ave Lakewood, CO 80232 CIL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or gpalmieri@dlengineer.com. Sincerely, Giovanni Palmieri, E.I.T. Under the direct supervision of, Matt Weber, PE Matt Weber, P. E. e jci '`��� Digitally signed nee� " Weber, P.E. s0 AL DN: O=DL Engertj CN="Matt Weber, P.E. , E=mweber@dlengineer.com Reason: 1 am approving this document Location: Date: 2020-03-18 18:44:19 Foxit PhantomPDF Version: 9.1.0 -31-21 2 "At I O CL 3 � r -r �i t�D n 3w Ln S m C7 SL A 7 N Q it rt t � a "At I O CL 3 � r -r �i t�D n 3w Ln S m s Sections Driven y P W O V L P OD V!%A w N A a p W W N N N Co 1n N IJ N N N N N N N N N N N N N N N N N N N N N N N R� N N N N r r 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection http✓/www.ci.wheatridge.co.us4nspection Date:, , J ' Inspector: M at: s } . City of Wheat Ridge Residential Foundation Repair PERMIT - 202000447 PERMIT NO: 202000447 ISSUED: 03/03/2020 JOB ADDRESS: 9295 W 38th Ave EXPIRES: 03/03/2021 JOB DESCRIPTION: Foundation Repair - Install 8 push piers from exterior of foundation *** CONTACTS *** OWNER (720)245-0429 LUTZE MICHAEL SUB (303)260-7070 PAUL SUTTON 090170 PEAK STRUCTURAL INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,719.00 FEES Total Valuation. 0.00 Plan Review Fee 225.52 Use Tax 393.10 Permit Fee 346.95 ** TOTAL ** 965.57 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attes t I am le ally authorized to include all entities named within this document as parties to the work to be performed and that a , eked is disclosed in this document and/or its�ccompanying approved plans and specifications. Signature of OWNEt'or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2.This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 o y ordinance pr�regulation of this jurisdiction. Approval of work is subject to field inspection, Signature of Chief BuildingdOfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY, City of Wheat Rge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: n Plan/Permit # aomq)q�� Plan Review Fee: ��A �' G�' Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 2.9 w - 3a*". Ave . wwftill !e . Cu $603 Property Owner (please print): M IC,YX�Le L.u�-2e Phone:-? W ZqS' O qZq Property Owner Email: M �tA%e'' Qcyytik . CO�y1 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: E Architect/Engineer E-mail: MWk*i'0 tA('. W4 Phone: Contractor Name: City of Wheat Ridge License #: ORC\- i 0 Phone:. -T19 2J.06 _16-70 Contractor E-mail Address: pp iC. A{U M (-00yA For Plan Review Questions & Comments (please print): � CONTACT NAME (please print): �� �►�JG.Y1e �/ Phone: —7 11q 19b51C CY(o CONTACT EMAIL(p/ease print): C.A L"' Cb Ty N Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL ZtRESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF we a.ce i '5 e YA-er loll` pr -\�^'e BTUs �uslq p'1 ecS t�co�rn Gallons Amps Squares For Solar: inn► # of Panels Requires structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNERA=C NTR�ACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): ►o ('Cy L` , DATE: Printed Name: ZONING COMMMEVS: Reviewer: BUILDING DEP M N COMMENTS: Reviewer: 3 3120Zo PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION:_ CONSTRUCTION TYPE: 10 Building Division Valuation: I 1� 6 IDL ENGINEERING, INC. `-'+T+�'�"�='LP l+.•. �n+u:NcElaYJa: pc7iitl-i 5'_:S�i-1 n.� lxCi53'_rx'_i:F_ !Yw't•.E[Fxt.'.:.� 2758 S WADSWIRIN BLVD WE (IM pENVER. CD 88227 720-440-9450 0.i -._..u=, mer r ay_ 2/17/2020 RE: Job# 2020-7278 9295 W. 38`h Avenue Wheat Ridge, CO 80033 As requested, a site visit and observation was performed at the property located at the address above on February 10, 2020 at approximately 11:00 a.m by Matt Weber, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single family home with a finished basement located in an established neighborhood. The house is assumed to be built in 1955 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with an exterior brick veneer. The observation was visual and limited to the exterior and the interior of the home. No observation was performed on the roof structure. In addition, there were no structural or architectural plans available for review at the time of observation. For purposes of this report we assume that the home faces south. Observations • Cracks in drywall at window and door openings. • Front entry door is no longer level in frame. • Previously repaired, re -opened, & new stepping cracks in exterior brick veneer • Separation of exterior brick veneer and concrete walkway. • Poor grading around the perimeter of the structure. Recommendations The cracks observed in the walls were likely caused by vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The solution is to drain water away from the house and prevent it from infiltrating the soil next to the foundation. The following is a list of recommended repairs that should be made to stabilize the foundation: • Install approximately (8) push piers at the south west corner of the house to mitigate vertical movement. • Monitor center load bearing wall of the house for additional settlement. Future helical piers may be required to mitigate further vertical movement. • Patch and monitor cracks in concrete foundation wall, brick veneer and drywall. If new movement is observed, contact DL Engineering Inc. for further assessment. • With any foundation movement, the only way to ensure complete stability is to fully underpin the entire foundation. This observation only addresses the areas that appear to be actively moving. city of Wheat Ridge qM OL ENGINEERING. INC. _-p?ur?Vpa:n� YMi3htE:v:u �: c�«'.�v{3siK7`1AL Ft3i4��F_aL r�t`„�EFt'M1. iG 2950 S WAO"TH BMW p-2D9 DEOB. CB 0227 �z©aAo s�5u CL+�xw�iF.;Ef. Fi-L.Lih4 General Information: Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. General Information: Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. • Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Figure 1: Crack in drywall at door opening city of 2 Wheat Ric ge Building fliviFOI'/ OMWAN-00 qW OL ENGINEERING, INC. -,TFfi—T AR"l— ?WO tS5eL ^L FGH -AC ENC.dA�EErZ'` , 2150 S, WAMWDRIH KVO -SURE 0192 01AM. CO 00227 720-44-8450 im ml,,,,,,� Figure 4: Crack in drywall at window opening Figure 5: Crack in drywall at door opening City of 4 \jVlleat Ridge Taml DL (ENGINEERING. INC. 2759 S MOSW9&1H 9LV9.SWIE M3 OW9.0999227 729-449-9459 Figure 6: Separation of brick veneer and concrete walkway Figure 7: Re -opened & new cracks in brick veneer City of Wheat Ridge 5 DL ENGINEERING. INC, 2150 S. WADSWORTH S,YD-SMIE D-218 0Ex4ER. CO $0227 720-44$-9450 Figure 8: Poor grading along side of house Figure 9: Stepping crack in exterior brick veneer City of Wheat Ridge ANNNININ TW CIL ENGINEERING, INC. 5-'M :S�lr"E� IVaKOiT `_-uOt+nr;L Fr. T := FS,s Er -x ' 2750 S. WADSWW0 IN OLVO.SWIF 0-203 OINVFB. CO 80227 720.440-0450 Figure .20: Front of house In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE Matt Weber, P Digitally signed by Matt DN: O=DL Engineering, Weber, P.E.", E=mweber@dlengineer Reason: I am approving Edocument Location: Date: 2020-02-17 17:48:53 Foxit PhantomPDF Version: 9.1.0 city �f' Wheat Rid`:',, INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES S1-3 GENERAL NOTES S1-4 GENERAL NOTES / LEGEND S2-1 FOUNDATION PLAN S2-2 BASEMENT FOUNDATION PLAN S3-1 TYP. PUSH PIER DETAIL BUILDER INFORMATION: Peak Structural Inc. 707 County Line Rd Palmer Lake, CO 80133 Aqloo0i�� dq�m General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. 4. All existing sizes, dimensions and foundation damage shall be field verifiQ4 by the contractor and owner prior to construction. Discrepancies with the construction documents shall be r s dp�er f r additional recommendations (if any). C �C' 5. Per the owner's request, the contractor shall stabilize the structure only.–no90"1l1 #di>��a'f b4& lift or , plumb the foundation wall without approval for the owner and structural engineer. APPROVED Field Verification: Reviewed or Code li ince 1. Contractor and Owner shall thoroughly inspect and survey existing s ure o veil �ialons, framing, etc. which affect the work shown on the drawings. 2. Report any variation or discrepancies to the structural engineer b p e Plans aminer ate &4—_ Design Criteria: VAllildftolgilimb The ,:tem• a of o p~ or opp mW o/ pbns soeopcomns 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge A shah not be o prrmR fb, oron appra"ofof, ony wolobon to 2. Dead loads oay of Me proWsiow al the bolding colts or of o4v City ordift es. AerMft 2.1. Roof 12psf W"W" to f(W outwdN to wtotalt or "met Me proA"% of Itft Mrrdrtg 2.2. Floor 10psf can or ~ anilli"on°nof ft cly tha nw be V" 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf DATE: JOB #: DL ENGINEERING INC. P.E. L ` DN: O=DL Engineering, CN=" 2-17-2020 2020-7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 5.2 135 mph Ultimate Wind Speed p p t� E Date: 2020-M��12:29 R REVISION DATE: PAGE OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES S1-3 GENERAL NOTES S1-4 GENERAL NOTES / LEGEND S2-1 FOUNDATION PLAN S2-2 BASEMENT FOUNDATION PLAN S3-1 TYP. PUSH PIER DETAIL BUILDER INFORMATION: Peak Structural Inc. 707 County Line Rd Palmer Lake, CO 80133 Aqloo0i�� dq�m General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. 4. All existing sizes, dimensions and foundation damage shall be field verifiQ4 by the contractor and owner prior to construction. Discrepancies with the construction documents shall be r s dp�er f r additional recommendations (if any). C �C' 5. Per the owner's request, the contractor shall stabilize the structure only.–no90"1l1 #di>��a'f b4& lift or , plumb the foundation wall without approval for the owner and structural engineer. APPROVED Field Verification: Reviewed or Code li ince 1. Contractor and Owner shall thoroughly inspect and survey existing s ure o veil �ialons, framing, etc. which affect the work shown on the drawings. 2. Report any variation or discrepancies to the structural engineer b p e Plans aminer ate &4—_ Design Criteria: VAllildftolgilimb The ,:tem• a of o p~ or opp mW o/ pbns soeopcomns 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge A shah not be o prrmR fb, oron appra"ofof, ony wolobon to 2. Dead loads oay of Me proWsiow al the bolding colts or of o4v City ordift es. AerMft 2.1. Roof 12psf W"W" to f(W outwdN to wtotalt or "met Me proA"% of Itft Mrrdrtg 2.2. Floor 10psf can or ~ anilli"on°nof ft cly tha nw be V" 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf Digitally signed by Matt Weber, 4. Snow loads P.E. L ` DN: O=DL Engineering, CN=" 4.1. Roof snow load 30 psf 5. Wind loadsE=mweber@dl Matt weber, P.E.", e, o Weber Reason: l a 5.1 Exposure Category C document \,�,.0'�"`•••�� Location: • 5.2 135 mph Ultimate Wind Speed p p t� E Date: 2020-M��12:29 ' Foxit P nto Version: 9.1.02. Q • • • 73 • � • Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be W, unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present toobserve the re -pressuring. A final report should be provided by the Geotechnical Engineer after observing the re -pressuring. Foundation Stabilization: 1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation will likely make future repairs more difficultand costly. Furthermore, it has been our experience that once a structure begins moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, unsightly cracks, doorstwidows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost.lf the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Matt Digit signe� h w Webs , P.E. � � • DN: txDL Erl�i�dng, its : �•+� Reason: I ankaMproving this Web document Location: P. C . Date: zOzao C FoA Phanto� 7 9.1.0 Ol DATE: JOB M DL ENGINEERING INC. 2-17-2020 2020.7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 REVISION DATE: PAGE S1-3 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be W, unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present toobserve the re -pressuring. A final report should be provided by the Geotechnical Engineer after observing the re -pressuring. Foundation Stabilization: 1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation will likely make future repairs more difficultand costly. Furthermore, it has been our experience that once a structure begins moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, unsightly cracks, doorstwidows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost.lf the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Matt Digit signe� h w Webs , P.E. � � • DN: txDL Erl�i�dng, its : �•+� Reason: I ankaMproving this Web document Location: P. C . Date: zOzao C FoA Phanto� 7 9.1.0 Ol Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope stabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND: (E) EXISTING (N) NEW --- PUSH PIER P.P. #X PIER # (xxxx#) �— LOAD ON PIER �--- WALL ANCHOR W.A. #x ANCHOR # �-- MONO POST M.P. #x POST # (XXXX#) �– LOAD ON PIER HELICAL PIER H. P. #x PIER # () "— LOAD ON PIER Matt Weber, P.E. Digitally signed by Matt Weber, P.E. DN: O=DL Engineerin , Matt Weber,)¢ document a'*�S'0+4.�sl Location: ; 1 *4 Date: 2020- 7 18:13:03 Foxit Phant PDF Version: 91 :1D 00 I 532so m of Kheat Ridge BG71d�nq�i�iac;= DATE: JOB #: DL ENGINEERING INC. 2-17-2020 2020.7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 51-4 7 [OF BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope stabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND: (E) EXISTING (N) NEW --- PUSH PIER P.P. #X PIER # (xxxx#) �— LOAD ON PIER �--- WALL ANCHOR W.A. #x ANCHOR # �-- MONO POST M.P. #x POST # (XXXX#) �– LOAD ON PIER HELICAL PIER H. P. #x PIER # () "— LOAD ON PIER Matt Weber, P.E. Digitally signed by Matt Weber, P.E. DN: O=DL Engineerin , Matt Weber,)¢ document a'*�S'0+4.�sl Location: ; 1 *4 Date: 2020- 7 18:13:03 Foxit Phant PDF Version: 91 :1D 00 I 532so m of Kheat Ridge BG71d�nq�i�iac;= 64'-5" (E) CRAWL SPACE (E) BASEMENT `fi SEE SHEET S2-2 rn N (E) GARAGE FRONT OF HOUSE ih N M Digitally signed by Matt Weber, P.E. DATE: JOB #: DL ENGINEERING INC. Weber, P.E.", 2-17-2020 2020.7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 �exiH2k�9fR+4� .0 REVISION DATE: PAGE S2-1 of 7 BY: CHECKEDBY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL 64'-5" (E) CRAWL SPACE (E) BASEMENT `fi SEE SHEET S2-2 rn N (E) GARAGE FRONT OF HOUSE ih N M FOUNDATION PLAN NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. SEE SHEET S2-2 FOR BASEMENT PLAN. 1 53Z50 of 0' 16' r 11 �G 9e Digitally signed by Matt Weber, P.E. ON: 0 -DL Engineering, CN="Matt Matt Weber, P.E.", E=mweber@dlengineer.com Weber, Location Date 0 I am approving this document p �� �exiH2k�9fR+4� .0 FOUNDATION PLAN NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. SEE SHEET S2-2 FOR BASEMENT PLAN. 1 53Z50 of 0' 16' r 11 �G 9e 8 l 1 l�lOk .# ( 6 l 5 l 1 FOUNDATION PLAN FRONT OF HOUSE Digitally signed by Matt Weber, Matt P E. ON: O=DL Engineering, CN=" Matt Weber. P.E.". NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL PUSH PIERS PER PLAN. 3. PIERS MAY BE INSTALLED FROM INSIDE OR OUTSIDE. 81 E Weber' =mwebe Reason:l docunreM Location: Date: 2021 P -. Foxft Phar .532so Ing Divis,, . DATE: JOB #: DL ENGINEERING INC. 2-17-2020 2020.7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 32-2 OF 7 BY CHECKED BY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL 8 l 1 l�lOk .# ( 6 l 5 l 1 FOUNDATION PLAN FRONT OF HOUSE Digitally signed by Matt Weber, Matt P E. ON: O=DL Engineering, CN=" Matt Weber. P.E.". NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL PUSH PIERS PER PLAN. 3. PIERS MAY BE INSTALLED FROM INSIDE OR OUTSIDE. 81 E Weber' =mwebe Reason:l docunreM Location: Date: 2021 P -. Foxft Phar .532so Ing Divis,, . (E) SLAB REMOVE IF NECESSARY ° I (E) FOUNDATION WALL IIIIIIIIIII a a ° . (E) SLAB FLOOR c� a4 ° ° G —III—I FIELD VERIFY ° T.O. (E) FOOTING a (E) FOOTING (N) PUSH PIER, SLEEVE AND BEARING CAP BY FOUNDAITON SUPPORT WORKS 0 TYP. PUSH PIER DETAIL 1" = 1'-0" Matt Weber, P.E. Digitally signed by Matt Weber, P.E. DN: O=DL K2 -17. g.. Matt Weber E=mweberC/ Reason: 1 adocumentLocation:Date: 2020- (C1 Foxit Phantorsion: 9.1.0 Ole.. Y Y 0. aL R Q -3I -I DATE: JOB #: DL ENGINEERING INC. 2-17-2020 2020.7278 9100 W. JEWELL AVENUE LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 9295 W. 38TH AVENUE WHEAT RIDGE, CO 80033 REVISION DATE: y PAGE S3-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: LUTZE MW DL (E) SLAB REMOVE IF NECESSARY ° I (E) FOUNDATION WALL IIIIIIIIIII a a ° . (E) SLAB FLOOR c� a4 ° ° G —III—I FIELD VERIFY ° T.O. (E) FOOTING a (E) FOOTING (N) PUSH PIER, SLEEVE AND BEARING CAP BY FOUNDAITON SUPPORT WORKS 0 TYP. PUSH PIER DETAIL 1" = 1'-0" Matt Weber, P.E. Digitally signed by Matt Weber, P.E. DN: O=DL K2 -17. g.. Matt Weber E=mweberC/ Reason: 1 adocumentLocation:Date: 2020- (C1 Foxit Phantorsion: 9.1.0 Ole.. Y Y 0. aL R Q -3I -I City of Wheat Ridge Residential Roofing PERMIT - 201706376 PERMIT NO: 201706376 ISSUED: 08/21/2017 JOB ADDRESS: 9295 W 38th AVE EXPIRES: 08/21/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 27 sq *** CONTACTS *** OWNER (720)245-0429 LUTZE MICHAEL SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,305.00 FEES Total Valuation 0.00 Use Tax 279.41 Permit Fee 267.70 ** TOTAL ** 547.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. qz*S v36 f4 A re INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy -/T pe -� I 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 ffillowinu h„sinasc dnv ** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter u�r•r��i���in���u�r ■urn»rr.�i�.�.�.�.�w.��c.����a�s��.�Trr_�r-Ts-rrt Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing � 1-> r l•l GLVi9WAZ4 MK Nis [use Is*]112[6me] M:It] r.laVu 121.1--35c1.1T1Tr177 J7T-.Ti r7.rTTT17L7/M[irT-7a -V_1%rVM _ ugh I pections Date Inspector Initials Comments Wali -Sheathing q 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. '�A- 1""••••••`"^�� /� OUIU Ll—L IUUI I1 ivaPU�, MA is CIIC W111P le leU nuln LF le r-1re uisinci a n a eiectncai low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line __]!��(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 0 9 - P, "I., / Job Address: 1-7 a `i SS t, -_g�s -1-- -d,.e Permit Number: o r 7 -7 ❑ No one available for inspection: Time `3 -- t I &PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:-) 3 /S Inspector: —F'b DO NOT REMOVE THIS NOTICE 15 It I City of Wheat Ridge Residential Roofing PERMIT - 201706376 PERMIT NO: 201706376 ISSUED: 08/21/2017 JOB ADDRESS: 9295 W 38th AVE EXPIRES: 08/21/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 27 sq *** CONTACTS *** OWNER (720)245-0429 LUTZE MICHAEL SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,305.00 FEES Total Valuation 0.00 Use Tax 279.41 Permit Fee 267.70 ** TOTAL ** 547.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. � 1 i City of Wheat Ridge Residential Roofing PERMIT - 201706376 PERMIT NO: 201706376 ISSUED: 08/21/2017 JOB ADDRESS: 9295 W 38th AVE EXPIRES: 08/21/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 27 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I amlegally authorized to include all entities named within this document as parties to the work to be perform nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Al%A 2-0-7 Signature of OWNE CONTRACTOR (Circle one) Date 1, This permit w ed based on the information provided in the permit application and accompanying Flans 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature oT-ChiefBuildingOfficial — Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Thursday, August 17, 2017 9:53 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Dt Property Address 9295 W. 38th Ave Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Michael Lutze 720-245-0429 Field not completed. 101 Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Lutze Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business J & K Roofing Name Contractor's License 019983 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-425-7531 13000 W. 43rd Dr., Golden Co 80403 Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 27 the entire scope of work: Project Value (contract 13305 value or cost of ALL materials and labor) Are you re -decking the Yes roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? 102 Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes 27 Owens Corning Duration Asphalt House - Pitch 4/12 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 103 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kathy Vendegna Email not displaying correctly? View it in your browser. 104 CONTRACT J&K Roofing & 13000 W. 43rd Drive - Golden, CO 80403 Phone: 303-425-7531 - Fax: 303- FZ001PINC3 425-1562 �g411 5 } www.ilcroofing.com : ` Representative CHANCY GANRER Contact 720/878/5455 Date 6-20 2017 Name MICHAEL LUTZE Phone 720-245-0429 Email Address 9295 W 381 AVE City WHEAT RIDGE State CO Zip 80033 Pinnacol Assurance 303-361-4000 Preferred Contractors Insurance Workers Compensation Insurance Policy #4079290 LABOR AND MATERIAL SPECIFICATIONS, TERMS, AND CONDITIONS. PLEASE READ CAREFULLY: ® Recover roof with OC DURATIONS ®Color of shingles TEAK ® Manufacturer's Warranty LIFETIME ® Tear off 1 LAYER ® Install Underlayment 15 LB + IWS TO CODE ® Double all Eaves AND RAKES ® Re -Flash Chimney and/or Skylights IWS AS BASE ®New Valleys CLOSED IWS AS BASE Replace Ridge COLOR TO MATCH Ventilation RIDGE VENT ® Galvanized Fasteners 6 NAIL ® Replace 6 Plumbing Jacks Paint roof stacks to match SHINGLE COLOR ® Install T BRONZE Metal Edging 2X2 RAKE 2X4 ® EAVE ® Patio or Flat roof ® 5 Year Warranty on labor ® J & K Roofing to furnish all material and labor ® Permit: POSTED WHEN WORK STARTS Clean-up debris and haul off all trash from roof Roll yard with magnetic roller Gutters cleaned of roofing debris Decking Repair $_ per Hidden Layers (tear off) _ $ per layer (Carrier) (Policy Number) (Claim #) (Adjustor) (Mortgage Co.) (Mortgage Loan Number) 720-984-2471 General Liability Insurance Policy #PC72863-03 ® Extra work R&R FURNACE CAP INSTALL 7/16 OSB PWI ITEM IF REQUIRED BY CODE The property owner is ® is not ❑ using proceeds from property and casualty insurance policy. HOUSE & SHED ROOFS $11766.07 GUTTERS =TERRA BRONZE $1717.60 7/16 OSB PWI $4396 Deductible if applicable $ Per Colorado State Law CRS 10-3-1115; 100% the responsibility of the homeowner to pay this amount. J& K Roofing will not reimburse or promise to reimburse in whole or in part any amount of the deductible. Estimated Start Date 5 WEEKS TOTAL ESTIMATE $ INSURANCE ALLOWANCE FOR ROOF AND GUTTERS ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL J & K Representative —Date _ Homeowner - '�� �'�" Date _r7Z_y�1 Expiration Date You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices. PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3c&- M , d Job Address: °I 'a c S W 3 F5 �� r •e Permit Number: 3 0 r 7 p 4, 3 7 b W. 0 4- i f—zs �nct� ❑ No one available for inspection: Time 1= 3 `f AM,( I Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- e5933 ) Date: / /'I Inspector: -r-6 DO NOT REMOVE THIS NOTICE r , CITY OF WHEAT RIDGE I _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: e 3 13 0 /. Job Address: 2 17— 1,e Permit Number: -D 0 1'7 O L 3 -71, ort - i o n e_ c J --e gl�cc=a Covwjrl -4- —7 (���,. I C !f C1 1i fl Le i in � ice' G n i! V h �l P 1— 1 eT f ei r i n t ❑ No one available for inspection: Time I P= )/-1 A /PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 r s 3 Inspector: DO NOT REMOVE THIS NOTICE Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500223 Issued: 09/15/2015 Stipulations: Kitchen & Bath Remodel, Window Replacement, 200 amp Electrical Upgrade and Add Can Lights. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: KAE KREUGER 9295 W 38TH AVE WHEAT RIDGE CO 80033-4234 Contractor: Ed Bergin 3081 S NUCLA ST AURORA CO 80013 M A M 0 19-01 M* - Cod e Editions NO change shall be made in the USE of 2012 ICC/2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion 2006 ICC/2005 NEC from the City of Wheat Ridge. Other IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES MUM ?C a to I r tf 2 C>1 -'7 () c) 0 6-L 6724 Varrow St Arvada, Co. 80004 Phone: (303) 946-3511 3295 W. 3e Ave. House Inspection I inspected the residence at 9295 W. 3e Ave., Wheat Ridge, Co. and made the following observations and recommendations: 1) The northeast and northwest comers of the concrete/ concrete block foundation have settled due Mainly to poor drainage and produced significant settling cracks in the exterior brick masonry and interior plaster. 1 suggest installation of steel push piers and steel angle to possibly level the NW and NE comers and reiri� both comers- This will Probably require 5 Piers on the northeast comer and 3 piers on the northwest, comer as it appears now. HJW Engineering and Peak Structural have designed a plan to install 8 steel push piers with 60 kips allowable capacity to stabilize the foundation. Sincerely, Herb Warp, P.E. *i po tic N ',ot " '423 HJW ENGINEERING CONSULTANTS 6724 Varrow St. Arvada, Co. 80004 hjwengcon(q� ,,comeast.net 9295 W. 38th Ave. House Inspection I inspected the residence at 9295 W. 38th Ave., Wheat Ridge, Co. and observed the following repairs appear to have been properly made as agreed to by the owner and Peak Structural Inc.: 1) Installation of 8 steel push piers and steel angle reinforcement on the northeast and northwest corners, of the concrete foundation. Sincerely, Herb Warp, P.E. • CITY OF WHEAT RIDGE OFkdE OF THE Ctt� CLERK Wheot Ridge, CO mora Matto # pill �ilill iiiiii 1 11 ill I I ii�� q1 �1 �p;:� ;q�� I City Clerk or MON. 11 For 10*00 offio Dote re(**O oo�� bM2&pmI?2! ApotoV6d:- Deti6d Sdod6t6 �** o� r"ftm- I It dWOod 064dt feWon($)# Mvd� od& City Clerk Complete all information on BOTH sides of this form FOR OFFICE USE ONLY City f ? ?7wh6at ' i j C rVtMUNn'y EVEL OP l' 'l�nl " rrrri# 1 Building & Inspection Services Division " 7500 W. 29 ` Ave., Wheat Ridge, e, CO 80033 Office: 303- 235 -2855 * ex: 303- 237 -8929 Plan Review Inspection Lire: 303-234-5933 Y Build er it Appl ication Please c all blobligh area on bath sides of this foon. Incompleta sWications nu not be Proces f Property Address: ! r0 rJ r . (pl a ri t ): a PhOn S Property Ow imall# Wiling Address. (if different than property add Address._ Cit , State, Zip: Architect/ r lnt M il# Phone: e# Contractor: Contra City License V7 Phone: re# Sub Contra Electrical. Plumbing: � � 1 . Mechanical: WA. City License # W.k 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 Michael Abruzzi From: Michael Abruzzi Sent: Tuesday, March 1Q 2015 3:01 PM To: 'EDWORKS Property Restoration & Improvements' Subject: RE: 9295 W 38th Avenue meeting comments, M ME= Plans Examiner 7500 W 29th Avenue VM.eiat-lki dgt,-CoMr &d*-86Q­4, Office Phone: 303-235-2878 Fax: 303-234-2857 City of ��Wh6atp CONFIDIENTIALITY WrICE: This e-mail contaiiisbusiiic, intrinnation, It is intended only for the use of the individual or entity named above, If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic slot-age or use of this communication is prohibited. If your mewed this communication in errom please notify us immediately by e -mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected- Thank you. Michael Abruzzi From: Michael Abruzzi Sent: Tuesday, February 17, 2015 12:58 PM TO. ledworks24seven@gmaii.com' Subject: RE: 9295 W 38th Ave remodel Lm= I im 1i Jhe iggif J t' I remidel t A e. P ease iQ Wil 72�lmlfilll J I I ir UWARIM A I a -WHI 10' a F#_ M - gyj1LTT1HLqa1K4r.M Wl, -Itt'llat" &ft rr#- 3= Plans Examiner 7500 W 29th Avenue %rLeat Ridg_ Office Phone: 303-.235-2878 Fax� 303-234-2857 4 • 011y of COMMUNffy Ormopm w.,g CONFIDENTIALITY NOTICE: This c-nurfl contains business-confidential inforniation. It is intended only for the use of the individual or entity named above, If you are not the intended recipient, you are, notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching, the original message., and delete the original message from your computer, and any network to which your computer is connecteA. Thank you, Michael Abruzzi From: Michael Abruzzi Sent: Tuesday, March 10, 2015 3:01 PJA To: 'EDWORKS Property Restoration & Improvements' Subject: RE: 9295 W 38th Avenue meeting comments, ZM= =3 drywall R5013. 8) Provide U-values of replacement/egress windows (must be 0,35 or better). City of �co M CON FIDENTIA LITY NOTICE: This e-mail contains business -confidential infin It is intended only for the use of the individual or entity named above, If" you are not the intended recipient, you are notificA that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. Ifyou received this communication in enor, please notify us immediately by c-mail, attaching the original message, and delete the original message from yourcomputer, and any network to which your computer is connected. 'thank you. Reservoirs Environnwagd, Inc, Reservoirs Environgremat QA Mannat Effective January 1, 2015 5AQA001-ab4Reservoirs Environmental QA Manuatdoc ---Mda� Rrzi LABRe n - ser E "Vpp"�' VOWS vira"Men tal, 117ra 23MMIMEM I 0AMWT-7 9295 \/�, 3�th Ave, Wheatridge CO Laboratory Report: Project # I P,O. # Project Description: NA RE$ 310969-IR None Given 9295 W. 38th Ave. Reservoirs Environmental, Inc, is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis, This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively, Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table, The results have been submitted to your office, 9= Jeanne Spencer President ------ APPROVED Subj�,"mt to Fieid �nspecfions Wheat Ridge Dept, Date .......... €o ne, d. 5801 Logan Street, Suite 100 Denver, CO 80.116 zy� a 0 c "' C> co 0 v ;° s CL 0 E ' " C> ca c' 2 s W p < 0 4) c E a B a ' 00000 5 zzz z �a ., 0 µ s C> Ln tt7 C> LO u7 0 0 Cs M •szs ca: w' O c w z CL 0 a CL ZE . S M e t *&.5; t m 2 ,_ 0 CL CL to w w cr < co 0 < co 0 < co W 00 c +tea a a W cu E > tit sv �- ry c a cv s rIa rs 0i to C W> cn w a MwZ0 - ` z .• 0- E 0 CL a ra cs cs as C) 0 C , ' c 3 om .E C� Al' U? C 0 Q ? ua v s w. v p 4) c E c �a ., 0 µ s M kids `F c. h. Center c ... t � � .� Page I of I MII D e scriptio n i b w., n_ u i. w 1 1 - J Arqon s . a rec E - + .: ,„ ;. '. � -,: • � e ! ,.., � L o r ne- Tools ICS Guideline +Grid/ untin FA Link - I I ' ION I ;:. i r ( 0, • - " O 6 g I ks of ! Reg Series .... M od el .. . to aka: 5 kw 4. C c ....,�. �. i3 V .J OB S., tAF q� q ._ . j !^ p 283 C limatech Model. A283 / Series: 80 Series, (three Late Slider - ) Performance OverView Parts Installation Search It -Value Search DP/PG -Value = R-Value V ` Structural Test Results MII D e scriptio n i n_ u i. w 1 1 - J Arqon ., a x a• + .: ,„ ;. '. � -,: • � e ! ,.., � i.. � �... a - Structural Test Results N' U .0. N . • . t r n_ u i. w 1 1 - ., a x a• N' U .0. N . • . t r Structural Tes Results Description 1 TS ! es< �� Structural Tes Results i � r � r • k, A nnea l e d , „ A ir, 1/8” Annealed) A nnealed, Anneale Page l of 1 3113120115 Alside Tech, Center I � � i III! II Ipiol M esc INIII ul II I f 11 Ipil II twicn . . M . 3113120115 Alside Tech, Center M2 Customer Name: 01 0700 ALLIANCE WINDOWS LLC - Customer Number: Bill To: Ship To: A770-70 Series 8 112 x 34 3/4 Frame Width 8.5, Frame Height = 34,75 NFS 13/8" Frame Color = AJmond Double Glaze, ChmaTech, DS I DS Line Item Notes- '� Aevr- NE Him 63 A282-80 Series XO 31 114 x 30 112 Frame Width = 31.25, Frame Height = 30,5, Sash Si Operation / Venting = XO NFS 13/8" Frame Color = Almond Double Glaze, ClimaTech, Rain, DS / DS Lock Height = Standard Lock Height Standard Screen Line Item Notes. ffl�� Phone, (30 Order Notes: Delivery Notes: Quote Nam Kwheat Page 2 Of Customer Name: 010700 ALLIANCE WINDOWS LLC Customer Number Bill To: am S 1318" Frame Color = Almond Double Glaze, ClimaTech, DS I DS Line Item Notes: M 9EZZM= Phone: C Order Notes, Delivery Notes: Quote Nam Kwheat w ,_ In L Wheat Ridge Building t e t Ap owed V sfid&y of permit, e o;smce of a permit or approval of plans, specilkations and c om r *abc ns shall not be a permit for, or an of of, arty waden t sny of the provisions o f the Witting code or of any City ordbwAO& t� give authority to violate or cartce4 the pr vi . Building codes or ether ordinances of #to City shal, g . ' valid, t f R D P c S I * adin rq Dat 1 L z t � 619. 12' 19 9 A L ' X, . . ..... .. .... . H 7 28 of *1 1 ment H M 18 9"-1;— Combustion air ducts within 12" of ceiling and floor, sized at the rate of I sq. inch per 2000 BTU's, are required, APPROVED Sub to, Field Inspectio�is Wineaf Ridge BuOding Dept, 2 , el Date- , ..... n Checker 2015-02-07-2322 2/1012015 Page: 6 7 � 9' 7" ----------- ma7in ff (J 0 shut off (1) C> Alt Alt p M 18 9"-1;— Combustion air ducts within 12" of ceiling and floor, sized at the rate of I sq. inch per 2000 BTU's, are required, APPROVED Sub to, Field Inspectio�is Wineaf Ridge BuOding Dept, 2 , el Date- , ..... n Checker 2015-02-07-2322 2/1012015 Page: 6 w e- ac I'e ee APPROVED Sut,�ject to Field �nspecfuons VV,heat Rtdge M-Ofdmg Dept, 4 1 Tj — I u- 4v, 0— 2 8 ff stairs 2/10/2015 Page: 7 s; i ! � ti • • i i, Pleas a P1ete allh ightlightod as as on both $100s of this form. Inco mpleto ap plica t ions may rW be proo"Sed. �** Property Addro i Property Owner (please print : " + Ott pro ner Emet a afro dress. if different then propert addre Address: # Cit . State, t # Archite rgr1 Y E - ram Contras tor. , Cont ratctor C# icense PhCitte 2 Contras ta E ail Address# Sub ontract # Electrical. Plumbin : iechant i. WR City License WR City License # 1 .R. City License Other City L €ceased Saab. Other City Licensed Sub: City License # City Licen Co plete ail # fay ation on BtuTH skies of this form �k ° � . • • C 17Y 65),?y HJW ENGINEERING CONSULTANTS 6724 Yarrow St. Arvada, Co. 80004 Phone: (303) 946-3511, 3295 W. 38 Ave. House Inspection I inspected the residence at 9295 W. 38" Ave., Wheat Ridge, Co. and made the following observations and recommendations: APPROVED Subject to Field Inspections Wheat Ridge Building Dept, DateJ/*"/"*_5 Sincerely, R Wheat Ridge Buhding Department ,I / i�/Vp Approved '/'/j ' - IG7 Herb Warp, P.E. Vi a .. l 51 ;Z_ 46 61 Validity 01permft: The issuance M aperatit or approval of pians,,speeftatim and computations Shaff not be a permit for, or an approval of, any irwownto Sny of the provis�nns of the budding code or of any City ordinsoc". Per"*$ Presominq to give aowlrity to wo4te or cancel the pmvisions of SO ndps or nth- dnances of the coy chall not he valid, APPROVED Subject to Field Inspections Wheat Ridge Building Dept, DateJ/*"/"*_5 „ a Work shall comply with the fbIlmving codes: 2012 IRC, 2012 Iff" & 2014 NEC, ar 6 w te a $ ` C & TY OF 0 r APPROVED Sub F 7 W heat i � g A be I,, D Date_ e4�d w # � - , Sinned,v' Mailing Address. if different than property address) Addr City, State, ,Zip. Complete all Information on BOTH sides of this form f i ! .+ k w Sq. FUL.F Stu's Gallons s Amps Squares Other COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /26'11VSi~C /C,-;,~~z_ 6) When corrections have been made, call for re-inspection at 303-234-5933. ~ / Inspector DO NOT REMOVE THIS NOTICE . .:0~ WHEqTR' . City of Wheat Ridge °OLoRaV° Residential Mechanic PERMIT - 060124 PERMIT NO: 060124 ISSUED: 03/21/2006 JOB ADDRESS: 9295 38TH AV EXPIRES: 09/21/2007 DESCRIPTION: replace 40 gallon water heater ***CONTACTS gc 303/340-2650 02-1867 M.S.O.W owner 303/421-1074 Roger Reid . PARCEL INFO ZONE CODE: UA . USE: UA SUBDIVISION: UA BLOCK/LOT# : 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 800.00 FEES Permit Fee 42.46 Total Valuation .40 P Use Tax 14.40 . ~L_A TOTAL 56.86 , ~ Comments: . replace 40 gallong water heater I hereby certify that the setback distances proposed by this pesmit application are accurate, and do not violate applicable ordinances, ules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremen sho a~pd allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicat' an Iassume full responsibility for compliance with the Wheat Ridge Huilding Code (I.S.C) and all other aa !.t ' ge Ordinances, for work under this permi~. Pans subject to Eield inspection. 1. This permit &as issued in accordance with the provisions/set forth in your application and is subject to the laws of the. State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days£rom issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided nochanges have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes havebeen or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pezmit. 4. No work of aay manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notiEy the Huilding Inspector twenty-four (2e) hours in advance for all inspections and shall receive written approval on inspection caffi before proceeding with successive phases of the job. 6. The issuance of a permit or the approval o£ drawings and specifications shall not be construed to be a pexmit for, nor an approval of, any violaCio of the provisions of the building codes or any other ordinance, law, rule or segulation. All plan ze 's~' to fiel ' spections. Signatur Kf Chi Buildi O'tl~cal date INSPECTION RSQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Cit of Whea4 Ridoe PRESCRIPTIVE ENERGY CODE BOILERS 1 FURNACES A MINIMUM OF 90% AFUE GpS WATER HEATERS A MINIMUM OF.60 ENERGY FACTOR ELECTRIC WATER HE0.TERS A MINIMUM OF.93 EPIERGY FACYOR gETBACK TNERMOSTAT REQUIRED (EXCEPT HYORONIC liEAT) R-21 NIALLS a R36 CEIlIP1GS • R-19 GRAWLSPACES COMMUNITY DEVELOPMENT DEPARTMENT BUILDINGINSPECTIONLINE-(303•234-5933) CIN OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAtWDGE,C080033-(303-235.2855) APPlICATION Building Penmt Number. Date: P,openy,ow„~:~er i~,eid Property Address: G q"rJ w65+ 35+k AVe. Phon8 : g03 - yw- /O 17~1 Contractor License No.: Company: Phone: Prem i ux,~, P i~ wt l~i nQt 303 -271- Ila 9 1 heteby cerGfy Mat the selback dislances propoaed by Mis permil application ere aautale, and do rat vidak applMabla adinances, rules a re{alationa of the CAy of WM1eat Ridge or caenanb, easemenb or restricGone d record; that aA meaeuremenb ahown, and allega6ons made are accurate; that I have read and agree to abide 6y all conM16ons pnnted on Uie appGcaUOn end ihet I esaurrre full reeponaibiNty for cortplience with the Wheat Ridge Building Code (U.B.C) and ell other applicable Wheat Ridge Ordinances, fwwork under this permi[ Construction Value: $ 8CO 00 Permit Fee: $ Plan Review Fee: $ Use Tax: $ (OWNERKONTRACTOR) SM+NED DATE (OWNER)(CONiRACiOR) PRINTED DATE Totai Fee: $ DESCRIPiION: LPIalA 40 gQIIoy) wQ*l( hatLA BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: zowHC CakrExTS: Approval: 2oning: BaLaxo CaeExrs: Approval: aueucwoaKS CaaMEwTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical lJcense No: Plurnbinp Llcense No: Mechanical License No: Company: Company: Company: ExpiraHon Date: ExpiraHon Date: Expral3on Date: Appioval: Approval: Approval: ry) T6Y pmR rr WuM In aooNna wllh tha pmvblons at kM M your pqicOon rW h cu6Jectm tla Mn dllhe ShXe d CobMo snd lo tha ZanNp RpulMfom .w emwinp coe.. awnM akip. cobnao arany anw+ppaoasaaMmas ot un cny. (2) ThkpamMshtlluVim M(A) iheawkwtlwrize0ls irotmmnenadwXAlndlQl'(Gq dMhqnMwM6eaR lMbulMlipaMwixMMpnpantlWwaWMOmdiors perloa a 110a/s. (3) rc mw pannn apim.. mw p.nne m.y ne.qwnd tor o rosa wnwnrr ms.nouM nomwq r.qmna, qorfEad m chp" hrve been or wtli M madr In the arlplnH qm aM spKMwtlom aM pY fYNwWn wahMammnt M mt caadsd OM (1) Yar. M chapr have haen w tl W Wembn a WrMorvnrd aawj$ me (1) , Y+v.N11hwMNhpYtlforaMMpelmk In NowwXdamy mnnertluAOStlmslMtwllldmpstlnnftnilkwdudarnwlnpadMnpeproblan. (S) CamacEOr sMtl ndMy IM BuYtlNp Impxlor twiM1y4our ([n houn In tlvaMe M W Mepeetlom antl MW raaNa wrtl[m approval on Impeelbn euE 6efon pncaaAOp rIN suocutha Phun Mthefob. (a) 7M lauma of a pamtt a tM approvM of AmWnpe uM spedlicalbnc sM1 nM be oomduetl b be a pamtt for, nm mappmvtl of, anY vblBtlon oltha PmvMbnt ol Me OuMdlnp wdw m+m/ oNer orElnanca.lar. nulaar rpuqtlon. Chief Building inspector COMMUNITY DEVELOPMENT DEPT Inspection Services Division (303) 235-2855 Correction lVotice Job Address: Q Z. `l S v\1 p~ + \ u .r.. \l " 7~5 , w \ ~ v~ ) When corrections have been made, call for re-inspection at 303-234-5933. Date DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: tk- t~ ~ c0 ~ c~L-:Q When corrections have been made, call for re-inspection at 303-234-5933. „ , Date: 1 0- DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15412 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/29/2003 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: ROGER REID Property Address : 9295 W 38TH AVE Phone : 421-1074 Contractor License No. : 17865 Company : Lakeside Heating Co. Phone : 421-3572 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $2,000.00 Permit Fee : $90.10 Plan Review Fee : $0.00 Use Tax : $24.00 Total: $114.10 Use: Description : REPLACE EXISTNG FURNACE W/ NEW 90,000 BTU BUILDING DEPARTMENT USE ONLY zQn ~ SIC : Sq. Ft. : ing Comme'"nts:; Approval : Zoning : o,..,,n~, wid ig_Corprnents~z~ Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : 17865 Company : Company : Company : Lakeside Heating Co. Expiration Date : 4/30/2003 Expiration Date : Expiration Date : Approval : OKIKS Approval : Approval : (1) This permitwas issued in accordance with the provisions set forth in yopur applica[ion and is subjecl to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaity required, provided no changes have been orwill be made in the original pians and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new permit. . (4) No work of any manner shall be done that wili change the natural flow of water causing a dreinage pmbiem. (5) Contractor shall notify the Building Inspectorhventy-four (24) houre in advance for ali inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . (6) The issua E@f a permit he approval of drawings and specifications shall not be consirued to be a permit for, nor an approval of, any violation of the pmv~f j e des oreny other ordinance, law, rule or regulatioa Chief Building In ector E'ep-16-99 02:36P DEVREVFAX 303 235 2857 P•02 ~j DEPARTMENT OF PLANNING AND DEVELOPMEh i Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APP _ICATION Property0wner: ~eid Property Address (.O - 3 Y'f~k/7 V e-0 Phone : 3()3 -qa/ - Contractor License No. b5 Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND ' fENT I hereby certify that the setback distances proposed by this pertnit application are aaan ate, anC do not violate applicable ardinances, rules or regulations of the Ciry of Nfieat Rid_yi or covenants, easements or restrietions of rewrcl: tha[ all measurements shown, and allec ations made are accurete; that I have read antl ayree ta abide by all conditions printad on thi.^, application, and that I assume tull responsibility tor compliance with the Wheat Ridge E3 ilding Code (U .B.C.) and atl othar applicable Whe t RiE e oroinances, for work under this per nit. "EN (OWNER)(CONTR4CTOR) SIGNED DATEq.-aJ~03 Construction Value : al (100 -Q~ 0 Permit Fee : q U 10 Use Tax : (91q" U Q Totai : Use : Description: 90I000 21 L'l, Approval: Zoning . Approval : Approval: 1QLAI Pnone:3C13-qaj--a BUILDING DEPARTMENT ll 3E ONLY Occupancy : Walis : Roof : Sic ries Electrical License No : Company Piumbing License No : Company : Expiration Date : Approval: Expiretion Date : Approvai : SIC : Sq. Ft. : Residenfial Units : Mechanical License No : Company : Expiration Date : Approval: (1) T1JS pertnit was issueC in aaortlance with the provisione set foM in yo0ur appliration and v auDject to the laws af the State el Colorado antl to the 2omng Regulations aoC BuilEinq CoCe of Wheat Ridga ColoreEO of any otner appliea0le ortlinanoe of the Ciry. (2) Tliis pertnit Mall expirc A(A) Na work authonzea ia not commencetl wiNin siX[y (80) tlaye It m issue Eate or (B) the CuilCing autnonzetl is suspenEetl or atanaoned tor a pnnotl ot 120 oays. (3) I( ihis pertnit expircs, a naw permrt mry Oe aWUireE for a fee of ono-hmt the amount nortnall required, provitled no ehangee have Eeen or will be maEe in the on9inal pians ana speciRntlona enE eny awpenaion ar abanGOnment has not ezeee0ad orn (1) year. II cnanges are maae ar if suspeneion or aOanCOnment exceetls one (t) year. NII fees aha11 be paiG Mra new pertnit (a) No rrork ot any manner shall be tlona that vrill Nange Cw natunl llow of water puning a E. nage problem. (5) ContraCtar nlull no6y the Builtling Inspecior twenry-MUr (21) houn in atlvance for all inspeo ona and enalt receive written appmval on inspeauon nrd CePore praeeClinq wiN suceessive pl+aaes of tM'o0. (6) The iasuance of a pertnR or Me ap~tlrnrinqs anG apeeifica6ona shall not ba wnetnu q ro Ee a perteR kr, nor an apProval ot any viola6on ot the Omvisians ot NC builaing ppyes or any oNer oldinanCe, ItW, Nk or flqulaeon. 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