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HomeMy WebLinkAbout7230 W 28th AvenueA CITY OF WHEAT RIDGE // Building Inspection Division J (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: U No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: S - kN Permit Number: 0 r, -)kp J No one available for inspection: Time d AM/PM i Re -Inspection required: Ye$ No When corrections are complete, schedule re -inspection online. Date:- - �r_, V lnspector� N", DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: c� " F An f f ❑ No one available for inspection ;ime AM/PM Re -Inspection required: Yes N When corrections have been made, schedule f lan aline at. httpJ/www.ci.wheatridge.co.uslinspectfo . D ti 71, Lq. pector`- J i CITY OF WHEAT RIDGE �/- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7., 3 Permit Number: p'- �� g � ❑ No one available for inspection: Timer % M 'M Re -Inspection required: Y No When corrections have been made, schedule for re -inspection online at: http://www.cL wheatridge.co. uslinspection Date: 17- _1q_ 7_02 pectora DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:. Permit Number: ❑ No one available for inspection: Time . �/PIVI Re -Inspection required: YeelN'o When corrections have been madii, sched0fe for re -inspection online at: hUpLIAvww. ci. wheatridge. co. us4nspection Date: ji- Inspector: 4 DO NOT REMOVE THIS NOTICE a 1*14 i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3 Job Address: --z 4 VC Permit Number: 1 0) Q I f ❑ No one available for inspection: Time _E a, PM Re -Inspection required: Yes No) When corrections have been made, call for re -inspection at 3a3 -234 - Date: i 03-234-Date:i f /��� Inspector: o � DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F P Job Address: _Z7,3 W 0- Permit Number: aR -.0 ❑ No one available for inspection: Time Alfa ;"AM/PM Re -Inspection required: Yes Mo .� When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge.co.uslinspection Date:.&-iV ~2020 _Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F P Job Address: _Z7,3 W 0- Permit Number: aR -.0 ❑ No one available for inspection: Time Alfa ;"AM/PM Re -Inspection required: Yes Mo .� When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge.co.uslinspection Date:.&-iV ~2020 _Inspector: DO NOT REMOVE THIS NOTICE It, � I i CITY OF WHEAT RIDGE_ Building Inspection Division _:(/9r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required..Y No When corrections have been made, s��i &a -inspection online at: http://www.ci.wheatridgp.co.uslinspeFt►ol Datef1 q777. C. . ;f )Ins,6ect6r: i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: ���`' Inspector: DO NOT REMOVE THIS NOTICE s i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: e,t/ -S # �5 M /12 Job Address: ?2_3 © W &-_,"' 14 vw__ Permit Number: 'Z012 VO Z// ❑ No one available for inspection: Time % :'SS AiGI% M Re -Inspection required: Yes, When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge.co. uslinspection 1 Date: 1 ooe,:n Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900211 PERMIT NO: 201900211 ISSUED: 06/18/2019 JOB ADDRESS: 7230 W 28th Ave EXPIRES: 01/15/2021 JOB DESCRIPTION: Construct a new entry way with covered front patio. Demo and pour new concrete slab in existing garage. Replace existing garage doors with new and install new door framing around new garage doors. 230 sq. ft; replace attic insulation **REVISION: wiring new patio addition install one gfci outlet and install 2 exterior wall sconces and 2 can lights 6 inch; Added valuation: $1,400.00 *** CONTACTS *** OWNER ( 3 0 3) 641-2713 HARRIS DAV I D P SUB (303)601-4323 JAMES TORRES 170688 WWJD ELECTRIC SUB (720) 732-2178 JOSE LARA SOTO 090307 NEW AGE ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51,400.00 FEES Total Valuation 0.00 Plan Review Fee 11050.27 Use Tax 11079.40 Permit Fee 745.65 Engin. Review Fee 150.00 ** TOTAL ** 31025.32 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (upper level) Prior to issuance of a CO, **l** tree shall be planted within the front setback. In addition, no less than twenty-five percent (25°%) of the gross lot area and no less than one hundred percent (100°%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building L ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - w-SlIZ7.Sys .Sf'L_ Job Address: ly/ 2, Permit Number: 7 6!r ..ted [ g ei <P 4 U-11 m 11 !< I --'r, ! � !,' / O e' ❑ No one available for inspection: Time Re -Inspection required: (e� No When corrections have been made, schedule for re -inspection online at: httpY www. ci. wheatridge. co. uslinspection Date: / ?e?_ 0 Inspector: DO NOT REMOVE THIS NOTICE 7z30 Z .6+4 Ave. 412011 oo zI/ DL. ENGINEERING. INC. 8/1/2020 Steve Smyth Ridgeline Remodeling, Inc. RE: 7230 W. 281h Ave. Denver, CO 80211 Foundation Observation 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.dlengineer.com Please provide this letter as proof of the following onsite observations on July 24, 2020 and July 27, 2020. DL Engineering is not responsible for the design of this structure and has only observed the as - built condition. Below is a summary of the observations made: 7/24/20 — Footing — There were two #4 rebar in the footing. They were lapped where they were not continuous. The ends of the rebar were dowelled into the existing foundation and set with epoxy. The footings were formed a minimum of 36" below grade. 7/27/20 — Foundation wall — There were four #4 rebar in the foundation wall. (2) top and (2) bottom. They were lapped where they were not continuous. The ends of the rebar were dowelled into the existing foundation and set with epoxy. There were (2) #4 verticals installed @ approximately 2'-6" o.c. The walls were formed to approximately 8" wide. If you should have any further questions, please feel free to contact me at (720) 440-9450 or rarp@dlengineer.com. Sincerely, Digitally signed by Daniel LeMier Ryan Arp, E.I.T DN; C=US, O=DL Engineering, DanieI CN=Daniel LeMier, E=dlemier@dlengineer.com Under the direct supervision of, Reason: I am approving this docunt Daniel LeMier, P.E. Location:Le h ierDate: 2 2020-- 21:24 zr Job # 2020-8046T\ 3 3 ,3 jt i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: AS H&- -5 6- 4 -:- Job Job Address: 72.2 0 W Z 5( 1),4 vA?, Permit Number: ?_-0 (510 �.. J_ ❑ No one available for inspection: Time M Re -Inspection required: /Yes) No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date: "&a2 Inspector: .�)4? DO NOT REMOVE THIS NOTICE _51 2 City of Wheat Ridge x Homeowner Exterior Remodel PERMIT - 201900211 PERMIT NO: 201900211 ISSUED: 06/18/2019 JOB ADDRESS: 7230 W 28th Ave EXPIRES: 01/15/2021 JOB DESCRIPTION: Construct a new entry way with covered front patio. Demo and pour new concrete slab in existing garage. Replace existing garage doors with new and install new door framing around new garage doors. 230 sq. ft; replace attic insulation *** CONTACTS *** OWNER (303)641-2713 HARRIS DAVID P SUB (303)601-4323 JAMES TORRES 170688 WWJD ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,050.27 Use Tax 1,050.00 Permit Fee 729.55 Engin. Review Fee 150.00 ** TOTAL ** 2,979.82 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (upper level) Prior to issuance of a CO, **l** tree shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. I, by m�si gnature,do hereby attestthat the work to beperformed shapplicalebuilding codes, and all apicable municipalcodes,policby the gal owner of the properly an�amauth orzetoobtain thisthis ermitIfurtherattest thatIam lallyauthorizdtoinclude alperformed and that allwork tobe perrmed 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 thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe 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 gr ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a able code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jdg,e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, Co 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsQci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: Permit # 9rjS 102-11 Property Address: ­7?k W Ze) � -, ko e Phone # Email Address: hn r -r, S6,o R 3 (2 Reason for extension req Number of days requested: - � aCG. u a, 1u Vb+r'S CI Printed Name: Signature: Date: G For office use only / �^ This request has been: I: ' pprovc 0 Denied Extended until: Approved by:Z Date:? � ww"wi.wheatridge.co.us PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Sprinkler System PERMIT - 201901915 201901915 7230 W 28th Ave Sprinkler system ISSUED: 09/10/2019 EXPIRES: 09/09/2020 *** CONTACTS *** OWNER (303)334-6643 HARRIS DAVID P SUB (303)463-4600 MIKE WOODS 190266 HGLK, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,350.00 FEES Total Valuation 0.00 Use Tax 49.35 Permit Fee 93.35 ** TOTAL ** 142.70 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authonzed by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regula ions, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance pr regulation of this jurisdiction. Approval of work is subject to field inspection. M Signature of Chief Building' Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat midge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY "" q1101(q Plan/Permit # �U l l,�l ' ) j J lll/// lll..��� l,1 I q `,/ Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ("L` � Property Owner (please print): Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License M Contractor E-mail Address: L)690 d V S s Ak For Plan Review Questions & Comments (please print): Phone: Phone: .3'� Ctrs //C . 6a � CONTACT NAME (please print): / �� �� 0 0 L� .5 Phone: 7 CONTACT EMAIL(please print): &&q 4'' ' 666-1 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 �$ESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) '� Z', C�-o 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, casements 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): / -� DATE: Printed Name: /" i Ac Ly G 0 C .5 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900211 PERMIT NO: 201900211 ISSUED: 06/18/2019 JOB ADDRESS: 7230 W 28th Ave EXPIRES: 06/17/2020 JOB DESCRIPTION: Construct a new entry way with covered front patio. Demo and pour new concrete slab in existing garage. Replace existing garage doors with new and install new door framing around new garage doors. 230 sq. ft; replace attic insulation *** CONTACTS *** OWNER (303)641-2713 HARRIS DAVID P SUB (303)601-4323 JAMES TORRES 170688 WWJD ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 1,050.27 Use Tax 1,050.00 Permit Fee 729.55 Engin. Review Fee 150.00 ** TOTAL ** 2,979.82 *** COMMENTS *** PROJECT VALUATION: 50,000.00 *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (upper level) Prior to issuance of a CO, **l** tree shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesrthat I am legally authorized to include all entities named within this document as parties to the work to be performed and thatall work to be performed is disclosed in this document and//or, 'Its' accgmpanying approved plans and specifications. 99F!t�__ & 1,-A, h Signature of OWNERor CO TRACTOR (Circle one) Date 1. This permit was issue on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 f any inspection. Signature of Chie$ f Date REQUESTS MUST BE MADE B 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFIC - USE ONLY i 7 City of Date: 9// 0-101, V`lheat jdg� COMMUNITY DEVELOPMENT Add to Permit # L �/ l C� 0 v z// Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridae.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I 2;a o 'vi Zsi T µ t� i --TW 0- :- �l ; 2 aN i, �- , C U Sc^ Property Owner (please print): �� � � tM„ ��I�,q�2i5 Phone: 6,qi._2--13 Property Owner Email: L1Lt�.r, c A w�rai l c"�nn Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Com ag_ny: Contact Person: t� Phone: Vic^ Contractor: Contractors City License #: Contractor E-mail Address: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: CQN51✓(�,►crt- N�u� GNrI'--H �� �y eo,.vL+ Cetit> rbc ;Ji �, ►� �pL�c� C>L►S'T►N�, c-,�-��C-,t t7s-oru c. Nirw ` PiYk�c` ��bN� ��:'� ril-Igt"�tNLti ✓�(�(it�Nl� itrll�C-1tl7GO S L3LT- 4 N3f.�VJ Sq. Ft./LF SW S.F. Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ Ju/ Don OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE �(OWA(ERCONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: 1)A\( I I I A 0 (t ic) SIGNATURE: _ DATE: ?i I DEPARTMENT USE ONLY ZONING COMMMENTS:_ _ OCCUPANCY CLASSIFICATION: Reviewer: � v/ S � G✓L v C _ BUILDING DEPARTMENT COMME TS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer:PI `�O 3111 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District [IReceived ElNot Required Building Division Valuation: $ 5-01 "`"' City of Wh6at I�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �Lq_t) Lk) TL/-Q_Permit #: General Contractor: � ,) ri S Electrical Sub -Contractor -- --- Company Name: _)OLAWS \ Phone #: �o 5- Loc,1 —y3 2�j State License #: i 0 b 0 o V Master #: ? 40 7 6 Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of W heat fioge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 7230 W. 28th Avenue Permit Number: 201900211 Approval of this building permit is subject to the following conditions and notes: 1) The maximum allowable slope is 4:1 (especially close to property boundaries) due to vegetation, stabilization (erosion control) and future maintenance concerns. 2) Features such as swales and flow patterns to follow historic drainage patterns per Colorado water law. 4) Direct roof drain downspouts as shown to protect adjacent properties from stormwater runoff. lic improvements, such as vertical curb, gutter and 5' wide sidewalk are re d-fa4� this property per f Ordinances, Section 26-417 E. l .d. As improvements do not exist on adjacent properties, t e n of t re improvements is judged to be impractical. The City, therefore, re e ow fees in lieu of construction. An estimate of costs is on the attached FEE CALCULATIO ET, to be co R to the issuance of the Building Permit. 6) A ROW Construction Permit is required prior to the commencement of any work in public ROW. Contact Public Works at 303-235-2861. Utility relocations to be coordinated with appropriate franchised utility company. NOTE: APPLICANT RE -SUBMITTED APPLICATION WITH REDUCED SCOPE OF WORK, EFFECTIVELY ELIMINATING REQUIREMENT FOR PUBLIC IMPROVEMENTS. THEREFORE, FEES IN LIEU OF CONSTRUCTION WILL NOT BE REQUIRED AT THIS TIME. MVN 3/19/19 CONDITIONS OF APPROVAL - II - 7230 W 28th Ave. City of SINGLE FAMIL YIDUPLEX 'I heat e ' tiiic woozKs BUILDING PE"IT A PPLIC',4 7'I®1V RE VIEW Date: J Ea6?! ,20L1 Location: 72 3 b W, - Y—p AVr-- ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a _ L40A/l� located at the above referenced address. Please note the comments checked below.— 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK refer to 2. / Public Improvements required & to be completed with project: stipulations. a. street paving/patching: — Yes --� No b. curb & gutter: Completed c. sidewalk. Yes -�-- NO Completed �d. Other (specify).: - N° Completed ��� _Yes — No Completed 3. Does all existing roadway/alley R.O.W. meet the standards of the City: Z Yes No If not, what is required? If R.O.W. is required, has the deed been received: — Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved Prior to issuance of the Certificate of Occupancy. f 4. kl- APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. — I, , -� I - 1 / FEE 2019 Signature Mark Van Nattan Date 5. . NOT APPROVED: The Public Works Department has reviewed the submitted material and does not C approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations:,Ar,ta,s��--t t 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 FEE CALCULATION WORKSHEET Project: Address: Description CURB, GUTTER AND SIDEWALK 1 ) cavation & Embankment Earthwork - rough grade - 7.5' wide Earthwork - fine grade - 7.5' wide 2 Recondit*ning Reconditioning & proofrolling - 7.5' wide 3 Sidewalk Concrete sidewalk - 6" thick and 5' wide 4 Curb & Gutter \ Vertical curb & gutter' Total cost per linear foot 5 Excavation & Embankment Earthwork - rough grade Earthwork - fine grade 6 Reconditioning Reconditioning & proofrolling 7 Concrete Concrete pavement -6" thick T h Date: M By: Quantity Unit Unit Cost Item Cost 0.83 SY $ 6.66 $� 5.55 0.83 SY $ 4.33 4.33 3.61 0.83 SY $2.87 $ $ 2,39 79.77 0.56Y S $` 52.34 $ 29.08 $ 1,868.72 1 LF,-- $ 25.00 $ 25.00 $ 65.63 2.7.78 SY $ 6.66 $ 184.94 27.78 SY $ 4.33 $ 120.18 27.78 SY $ 2.87 $ 79.77 27.78 SY $ 67.27 $ 1,868.72 2,253.60 FRONTAGE LENGTH Leno of Sidewalk 49.0 LF Leng of Curb and Gutter 75.0 LF t'1,0al Frontage Length 75.0 LF N� Cost of sidewalk oIh $ 1,802.04 Cost of curb and gutter" `$ 2,163.87 Cost of Drive Cut $ 2,253.60 Mv� Total Cost of curb, gutter and sidewalk and Drive Cut $ 5;2,19.51 Note: The frontage length is taken from the Site Plan by MD Engineering, LLC, dated 10/29/18. Fee Calculation 7230 W 28th Harris Residence.xlsx City of" Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits M-ci.wheatridge.co.us FOR OFFICIE USE ONLY Date: Oq q 1 Plan/Permit #A01 100 —1 1 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -42.-3 o YJ 2,5,z,_+ Ave ; W rtz A—, p-Iac, Property Owner (please print): 't> A J I b L E M i Ly [-fpr (74-15 Phone: Property Owner Email: In o `rs�yv)Q-; I . c n W1 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: W H I T -T E N n t S 1 C) N c'1( -i) LLP .- V-A P --L iW li ITr t; M Architect/Engineer E-mail: W .b is @ W I+ I r i F N .b h- � owl Phone: 0; q L4 � Zs i S Contractor Name: City of Wheat Ridge License M Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): 16\111) N 6 rpt 1; Phone: .5 vg - i, 4 .Z+ I CONTACT EMAIL(p/ease print): Inm rormC'.COM 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. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Ibisep-1'\IC1.:J UI= WC►-1<<0C0NSi�LLLt:r Ero—,(,%►^'Aq WJcl-,iiZ -<J Fryc40t PATI 1O,(-1) EAtF,STOQIcn 19cHf cin p'Ai,c 'Tu A?'Tv�cH iT iG DAAr EXISTINh RGtylEit t�J'�Tn�LT etN uPFrR :ev i� �}fJ TO r^ GF ExISt IIQC-1+ Pr�G�; �<a �i14f lit 1C T;V17 �1 Pr 1�176uY11 ; �A-rI-k(1" � CkP v; usc- +� fttr �u>z(�rN" rtovtc cw.re(tS Is T 14 P�- t01& -V -{'- `JINL�LP Frlvvllt`I aw�L.�INi WHICH 1S � 1 �e5tt�rNc4 F(Lu°G,E'tb u5i (�f'('t�T rfu+n< 0V1INe(6 NiL erN�iNtlt WV.N6 IN 7-44t itbM0 ft5 AC PPIWI " 12ESi�Fvtr -FT: Q'Av—U-N7 _ n 1�5o y.r. ; FsGPitnD, 'L23 `� r. zGNJl�loi��� �cncr 3c't) �,r, �,r4(t4ii�c 6'ba'�'6 �a2 5• t. i.1�%11vq S� i4� c Ct3�3 iSi' t,r T1ic C�g2���c) i✓XlSiI,t-, C o N iT-10IIJL> :G`�C� ytIEP: rACC't4rtN.C, L,= N£N :t IEAT1NL-)/COt::INN sPt.i'T S'iS'T-t✓N' M t T AteNT) Ett'CT{nIC✓I�_ ; IE IN Tb 're"rSTIN"I 2,6-b'.'tmP ftlsft, PL.Arti3it- La = TIC 7N-0 'X "SII"C, Sq. FULF `1 ' s. - BTUs v O Gallons Amps .} 5 Squares For Solar: KW of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 1 *15,-1 000 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ONTR�CTOR) A/UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) i na u (first and las Dame):' M G� _ DATE: Printed Name: .,A V I D IA A C -(—'l ') DEPARTMENT USE ONLY ZONING COMMMENTS: ��t,QE( R-2 _ e'CX � OCCUPANCY CLASSIFICATION: P-13 CONSTRUCTION TYPE: Reviewer: 16 BUILDING DEPARTMENT COMMENTS: EP Reviewer: r" � 'NT2 71� 7—IZA1 APPebio w) � f' pr PUBLIC WORKS COMMENTS:J\IAL Reviewer./ VJ V'M I OaD 2`12/JG% c1*LI Building Division Valuation: ZoNcc7lt City of Wheat jd e COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that 1, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): ; jI) i✓ 01 L,-4 94ZIS Project Property: Iz-71 Q vel 242" A\i:= , wRFA'T P-4.6 Q r ; U) nn:&; State of Colorado } County of 7�4�01 ss S -1 - The foregoing instrument was acknowledged by me this day of 201 by My Commission Expires U �{/201,6 Notary Public BRYAN CHASE BARGSLEY Notary Public State of Colorado Notary ID 20164012883 My Commission Expires Apr 4, 2020 zGlq�07// Improvement Location Certificate 1f j /O.UU e a WEST 28T+4 AVENUE 7230 WEST 28TH AVENUE DAVID HARRIS LEGAL DESCRIPTION PROVIDED BY: JEFFERSON COUNTY ASSESSOR; LOT 7, WELLMAN'S RESUBDIVISION, COUINTY OF JEFFERSON, STATE OF COLORADO. I hereby certify that this improvement location certificate was prepared for DAVID HARRIS; THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS INALID ONLY FOR USE $f DAVID HARRIS; LAND DESCRIBES THE PARCEL`S APPEARANCE ON 7-31-2018. 1 further certify that the improvements on the above described parcel on this date, 7-31-2018, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there ore no encroachments upon the described promises by improvements on any adjoining Z promises,oeor except a n mdicated, and that there is no apparent evidence or sign of any easement = 9 g any part of said parcel, except as noted. Merle R. Hoos, PLS 38046 For and on behalf of American West Land Surveying Co. A Colorado Corporation 1-P0"'�u 0- FOUND PIN. 0 0 X - FENCE LINE. `d TIES SHOWN TO NEAREST FOOT 0 - CONCRETE. Land Surveying Co. DRAWN BY: MRH FIELD: MRH JOB:18-322 A Colorado Carporaxon PO Box 129. Brighton. CO 80601 is P:303-659-1532 Fe303-6S5-0575 • „—e+re Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 7,-L 3 o W 2 %-1 AVQ__ Zoning Lot Size: '- - I I --V6 sq. ft Property in the flood plain? 1 V Subdivision: (AJW1"4 s Lot Width: \" ft. If yes, notify PW Floodplain Administrator, and add surveying condition FLD _ Any conflict? (Y/N) ' " Related Cases: Type of project (applicable survey conditions in parenthesis): foundation:At permit, we need: Survey at CO: ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodpl m (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if w/in 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: 40 % "4) 1 0 q- sq. ft. Existing Improvements (footprints): I Proposed Improvements (footprints): �aQ� 'e�6v House: sq. ft. House/addition: 300 -' 2' sq. ft. �^ Shed: sq. ft' Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % Proposed+Existing Lot Coverage ,,.-Z-5 . sq. ft Required Setbacks: FR 'Z,S S 5 S 10 R (y 41?1 l 70a4.Q5 Provided Setbacks: FR 'L.6, -S t S-6 S Ni&t R —MIA k^p +d 9" For additions or new construction, is the structure within 2 feet of minimum setbacks? ` tJ If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height :v,- 22' 4'oAft�� Proposed Size: �— sq. ft. Does the bulk plane apply? (Y/N) �i If yes, does it meet on all sides (Y/N): FR S S 1� (See 26-642 and 26-120.C.1 – applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. —N'0 VV_V'F PA -10L l LAti') t45_ M Rev. 09/2017 Streetscape Conditions � z Does the permit result in any of the following conditions? 2 ❑ Construction of new roads ❑ P1a ting of new lots ❑ New development ditions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area 2_� - existing floor area /existing floor area �d = % increase If any box above is checked... V'_v For SF/DUPLEX—Is there existing *6 rb Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) 0 iwvW ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Lands,caping Conditions (apply to additions and new dwelling units) IFor one -and two-family dwellings, one tree for every 70 feet of street frontage is required. ?1_1 Frontage of lot q5 - width of driveway\ () __J / 70 = ' (round up for required trees) Street trees required: Street trees provided: 2-4 i ?V_W�OQ ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit XNot approved as an independent dwelling unit. �O19 �UZI� z: City of W hcat iclge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required j agency will not be accepted or processed. Date: 2/ 1I Project Address: 11'5o inJ 2g - q I l�- 21at,r`. , r p Name of Firm/Individual submitting documents: h 1j( I % I+ ft 2RhS Project Type/Description: (DCt la r►Nt, a Ni�,,\) t: kyj v vial Aq copST(LucT ani "j, I-noN 00 -%? 0-F_. PJA���z N� 1, t3. - -t _ ft O to Signature of Firm Representative or Individual: a ftT4 F -0v 3Ol'-UgI-24- 13 DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, 6%U W "ky'5 , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District A0 Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: iLeA55 Rhe lb -t 4c /t779c REo ,4vATLAuLt-,,TY _ t- 'h"Er2 oA-rsD 120 vi .._. 12LL LES ,.3T/-> �F�kn 7'tatiS � /fNb vo4►2aS vF r' pf O r-rr p-rcf T- A4t -ir Pig AD l4egoo TO AT AL.L tJ snF-S. Signature: gx Jo -f _ Date: Z 1 (Agency Representative) �j i , Co,arsuc.,�o- C.trV &)I� 60211 MARTIN/MARTIN C ON SU LT ING ENGINEERS February 13, 2019 David Harris 303-641-2713 Email: harrisdp83@gmail.com Re: Wheat Ridge Sanitation District — 7230 W. 28th Ave. — Proposed Addition Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Harris., On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received February 4, 2019, concerning a proposed addition at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running west to east, north of the referenced property within 28th Street. • 8 -inch mainline running west to east, south of the referenced property between the houses. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. Utility Locates It is the developer's responsibility to provide the District, through Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Senate Bill 18-167 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates physical contact and survey of the existing utility at crossings. All projects must meet Senate Bill 18-167 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Proposed Addition If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Please provide a letter from the water service provider with a determination of water meter size. Any questions regarding this document, please contact us at (303) 431-6100. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District — 7230 W. 28th Ave. — Proposed Addition February 13, 2019 Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 City of bat c City of Wheat Ridge Municipal Building 7500 W. 29ih Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT ]REVIEW FEES Date: _ / / �� 2 / 9 Location of Construction: P, Purpose of Construction: Single Family Commercial Multi -Family IDevelmment Review Processing Fee. ................................................ $100.00 (Required of all projects for document processing) $ , ° ------------- Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Muld-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals) :.......................... $600.00 $ ® Traffic Impact Study Review Fee: �— (Fee includes reviews of the I" and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ o O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal not been made to the civil documents or the Traffic Study as requested by staff, further reviews changes have of the Application to the following Resubmittal Fees: will be subject ® Resubmittal Fees: 3'd submittal (%i initial review fee) :.................................................... $300.00 $ 4't' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 (Full initial review fee) $® T'OT'AL REVIEW FEES (due at time of Building Permit issuance): � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. �A k"xi -ia hoolf idgu.co us Rev 12/12 I�City of Yl6,a-t -.2-r400OrlJ8i1C WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: // 1:::�P 20/9ADDRESS: 7Z.;20 (6Z, 28 L/e Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.0 s Rev 2/08 Troy Dicker From: Troy Dicker Sent: Wednesday, February 27, 2019 2:37 PM To: 'harrisdp83@gmail.com'; Randy Slusser; Scott Cutler; Mark Van Nattan; Lagenia Reimer; Kimberly Cook Subject: 7230 W 28th Ave., Plan/permit # 201900211 David, Good afternoon. As per our last conversation, I did receive the attic insulation test results for asbestos. I wanted to touch base and see if any additional samples will be submitted, and where you are with the process. Please get back to us with an update at your earlies convenience. Thank you! Troy Dicker, Building Inspector, Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us !9!J 959 za 4 City cif COMMUNITY DEVELOPMENT Troy Dicker From: Troy Dicker Sent: Thursday, February 14, 2019 2:01 PM To: 'harrisdp83@gmail.com' Cc: Kimberly Cook; Randy Slusser; Scott Cutler; Mark Van Nattan Subject: 7230 W. 28th Ave., Plan/permit # 201900211 Attachments: ASB GENERAL INFO.PDF David, Good afternoon. During review of your plan submission for the addition/pop-top for the garage, it was noticed that the asbestos report did not do testing of any materials in the existing roof area, or of any construction mastics or possible additional locations or materials listed in the attached handout for the Colorado Department of Health & Environment. The submitted asbestos report also does not specify which walls were tested. Due to the demolition work for this project, the asbestos report will need to include samples from these areas. We will also require proof of state issued demolition permit before being able to process the Wheat Ridge building permit. Please be advised, I may have additional questions during the plan review process, but as of now, this is my only major concern. Feel free to contact me with any questions. Troy Dicker, Building Inspector, Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us ® City -L)f r heat _l 09 - 'CommuNITY DEVELOPMENT BID ITEM 6' DRIVEWAY WIDTH SHOWN ON PLANS 6, t♦� B DRIVEWAY l WING (TYP.) SLOPE VARIES VAR ES r CONCRETE SIDEWALK A zz zizi zz zi A SIDEWALK WIDTH 12:1 SHOWN ON PLANS 12:1 B CONCRETE C AND GUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 3 U r s y O v y 6' 14 6 (match V existing) PAY AREA 6' DRIVEWAY WIDTH 6' TRANSITION SHOWN ON PLANS TRANSITION DRIV 4" 6" 4" WIN( CONCRETE SIDEWALK CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS 6" 6" CURB & GUTTER VARIES y 2� DRIVEWAY (BY OTHERS) SECTION B -B NOTES I. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER. CONCRETE CURB & GUTTER I:IV TYPE 3 ISOMETRIC VIEW Computer File Information Sheet Revisions Colorado Department of TransportationCURB GUTTERS STANDARD PLAN NO. Creation Date: 07/04/12 Initials: DD Date: Comments 4201 East Arkansas Avenue > > Last Modification Date: 07/04/12 Initials: LTA R -X R -X )0 T ����� Denver Colorado 80222 Phone: (303) 757-9083 AND SIDEWALKS M-609-1 Full Path: www.coloradodot.info/business/designsupport dlf�H Fax: (303) 757-9820 Drawing File Name: 609010404.dgn R -X Project Development Branch DD/LTA Issued By: Project Development Branch on July 4, 2012 Sheet No. 4 of 4 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R -X z�l9oa21� S077 LOGIC January 7, 2019 David & Emily Harris 7230 West 28th Avenue Wheat Ridge, Colorado 80033 Attn: Mr. David Harris Re: Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence & Detached Garage Lot 7, Wellman's Resubdivision 7230 West 28th Avenue Wheat Ridge, Colorado Soilogic Project # 18-1363 Mr. Harris: Soilogic, Inc. (Soilogic) personnel have completed the geotechnical subsurface exploration you requested for the proposed additions to the existing residence located at 7230 West 28th Avenue in Wheat Ridge, Colorado. The results of our subsurface exploration and pertinent geotechnical engineering recommendations are included with this report. We understand the proposed additions will include enclosing the front steps/porch to the existing residence, the construction of a new garage addition connecting the existing detached garage to the residence and a pop -top second -story addition spanning the new garage and existing detached garage areas. Foundation loads for the additions are expected to be relatively light, with continuous wall loads less than 3 kips per lineal foot and individual column loads less than 50 kips. Small grade changes are anticipated to develop finish site grades in the area of the proposed addition. The purpose of our exploration was to describe the subsurface conditions encountered in the completed site boring and develop the test data necessary to provide recommendations concerning design and construction of the addition foundations and support of floor slabs and exterior flatwork. The conclusions and recommendations outlined in this report are based on results of the completed field and laboratory t ng and our experience with subsurface conditions in this area. ON" CA �rea��`a9e Soilogic, Inc. �c►g 3522 Draft Horse Court • Loveland, CO 80538 • (970) 535-6144 8°'� Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28h Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 2 SITE DESCRIPTION The proposed additions will be constructed on the north and east sides of the existing residence and to the north of the detached garage situated on Lot 7 of the Wellman's Resubdivision, located at 7230 West 28th Avenue in Wheat Ridge, Colorado. We understand the existing residence is a single -story structure constructed over garden level/ daylight basement, while the detached garage is a single -story structure constructed with a slab -on -grade floor. We anticipate both structures are supported by some type of spread footing foundation. We understand the proposed additions will include enclosing the front steps/porch to the existing residence, the construction of a new garage addition connecting the existing detached garage to the residence and a pop -top second -story addition spanning the new garage addition and existing detached garage areas. At the time of our site exploration, most of the proposed construction area contained existing exterior flatwork and other landscaping improvements and was relatively level. The maximum difference in ground surface elevation across the addition footprint was estimated to be on the order of two (2) feet or less. EXPLORATION AND TESTING PROCEDURES To develop subsurface information in the area of the proposed addition, one (1) soil boring was extended to a depth of approximately 15 feet below present site grade as near to the approximate porch enclosure addition footprint as site access would allow. The boring location was established in the field by Soilogic personnel by pacing and estimating angles and distances from identifiable site references. A diagram indicating the approximate boring location is included with this report. The boring location should be considered accurate only to the degree implied by the methods used to make the field measurements. A graphic log of the auger boring is also included. The test hole was advanced using 4 -inch diameter, continuous -flight auger powered by a truck -mounted CME -45 drill rig. Samples of the subsurface materials were obtained at regular intervals using California barrel sampling procedures in general accordance with ASTM specification D-1586. Penetration resistance measurements were obtained by driving the standard sampling barrel into the substrata using a 140 -pound hammer falling a distance of 30 inches. The number of blows required to advance the sampler a dista a City of Wheat fudge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28' Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 3 of 12 inches is recorded and helpful in estimating the consistency or relative density of the soils encountered. In the California barrel sampling procedure, lesser disturbed samples are obtained in removable brass liners. Samples of the subsurface materials obtained in the field were sealed and returned to the laboratory for further evaluation, classification and testing. The samples collected were tested in the laboratory to measure natural moisture content and were visually and/or manually classified in accordance with the Unified Soil Classification System (USCS). The USCS group symbols are indicated on the attached boring log. An outline of the USCS classification system is included with this report. As part of the laboratory testing, a calibrated hand penetrometer (CHP) was used to estimate the unconfined compressive strength of essentially -cohesive specimens. The CHP also provides a more reliable estimate of soil consistency than tactual observation alone. Dry density, Atterberg limits, -200 wash and swell/consolidation tests were completed on selected samples to help establish specific soil characteristics. Atterberg limits tests are used to determine soil plasticity. The percent passing the #200 size sieve (-200 wash) test is used to determine the percentage of fine-grained materials (clay and silt) in a sample. Swell/consolidation tests are performed to evaluate soil volume change potential with variation in moisture content. The results of the completed laboratory tests are outlined on the attached boring log and swell/consolidation test summaries. SUBSURFACE CONDITIONS The materials encountered in the completed site boring can be summarized as follows. A thin mantle of vegetation and topsoil was encountered at the surface at the boring location. The vegetative soil layer was underlain by dark brown/brown lean clay with varying amounts of sand. The lean clay varied from medium stiff to stiff in terms of consistency, exhibited no swell potential at in-situ moisture and density conditions and extended to the bottom of boring at a depth of approximately 15 feet below present site grade. The stratigraphy indicated on the included boring log represents the approximate location of changes in soil types. Actual changes may be more gradual than those indicated. 1010 city d Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28' Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 4 Groundwater was measured in the completed site boring at a depth of approximately 9 feet below ground surface when checked immediately after drilling. When checked three (3) days after drilling, groundwater was measured at a depth of approximately 8'/z feet below ground surface. Groundwater level information is indicated in the upper right-hand corner of the attached boring log. Groundwater levels will vary seasonally and over time based on weather conditions, site development, irrigation practices and other hydrologic conditions. Perched and/or trapped groundwater conditions may also be encountered at times throughout the year. Perched water is commonly encountered in soils overlying less permeable soil layers and/or bedrock. Trapped water is typically encountered within more permeable zones of layered soil and bedrock systems. The location and amount of perched/trapped water can also vary over time. ANALYSIS AND RECOMMENDATIONS General Careful observation of the exposed foundation bearing materials should be completed at the time of construction to ensure all footing foundations will be supported on similar natural, undisturbed materials with suitable strength and low swell potential. Care should be taken during excavation to avoid disturbing those soils providing support to the existing residence footing foundations (extending down at a 1:1 slope from the bottom edges of the footings). Undocumented fill soils are expected to exist adjacent to the residence basement foundation wall in a portion of the addition area. Undocumented fill soils would not be considered suitable for support of any site improvements. Extending footing foundations to bear on natural, undisturbed lean clay with no to low swell potential at greater depth, designing the addition foundation walls to span the existing backfill zone or performing overexcavation/backfill procedures to redevelop controlled and compacted fill beneath footing foundations in this area could be considered. city of Wheat Ridge Diviso Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28`h Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 5 Demolition and Site Development We understand the existing exterior flatwork and other associated site improvements will be removed from the site prior to construction of the proposed addition. Within the proposed addition and exterior flatwork areas, all existing foundations, floor slabs and any other site improvements should be completely removed. Care will be needed to ensure all in-place fill/backfill materials associated with the existing residence are also completely removed at this time. In addition, all tree root systems and dry and desiccated soils associated with the tree root systems (if any) should be completely removed from within the area of the proposed addition and beneath exterior flatwork. The depth and extent of required removal can best be established at the time of excavation through openhole observation. If/where required, the excavated/removed materials should be replaced as controlled and compacted fill as outlined below. After stripping and completing all cuts and removal procedures, and prior to placement of any new fill/backfill or flatwork concrete, we recommend the exposed subgrade soils be scarified to a depth of 9 inches, adjusted in moisture content and compacted to at least 95% of the materials standard Proctor maximum dry density. The moisture content of the scarified soils should be adjusted to be within the range of t2% of standard Proctor optimum moisture content at the time of compaction. If some backfilling of the removal area excavation is required, we recommend the excavation be continuously benched during backfilling in order to reduce the potential for development of a shear plane between the natural site soils and controlled backfill. Fill and removal area backfill soils required to develop the site should consist of approved, low -volume -change (LVC) soils free from organic matter, debris and other objectionable materials. Based on results of the completed laboratory testing, it is our opinion the natural site lean clay could be used as fill and backfill provided the proper moisture content is developed in those materials at the time of placement and compaction. If required, imported soils should consist of approved LVC and relatively impervious soils free from organic matter and debris. Site fill and backfill should contain a minimum of 25% fines in order to reduce the ability of those materials to pond and transmit water. Suitable fill and backfill soils should be placed in loose lifts not to City of Wheat Ridge ilding Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28°i Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 6 exceed 9 inches thick, adjusted in moisture content and compacted as recommended for the scarified soils above. Care should be taken to avoid disturbing all subgrade soils prior to placement of any overlying improvements. Soils which are allowed to dry out or become wet and softened or disturbed by the construction activities should be removed and replaced or reworked in place prior to concrete placement. Foundations Based on the materials encountered in the completed site boring and results of laboratory testing, it is our opinion the proposed lightly -loaded residence and garage additions could be supported by continuous spread footing and isolated pad foundations bearing on natural, undisturbed lean clay with low swell potential. For design of footing foundations bearing on natural, undisturbed, medium stiff lean clay, we recommend using a maximum net allowable soil bearing pressure of 1,000 psf. In evaluation of existing footing foundations subjected to additionally -imposed loads resulting from the proposed pop -top second -story addition, a maximum net allowable soil bearing pressure of 2,000 psf could be used. Exterior footings shall be placed a minimum of 30 inches below finished adjacent exterior grade to provide frost protection. We recommend formed strip footings have a minimum width of 12 inches and isolated pad foundations have a minimum width of 24 inches in order to facilitate construction and reduce the potential for development of eccentrically loaded footings. Actual footing widths should be designed by a structural engineer. For design of footing foundations and foundation walls to resist lateral movement, a passive equivalent fluid pressure value of 250 pcf could be used. The top 30 inches of subgrade could be considered a surcharge load but should not be used in the passive resistance calculations. A coefficient of friction of 0.35 could be used between foundation and floor slab concrete and the bearing soils to resist sliding. The recommended passive equivalent fluid pressure value and coefficient of friction do not include a factor of safety. Cay d Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28th Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 7 Care should be taken to ensure the addition foundations will not be supported on any disturbed or low -strength soils or previously placed backfill soils associated with construction of the existing residence. Soilogic estimates settlement of new spread footing foundations designed and constructed as outlined above and resulting from the assumed structural loads would be less than I inch. With the additional loads imposed on existing footing foundations, some additional settlement of those footings will occur subsequent to construction of the pop -top addition. Assuming typical residential construction footing widths, we estimate additional settlement of the existing footing foundations of 1/2 inch or less will occur subsequent to construction as a result of the additionally -imposed loads. Some differential settlement should be anticipated between the existing and any newly -constructed footings. An allowance for some differential movement should be included in design. Similarly, some differential settlement should be expected between existing footing foundations not subjected to additionally -imposed loads and those that are subjected to additionally - imposed loads. Based on the subsurface conditions encountered and uniform loading anticipated, we expect differential settlement across the existing structure would be limited to V2 inch or less. Even limited differential settlement can result in some cosmetic distress to existing residence finishes and some repair efforts may be required subsequent to improvement construction and loading. Soilogic recommends the existing foundation system be evaluated by a qualified structural engineer prior to design and construction of the second -story addition. If it is determined the residence or garage are not supported by spread footing foundations, alternative methods for support of the proposed additions may be required. Existing basement walls in the residence could be subjected to additional horizontal loading from adjacent shallower -bearing footing foundations from the garage addition. We recommend the existing below grade walls in the addition area be evaluated by a structural engineer to ensure they will be able to withstand additional lateral earth pressures imposed by foundation surcharges. city of Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28" Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 8 Floor Slabs & Exterior Flatwork The addition floor slab and exterior flatwork could be supported directly on reconditioned lean clay with no to low swell potential and/or properly moisture conditioned and compacted fill or overexcavation/backfill soils (iFwhere required) developed as outlined in the "Demolition and Site Development" section of this report. Care should be taken to maintain the proper moisture content and avoid disturbing all floor slab/flatwork subgrade soils prior to concrete placement. The exposed floor slab/ flatwork subgrade soils should not be left exposed for extended periods of time. in the event that the subgrade soils are allowed to dry out or if rain, snowmelt or water from any source is allowed to infiltrate those materials, reworking of the subgrade soils or removal/ replacement procedures may be required. Floor slabs should be designed and constructed as floating slabs, separated from foundation walls, columns and plumbing and mechanical penetrations by the use of block outs or appropriate isolation material. Additionally, we recommend all addition partition walls supported above slabs -on -grade be constructed as floating walls to help reduce the potential for differential slab -to -foundation movement causing distress in upper section of the residence and/or addition. A minimum 1'/2 -inch void space is recommended beneath all floating walls. Special attention to door framing, drywall installation, stair systems and trim carpentry should be taken to isolate those elements from the floor slab, allowing for some differential floor slab -to -foundation movement to occur without transmitting stresses to the overlying structure. Depending on the type of floor covering and floor covering adhesive used in finished slab -on -grade areas, a vapor barrier may be required immediately beneath the floor slabs in order to maintain flooring product manufacturer warranties. A vapor barrier would help reduce the transmission of moisture through the floor slab. However, the unilateral moisture release caused by placing concrete on an impermeable surface can increase slab curl. The amount of slab curl can be reduced by careful selection of an appropriate concrete mix; however, slab curl cannot be eliminated. We recommend the owner, architect and flooring contractor consider the performance of the slab, in conjunction with the proposed flooring products to help determine if a vapor barrier will be required% �� City oQ Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28h Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 9 and where best to position the vapor barrier in relation to the floor slab. Additional guidance and recommendations concerning slab -on -grade design can be found in American Concrete Institute (ACI) section 302. Exterior flatwork will experience some movement subsequent to construction as the subgrade soils increase in moisture content. Based on results of the completed field and laboratory testing, we expect the amount of movement of exterior flatwork supported on reconditioned natural site soils and/or properly placed and compacted fill and/or removal area backfill would be limited. If undocumented fill is encountered in exterior flatwork areas, overexcavation/backfill procedures could be considered to reduce the potential for total and differential movement in these areas. Care should be taken to ensure exterior flatwork is designed to provide positive drainage away from the residence and addition and that positive drainage is maintained throughout the life of the proposed improvements. Drainage Positive drainage is imperative for satisfactory long-term performance of the proposed addition and associated site improvements. We recommend positive drainage be developed away from the addition during construction and maintained throughout the life of the site improvements, with twelve (12) inches of fall in the first 10 feet away from the residence and addition. Shallower slopes could be considered in hardscape areas. In the event that poor or negative drainage develops adjacent to the residence or addition over time, the original grade and associated positive drainage outlined above should be immediately restored. Care should be taken in the planning of landscaping to avoid features which could result in the fluctuation of the moisture content of the foundation bearing and/or flatwork subgrade soils. We recommend watering systems be placed a minimum of 5 feet away from the perimeter of the site structure and be designed to discharge away from all site improvements. Gutter systems should be considered to help reduce the potential for water ponding adjacent to the building with the gutter downspouts, roof drains or scuppers extended to discharge a minimum of 5 feet away from structural, flatwork and city of Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28`h Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 10 pavement elements. Water which is allowed to pond adjacent to site improvements can result in unsatisfactory performance of those improvements over time. GENERAL COMMENTS This report was prepared based upon the data obtained from the completed site exploration, laboratory testing, engineering analysis and any other information discussed. The completed boring provides an indication of subsurface conditions at the boring location only. Variations in subsurface conditions can occur in relatively short distances away from the boring. This report does not reflect any variations which may occur across the site or away from the boring. If variations in the subsurface conditions anticipated become evident, the geotechnical engineer should be notified immediately so that further evaluation can be completed and when warranted, alternative recommendations provided. The scope of services for this project does not include either specifically or by implication any biological or environmental assessment of the site or identification or prevention of pollutants or hazardous materials or conditions. Other studies should be completed if concerns over the potential of such contamination or pollution exist. The geotechnical engineer should be retained to review the plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. The geotechnical engineer should also be retained to provide testing and observation services during construction to help determine that the design requirements are fulfilled. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with the generally accepted standard of care for the profession. No warranties express or implied, are made. The conclusions and recommendations contained in this report should not be considered valid in the event that any changes in the nature, design or location of the project as outlined in this report are planned, unless those changes are reviewed and the conclusions of this report modified and verified in writing by the geotechnical engineer. city of Wheat Ridge Geotechnical Subsurface Exploration Report Proposed Additions to Existing Residence — Lot 7, Wellman's Resubdivision 7230 West 28th Avenue, Wheat Ridge, Colorado Soilogic # 18-1363 11 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further service to you in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Zach Gordon, E.I. Project Engineer Reviewed by: Aa �p01�91&;, J.Oi #, Y 4471 Darrel DiCarlo, P.E. Senior Project Engineer City of Wheat Ridge JANUARY 2019 ° PROJECT #18-1363 BARING LOCATION DIAGRAM SO LOGIC WEST '28TH AVtN UZ N NOT TO SCALE ADDITIONS TO EXISTING RESIDENCE - LOT 7, WELLMAN'S RESUBIVIS��Cage I 7230 WEST 28TH AVENUE, WHEAT RIDGE, COLORADO ADDITIONS TO EXISTING RESIDENCE - LOT 7, WELLMAN'S RESUBDIVISION 7230 WEST 28TH AVENUE, WHEAT RIDGE, COLORADO Project # 18-1363 January 2019 SO!' LOGIC LOG OF BORING B-1 Sheet 1/1 IlDrilling Ri : CME 45 Water Depth Information Start Date 12/18/2018Au er Type: 4" CFA DuringDrilling9.0' Finish Date 12/18/2018 Hammer Type: Automatic _ After Drilling 9.0' Surface Elev. - Field Personnel: JL / BM —3 Days After Drilling 8.5' tq N SOIL DESCRIPTION Dept (n) `m E "N" MC (°fo) DD (PC') Estimated q (psf) % Swell @ 500 psi Swell Pressure (psi) Atterberg Limits LL P{ % Passing # 200 Sieve 0 - 6" VEGETATION & TOPSOIL t 2 3 CS 17 20.3 102.6 4500 None 4500 4 5 CS 16 23.8 98.2 2500 None <500 37 18 84.2% 6 CL LEAN CLAY with varying 7 amounts of SAND - dark brown/brown 8 medium stiff to stiff - 9 10 CS 11 19.9 109.5 9000+ None <500 11 12 13 14 15 CS 6 18.6 111.8 9000+ BOTTOM OF BORING @ 15.0' - 16 17 18 19 20 21 22 23 24 City of 25 Rid,,,,, - e ADDITIONS TO EXISTING RESIDENCE - LOT 7, WELLMAN'S RESUBDIVISION 7230 WEST 28TH AVENUE, WHEAT RIDGE, COLORADO Project # 18-1363 January 2019 SWELUCONSOLIDATION TEST SUMMARY 12 10 8 • 6 3 H am 4 2 0 _2 -4 c 0 v -6 0 0 c 0 v -8 -10 -12 10 100 1000 10000 100000 Applied Load (psf) Sample ID: B-1 @ 2 Sample Description: Dark Brown/Brown Sandy Lean Clay (CL) (Swell Onlv) Initial Moisture 20.3% Liquid Limit - Final Moisture 22.0% Plasticity Index - % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pcf) 102.6 ADDITIONS TO EXISTING RESIDENCE - LOT 7, WELLMAN'S RESUBDIVISION 7230 WEST 28TH AVENUE, WHEAT RIDGE, COLORADO Project # 18-1363 January 2019 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 6 co aR 4 2 0 -2 Wr Aq Idec C O W -6 O w C 0 v -8 ale -10 -12 10 100 1000 10000 100000 Applied Load (psf) Sample ID: B-1 @ 9 Sample Description: Brown Lean Clay with Sand (CL) Initial Moisture 19.9% Liquid Limit - Final Moisture 18.2% Plasticity Index - % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pcf) 109.5 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu a 4 and 1 s Cc s 3E GW Well graded gravel' More than 50% retained More than 50% of coarse Less than 5% fines` fraction retained on Cu < 4 and/or 1 > Cc > 3E GP Poorly graded gravelF on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravelFG " than `12% fines' Fines classify as CL or CH GC Clayey gravelFG" Sands Clean Sands Cu z 6 and 1 s Cc s 3E SW Well graded sand' 50% or more of coarse Less than 5% fines' fraction passes Cu < 6 and/or 1 > Cc > 3E SP Poorly graded sand' y No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand°"' More than 12% fines' Fines classify as CL or CH SC Clayey sand' Fine -Grained Soils Silts and Clays Inorganic PI > 7 and plots on or above "A" line' CL Lean clay"`"' 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML Sift"m No. 200 sieve Organic Liquid limit - Oven Organic clay"`""" dried < 0.75 OL Liquid limit - not Organic silt"L""° dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clay"`"' Liquid limit 50 or more PI plots below "A" line MH Elastic silt" `" Organic Liquid limit - oven dried Organic clay"L."' < 0.75 OH Liquid limit - not dried Organic Silt" L1 ° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3 -in. (75 -mm) sieve "If fines are organic, add "with organic fines" to group name. B If field sample contained cobbles or boulders, or both, add "with cobbles 1 If soil contains a 15% gravel, add "with gravel" to group name. or boulders, or both" to group name. `Gravels j If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. with 5 to 12% fines require dual symbols: GW -GM well graded "If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with sift, GW -GC well graded gravel with Gay, GP -GM poorly gravel," whichever is predominant. graded gravel with sift, GP -GC poorly graded gravel with Gay. °Sands r If soil contains a 30% plus No. 200 predominantly sand, add with 5 to 12% fines require dual symbols: SW -SM well graded sandy" to group name. sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded ""If sand with sift, SP -SC poorly graded sand with clay soil contains a 30% plus No. 200, predominantly P p y gravel, add "gravelly" to group name. ECu = Dr,/D,o Cc-- (o)2 "PI z 4 and plots on or above "A" line. 16 x Dro oPl < 4 or plots below "A" line. F If soil contains a 15% sand, add "with sand" to group name. PPI plots on or above "A" line. GIf fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. °PI plots below "A" line. 60 For classification of fine-grained soils and fine-grained fraction 50—of coarse-grained soils Equation of "A" - line .J cop (L Horizontal at PI=4 to LL --25.5. then PI=0.73 (LL -20) ' p Equation of "U" -line 0`r Z Vertical at LL=16 to PI -7, G 30 j"- then PI=0.9 (LL -8) V U) 20 ' MH or OH a 10 - — — - Y 4�- C - IML Z ML or OIL 0 ' - -- - - - - 0 10 16 20 30 40 50 60 70 80 90 100 110 nlBuildingDivison LIQUID LIMIT (LL) GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1%" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube — 2.5" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler- 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger CS: California Barrel - 1.92" I.D., 2.5" O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" O.D. California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and sifts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK (CB) (SS) ,(CB) (SS) Relative (CB)ISS) Blows/Ft. Blows/Ft. Consistency Blows/Ft Blows/Ft. Pensi Blows/Ft Blows/Ft Consistency <3 0-2 Very Soft 0-5 <3 Very Loose < 24 < 20 Weathered 3-5 3-4 Soft 6-14 4-9 Loose 24-35 20-29 Firm 6-10 5-8 Medium Stiff 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 11-18 9-15 Stiff 47-79 30-50 Dense 61-96 50-79 Hard 19-36 16-30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAIN SIZE TERMINOLOGY GRAVEL Descriptive Terms of Percent of Maior Component Other Constituents Dry Weight of Sample Particle Size Trace <15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace <5 Non -plastic 0 With 5-12 Low 1-10 Modifiers >12 Medium 11 30+30 High city of eat eat Ridge soIL IF— MIL, Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RE-�`Resew i ors Environmental Inc. T- February 21, 2019 David Harris 7230 W 28th Ave Wheat Ridge CO 80033 Dear Customer, Subcontract Number: Laboratory Report: Project # / P.O. # Project Description: NA RES 428505-1 None Given None Given Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 428505-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 1 CRY Wheat Rld9e 1-866-RESI-ENV www.reilab.com Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 428505-1 Client: David Hams Client Project Number / P.O.: None Given Client Project Description: None Given Date SamDleS Received: February 18. 2019 Effective April 2, 2018 QAQAQCUABU2eservoua Environmental DA Manual.doc Method: EPA 600/R-93/116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: February 21, 2019 Client Lab L Asbestos Content Non Non - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R (off) 1 EM 2253899 A Gray insulation 100 ND 75 25 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100, Denver, Co 80216 Page 1 of 1 Ryan Stiirq Analyst / Data QA 1.866-RESI-ENV —.reilab.com C7►Y of vil Ridge RESERVOIRS ENVIRONMENTAL, INC. 5801 Logan Street, Suite 100 Denver, Colorado 80216 RES 42&5 (303)964-1986 �LJ JVU R. Due Date: Pap I of SAMPLES SUBMITTED BY: PAYMENT METHOD: (LaCxa;MUse Only) Name l 1 O+.w Check Number Cash ( ) Address: 50 TIl MasterCard / AMEX CC Slip#: 720 1L_11nen-1 1�,.r1,sr_ nt Paid 90 i Phone: �{ j- z`) ) Returning Custome k Yes r No Final Data Deliverable Email Address: ern,+•.,l G'�'-`.L•xat,cn -�� Analytical Method: Tumaround: 3 Business Days (Standard) Asbestos: PLM Analysis Price for Asbestos & Metals Analysis: 540,00/1st sample Metals: ) Metals Analysis" Any additional sample(s) after: 320.001ea. Mold: ( ) Mold Analysis" Pnce for Mold: s4-5.001ea..,. v . Meth: Methamphetamine nalysis " Price for Meth: 580.001ea Rush and Priority turnaround times are available on a cash only basis. Priority and Standard samples will be analyzed during normal laboratory hours (hlon - Fri) unless otherwise arranged and specified on the chain of custody. Turnaround times ono include weekends or holidays. Special Instructions: Client Sample Number EM# 1 I t;. 2 3 4 5 6 7 B 4 t9 1t 12 13 14 15 ` Metals, Mold $ Methamphetamine samples received AFTER Spm will not be processed until Sam the following mominct. NLUTIber of rece.:-;f i fuse additional sheets as needed) 7 J Relinquished By: Laboratory Use Only Received 8y Cvtzc pan of n ckdge: _ustody seat upon re+eit,t Date:-, . , 1K_ CI Wheat Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc REII i rs Environmental, Inc. T_ o February 25, 2019 Subcontract Number: NA Laboratory Report: RES 428841-1 Project # / P.O. # None Given Project Description: Proposed Addition to Existing Residence David Harris 7230 W 28th Ave Wheat Ridge CO 80033 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 428841-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs 41r Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. • Sincerely, Jeanne Spencer President P: 303-964-1986 F: 3034774275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 1 1-866-RESI-ENV www.reilab.com m -V o� KOOOOX n m p 3 3 o C/) v o 4 w o 3 S 3 0 0 a "� -0CD m z 5—n o '� 0 i � 00 c m m v 0 u) 3 .. = cn N 0 CCD it c 3: 0 O O 3 m O1 co m v� _ c N A CD O W aw D MmDr O = �. C o v 3 Q o :_ O CL v — � co to CD -V 2? 0< S :2. to �• (D Onj � O1 O O 7� (4 W e v c �CY ic 0 N CD �D N O N ........ n y 7 C 3 N = Z Z e 01 M � v v��� O a-t ai O is O o CD O tn Z _ Ut O o y N 60 n O 3 o T _ 7 6 Z O co M O O o O y N o� KOOOOX M � = = M L v> o C/) v o 4 w o 3 S 3 0 0 a a -0CD m z CA w 3 � 00 c m m m 0 u) 3 .. tD +. Cr N N CCD it _ O O ru m mmm mzvx co nW°0 < m OM1 p N y Q a N OQ 0. < Co N w N DCL 7 y N W N a O t0 m CO O 3 N p Z X M CD 3 '0 tQ N Q pr CD n CD _��z CD 0 z n D CD -+Av CD 3 0 a o <(D a D cCi O y fD N CD D 03 r m I, City Of X CA m O X N m /z X O z E m z D r z n Wheat Ridge 00 mm <<__ B3 m� a= dd O D� obi d [s RESERVOIRS ENVIRONMENTAL, INC. 5801 Logan Street, Suite 100 Denver, Colorado 80216 (303)964-1986 Due Date SAMPLES SUBMITTED BY: RES 428841 RES J Page of _1 (Labora>lory Use Only),. Name r' L GneCK riumoer t:asn address: , j 1S w VISA / MasterCard i AMEX CC Slipl Amount Paid: Conwa Phone: ?,. �}; }t Returning Customer? Yes or No Final Data Deliverable Email Address: Project DescnpbomLocatton QRrPtt�.t� fn '7r'tj 7, c ft fiA�r[c3r1� .��aeviar<tI.CDWI Analytical Method: Turnaround: 3 Business Days (Standard) Asbestos: ( j PLM Analysis Price for Asbestos & Metals Analysis: $40.00/1st sample Metals: ( ) Metals Analysis" Any additional sample(s) after: $20.00/ea Mold: ( ) Mold Analysis" Price for Mold $45 00/ea Meth: ( ) Methamphetamine Analysis" Price for Meth: $80 00/ea Rush and Priority turnaround times are available on a cash only basis Priority and Standard samples will be analyzed during normal laboratory hours (Mon - Fri) unless otherwise arranged and specified on the chain of custody. Turnaround times do not include weekends or holidays. Special Instructions: Client Sample Number Ili T fTU t 'l-, 'tits "U illlllLtr131'--r . I F '1[ it —7' t� EM 9 Metals, Mold & Methamphetamine samples received AFTER Spm will not be processed until 8am the following mominj. umber of samples received L (use addd.onal sheets as needed) Relinquished By: Laboratory Use C Reretved By: Condition of package/custody seal upon tempt Daterrime' Date 71rne aQ i Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RE_ Reservoirs Environmental, Inc. February 24, 2019 David Harris 7230 W 28th Ave Wheat Ridge CO 80033 Dear Customer, Subcontract Number: NA Laboratory Report: RES 425179-1 R Project # / P.O. # None Given Project Description: Proposed Addition to Existing Residence Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 425179-1 R is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President city of Wheat Ridge P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CQ 80216 gyp-W6-RESI-ENV F. 303-477-4275 www.reilab.com Page 1 of 1 T A 'm_ A m umi Q - 3 < v --1 K v C) 0 C) x -I Zfnn (D3 S (D � 7 S1 = MO Cl) — o 4 w - O cy O 3 3 0 0 as a CD C Z m 3 cr r 3 X D X 0 c m CD O O 0 °-' C O 3 C Z O a a : D O z m (D o' m v� Zcr N N C-0m0mzv;u m 0 v CC) D X M > r- C) a m IG)_ c C CL (D (D N CD 7 V wGi C C W la m n 6 LD. 6• m O m m n� CD -0 C 0� x a v (� o' �• o� v (D 3 cn c o vc O �cr CD 3 y CLc O. CD z 'r N p ,-4. O c N ........ n m O m rr M. Z Z e Sl = 0 CL CD 0 O a-1 co O 6 a m (D O N Z O O o N N ca� C) �-iZ O 3 �o o T Z) 6 Z o 3 C O O 7 v --1 K v C) 0 C) x -I (D3 S (D � 7 = MO Cl) — o 4 w - O cy m 3 3 0 0 as a CD C Z (n CD of 3 cr r 3 D X 0 c m CD O W 0 °-' C C N (D a a : D O z r y C-0m0mzv;u m 01 O- C1 O O Q A m C) a m IG)_ c C CL D N CD 7 V wGi G W a W la m n i0 O C O w ' 3 CO) O M x CO) (D 3 O O z CD W N CLc z 'r p (� c v j m rr n 0 CL CD 0 a m m a �-iZ �o n SD CD A 3 0 -{ .00.. m y nCWheat D cCi y o N X W m _O X W m z C 0 z E m z D r z _. RESERVOIRS ENVIRONMENTAL, INC. 5801 Logan Street, Suite 100 Denver, Colorado 80216 (303) 964-1986 RES 425178 RE Due Date A _ r ' 1 Page of SAMPLES SUBMITTED BY: PAYMENT METHOD: (Laboratory use Only) Name Check Number Cash Address. Q 'L 131 VISA MasterCard / AMEX CC Sllp#. U Afh&nt Paid Conrad phone o _�yl.Z }I'aj Returning Customer? Yes or o Final Data Deliverable Email Address: Prolect Descnptron/locahon harr 5 P F 9 Analytical Method: Tumaround: 3 Business Days (Standard) Asbestos: ( ) PLM Analysis Pnce for Asbestos & Metals Analysis $40 00/1st sample Metals: ( ) Metals Analysis" Any additional sample(s) after $20 00/ea Mold: ( ) Mold Analysis" Price for Mold $45 00/ea Meth: ( j Methamphetamine Analysis" Price for Meth S80 00/ea Rush and Priority turnaround times are available on a cash only basis Priority and Standard samples will be analyzed during normal laboratory hours (Mon Fri) unless otherwise arranged and specified on the chain of custody Turnaround times do not include weekends or holidays Special Instructions: Client Sample Number EM # 4 5 6 7 8 9 10 11 12 A3 14 5 _ " Metals, Mold & Methamphetamine samples received AFTER 5pm will not be processed until Sam the following morning. Number of samples received (Use adddFonat sherrts as needed t Relinquished By: _ �1i �` % _� Daterrtme 41 Laboratory Use Only (jam Recetwed By CamCondaron of packagetcufdody seal upon receipt Wheat Ridge 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: t1L, Job Address: i,;. Permit Number: C; ; f` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: _., ' Inspector:—, DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Mechanic PERMIT - 201901022 PERMIT NO: 201901022 ISSUED: 05/20/2019 JOB ADDRESS: 7230 W 28th Ave EXPIRES: 05/19/2020 JOB DESCRIPTION: Installation of Arch Yard fire place insert, 15k BTUs. Gas line to meter. *** CONTACTS *** OWNER (303)334-6643 HARRIS DAVID P SUB (303)887-4727 JASON BRENDLINGER & ANDREA LAU 060165 FIREPLACE & GRILL EXPERTS SUB (303)349-5257 Dustin DuPont 160188 Alpha Electrical Contracting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / EARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,758.00 FEES Total Valuation 0.00 Use Tax 36.92 Permit Fee 70.70 ** TOTAL ** 107.62 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 thisermit I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfp ednd that all r performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWMR or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermitfee. 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 anmanner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holdy er 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 grating of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appjkable code or 11 ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. C=ity Of MMUNrry DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ,z!s7NPq Plan/Permit #Q Plan Review Fee: Building Permit Application ' Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7230 '_✓ 2,91 -eA Av e l7� e_ Property Owner (please print): Een,' ly Her' -IS Phone: 720-339 -665,-'3 Property Owner Email: e r•u 02; e,r 6,6,G6 C ! iIma. %. cc,,n Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address City, State, Zip: Arch itectlEngineer* Architect/Engineer E-mail: Contractor Name: F plffe c end ��. d �,r�►�.tj City of Wheat Ridge License #: Oc'o i L s Phone: Phone: 3701-597- y717 Contractor E-mail Address: !� oG� --tAeSG, p, -o c,.n. For Plan Review Questions & Comments (please print): CONTACT NAME (please print): lN-Gt YMvlcah,, Phone: :303-£307-V717 CONTACT EMAIL(please print): ;,74,g✓,&Aems;pru c��-+ Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: F-,epJ4,c f>�•r��� t j W.R. City License # W.R. City License # W.R. City License # 0&01b5- Other &01GS Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL q7TRESIDENTIAL 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. > v Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire Project) $ G 7S OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (C( Signature (first and last name): _ Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: or (Af,ITH;fW,E"R )PRESENTATIVE) DEPARTMENT USE ONLY of (OWNER) (CONTRACTOR) DATE: l y OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: ArchF3 ard INSTALLATION, OPERATION, AND FIREPLACES MAINTENANCE MANUAL WARNING: If the information in this manual is not followed exactly, a fire or explosion may result causing property damage, personal injury or loss of life. Do not store or use gasoline or other flammable vapors or liquids in the vicinity of this or any other appliance. WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance • Do not touch any electrical switch; do not use any phone in your building Immediately call your gas supplier from a neighbors phone. • Follow the gas suppliers instructions • If you can not reach your gas supplier, call the fire department Installation and service must be performed by a qualified installer, service agency or the gas supplier. English and French Installation Manuals available through your local dealer or visit our website at: www.archgard.com Les manuels d'installation en anglais et en frangais son disponibles chez votre detaillant local ou en visitant notre site web: www.archgard.com INSTALLER: LEAVE THIS MANUAL WITH THE APPLIANCE. CONSUMER: RETAIN THIS MANUAL FOR FUTURE REFERENCE. ARCHGARD FIREPLACE PRODUCTS 7116 Beatty Drive Mission, BC V2V 6B4 Canada 27 -DVI E22 N -2 GAS FIRED DIRECT VENT FIREPLACE INSERT S/N 270731 AND UP This appliance may be installed in an aftermarket permanently located, manufactured home (USA only) or mobile home where not prohibited by local codes. This appliance is only for use with the type of gas indicated on the rating plate. This appliance is not convertible for use with other gases, unless a certified kit is used. WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result, causing property damage, personal injury or loss of life. 11 HOT GLASS WILL CAUSE BURNS. DO NOT TOUCH GLASS UNTIL COOLED. NEVER ALLOW CHILDREN TO TOUCH GLASS. A barrier designed to reduce the risk of burns from the hot viewing glass is provided with this appliance and shall be installed for the protection of children and other at -risk individuals. NATIONAL We recommend that our gas FIREPLACE INSTITUTE' hearth products be installed and serviced by profes- sionals who are certified in I [ ;( I the U.S. by the National Fireplace Institute (NFI) as CERTIFIED NFI Gas Specialists. wwwAicertHied.org Gas Fireplace Energy Efficiency Rating 70.73% Based on CSA P.4.1-15 200-1127-09 March 05 2019 General Information 3.0 Technical Information 3.1 Appliance Certification This appliance was listed by QAI Laboratories, Inc. to the following USA and Canadian gas appliance standards. -ANSI Z21.88-2014/CSA 2.33-2014 Vented Gas Fireplace Heaters - CAN/CGA-2.17-M91 (R2009), Gas -Fired Appliances for Use at High Altitudes - GSA P.4.1-15 testing method for measuring annual fireplace efficiency - CSA C22.2 No.3 - M1 998(R.2014) - Electrical Features of Fuel -Burning Equipment The listing label is attached to the appliance on the bottom right side of the appliance. A copy is shown on Section 4.0. Commonwealth of Massachusetts: This appliance has been manufactured in accordance with Massachusetts code 248 CMR 5.00. Approval Code: G1-0717-621. (http://license.reg.state.ma.us/public/licque.asp). Please contact Archgard Industries Ltd., if you have any questions regarding the certification of this appliance. 3.2 Installation Codes This appliance must be installed by a qualified gas appliance installer. The installation must conform with the local codes or, in the absence of local codes, with the current National Fuel Gas Code ANSI Z223.1/ NFPA 54 in the US, or Installation Code CAN/ CGA -8149.1 in Canada. Electrical connections and grounding must conform with local code, or current National Electrical code ANSI/ NFPA No. 70-1987 in the US, and in Canada the current Canadian Electrical Code CSA C22.1. We recommend that our gas hearth products be installed and serviced by professionals who are certified in the U.S. by the National Fireplace Institute® (NFI) as NF1 Gas Specialists. 3.3 Specifications 3.4 High Altitude Installation When installing this appliance beyond 4500 ft. (1372 M) above sea level, the appliance must be properly derated and installed according to local codes, in the absence of local codes, with the current National Fuel Gas Code, ANSI Z223.1/ NFPA 54, in the US or Installation Code, CAN/CGA-B149.1, in Canada. Arch a_ rd 5 . r. �P L!_�. Ec Natural Gas (NG) Propane (LP) Manifold Pressure 1.6 - 3.5 in. W.C. (0.4 - 0.9 kPa) 6.4 - 10.0 in. W.C. (1.6- 2.5 kPa) Min. Supply Pressure Max Supply Pressure 5.0 in. W.C. (1.2 kPa) 14.0 in. W.C. (3.5 kPa) 11.0 in. W.C. (2.8 kPa) 14.0 in. W.C. (3.5 kPa) Orifice Size #43 DMS (2.25 mm dia) #54 DMS (1.36 mm dia) Input Rating 15,000 - 22,400 BTU/h (4.5 - 6.56kW) 16,500 - 21,000 BTU/h (4.8-6.15kW) PA Fireplace Efficiency (FE) 70.73% 70.73% PA Steady State Efficiency 73.19% 73.19% Electrical Rating 120 VAC, 60Hz less than 2 A. 120 VAC, 60Hz less than 2 A. Gas Control SIT 885 Proflame SIT 885 Proflame Altitude 0 - 4,500 ft. (0 - 1372 M) 0 - 4,500 ft. (0 - 1372 M) Primary Air Opening 1/4"(6 mm) OPEN FULLY OPEN 3.4 High Altitude Installation When installing this appliance beyond 4500 ft. (1372 M) above sea level, the appliance must be properly derated and installed according to local codes, in the absence of local codes, with the current National Fuel Gas Code, ANSI Z223.1/ NFPA 54, in the US or Installation Code, CAN/CGA-B149.1, in Canada. Arch a_ rd 5 . r. �P L!_�. Ec �So . 7-Z-3 v > Z 3} hue, tJhl6J (2 Cas r -T I:—: X jUe,., (.4.6 --'r-?'9 rl 06e �w pw . zr�—a-ef It fit7XI'Le 6��? ell�1-1,4 4, City of Wheat�clge COMMUN["iY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Thisform must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7230 W 29r.% Ave nvcPermit #: General Contractor: 6., eplocc a.ol ,,•// efts Electrical Sub -Contractor I Company Name• �,- E (�t-��� �...� on "3. State License #:_L—C-- i O (OLA Master #• M E . U 0 ),q 0.5 � Wheat Ridge License #: (required field} a-`� o S 6011� Mo� -7 I1 Signatu Au d Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #:A Master #:x Wheat Ridge License #: (required field] Signature of Authorized Agent Mechanical Contractor Company Name: Date Phone: Wheat Ridge License #: .required field) Signature of Authorized Agent Date ti : City of Wheat Ridge f "' Residential Roofing PERMIT - 201706547 PERMIT NO: 201706547 ISSUED: 08/24/2017 JOB ADDRESS: 7230 W 28th AVE EXPIRES: 08/24/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq *** CONTACTS *** OWNER (720)334-6643 HARRIS DAVID P SUB (303)426-7370 Kirk Tiley 021395 Tiley Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,855.00 FEES Total Valuation 0.00 Use Tax 185.96 Permit Fee 188.45 ** TOTAL ** 374.41 *** 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. 20 qo� s 7 w10 v2�4v?, 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/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Rough Electric Rough Plumbing/Gas Line Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing id -Roof Sewer Service Lath / Wall Tie Plumbing Do Not Cover Under round or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing id -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line A 0- M P104 ow" Rough Mechanical is Rough Framing O� , Rough Grading Insulation Drywall Screw / Nail % Comments Final Inspections Date Initials Inspector 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 -AV-'A Idw Final Mechanical Roof I Final Window/Doors _ r Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical 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: Lj c q' P-, .i G I Job Address: 77 a 3 0 a S� 1, Permit Number: a O 1-7 0 (�, 5- Ll -7 O. Le ❑ No one available for inspection: Time = 3a �gpM Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date:—i 1 1)1'7 A-7 Inspector: --T--b DO NOT REMOVE THIS NOTICE r A le City of Wheat Ridge .. .- '�� Residential Roofing PERMIT" - 201706547 PERMIT NO: 201706547 ISSUED: 08/24/2017 JOB ADDRESS: 7230 W 28th AVE EXPIRES: 08/24/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq *** CONTACTS *** OWNER (720)334-6643 HARRIS DAVID P SUB (303)426-7370 Kirk Tiley 021395 Tiley Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,855.00 FEES Total Valuation 0.00 Use Tax 185.96 Permit Fee 188.45 ** TOTAL ** 374.41 *** 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. 11,. 4 4 4 City of Wheat Ridge x flResidential Roofing PERMIT - 201706547 PERMIT N0: 201706547 ISSUED: 08/24/2017 JOB ADDRESS: 7230 W 28th AVE EXPIRES: 08/24/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 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 bythe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_perm't. I further attest that I a le ally authorized to include all entities named within this document as parties to the work to be performed and tall ork to ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 tlrisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Oficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 7 Dane Lovett 701706 � q From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 22, 2017 10:00 AM J_ To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed -� G �7 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 p� Property Address 7230 W. 28th Ave. Wheat Ridge, CO 80033 Property Owner Name David Harris Property Owner Phone 720-334-6643 Number (enter WITH dashes, eg 303-123-4567) 161 Property Owner Email pickgirl26@hotmail.com Address 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 20170822095717850.pdf Contract CONTRACTOR INFORMATION Contractor Business Tiley Roofing Inc. Name Contractor's License 021395 Number (This is a 5 or 6 6L— digit number for the City of Wheat Ridge) Contractor Phone 303-426-7370 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5399 FEDERAL BLVD (Primary address of your business) Contractor Email Address mglenn@tileyroofing.com Retype Contractor Email mglenn@tileyroofing.com Address DESCRIPTION OF WORK / TOTAL SQUARES of 29 the entire scope of work: Project Value (contract 8855 value or cost of ALL materials and labor) Are you re -decking the No roof? 162 Does the scope of the No project include a flat roof (less than 2:12 pitch)? 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 29 Certainteed Landmark I/R Asphalt complete re -roof, 5/12 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. Yes Yes Yes 163 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Michael Glenn Email not displaying correctly? View it in your browser. 164 At Tiley Roofing we like to provide our crients with several alternatives to ensure you are getting the roof that best fits your needs. Below is a choice of a "Reeser' and "Best' package, several shingle product choices, and add on options to accommodate those needs_ Roof Hyperlink Photos: htiasl/aoo.camoanvcam.com/aallerieslkfO$oOYbVd .. a,aa, •afxgn¢ :nc; ��::, ):• ;a"` ' i _-ui%.'•wt��fri.,-Mifi;°f " u �ci .�� •"' gal -moo, y = :'i�,. _sou Existing Roof Condition: Hail damage noted throughout entire roof covering, gutters and downspouts. Existing Leaks with location: None reported. Demal floe: Removal and disposal of existing layers (roof covering) specified above and 1 layer roof underlayment. Additional hidden layers may be difficult to determine until demolition process. Charges forthese hidden layers may apply. Beller - Standard Roof Package Underloyment: I layer of synthetic underloyment with 1 row Ice and water on eaves installed per local building, 1 row at crickets, chimneys and skylights (if they exist). Flashing: 26 gauge factory finish bronze (dark brown) color drip edge, rake edge flashing, headwall, and step flashing. Replacement of all roofing jacks which v✓dl be painted to match shingles. Surface mounted visible flashing may be required at roof to wall intersections. Venting: Factory finish painted small animal proof roof vents (8). Nalling: 6 nails per shingle. Shingles: See choices below, Hip/Ridge: To match shingles. Warranty: Five - Year Workmanship through Tiley Roofing. OR Best - Upgraded Roof Package Underloyment: 1 layer of synthetic underlayment with Ice and Water at eaves, valleys, crickets. chimney and skylights. Flashing: 26 gauge factory finish color in your choice of while, charcoal gray, bronze, or brown drip edge, rake edge flashing, headwall, and step flashing. Replacement of all roofing jacks which will be painted to match shingles. Surface mounted visible flashing may be required at roof to wall intersections. Venting: Ridge Vent, Nailing: 6 nals per shingle. Shingles: See choices below Hip/Ridge: Raised Hip/Ridge to match shingles. Warranty: five to Twenty rive -Year Workmanship through the manufacturer. Please call for details. Specific Job Notes and Details Price includes main house and garage reroof. Recommended replacement shingle highlighted in Bold below. Please let me know if you need assistance with your insurance claim (it applicable), would like to visit our showroom, have samples delivered to your home, or have any additional questions or concerns. Note available options. Please add gutters/downspouts and any other desired options to roof package of your choice. Caution will be used with the existing landscaping. Clarifications Prior to Contract Test for hidden layers. 1 layer noted. Colors and options. Chimney cricket to be installed be local building code. Satellite Dish - detach & reset (excludes reception). Counter and chimney flashing. Schedule/Access. Page t of 3 Below are hyperlinks to connect you to the particular product you may be interest in, lust click and go. There is also a general picture of the product. XM, ' Q 4 • �"3f�Kml,l: tt,is'CFJ'.Q'.tQ ' ,STtld mI'm Dom ... ,iQ.f Gutless spouh: 26 gauge pre unless otherwise instructed. -painted 5" K -style gutters and 2"x3" corrugated downspouts. The same gutter configuration will be used Ridge Vent: Increase atficivoulted ventilation and insulation energy efficiency. Note black shadow line will be v Bible from the ground at the bottom of the ridge vent. Raised Hip&kldge: A thicker hip/ridge to give a more robust look. Solar Powered Fan: Fumish and install roof mounted 500 CFM I800 sq. ft.) solar powered fan center back side of roof deck. Below are hyperlinks to connect you to the particular product you may be interest in, just click and go. Pleas eral Product description. Specific product can vary in appearance based on manufacturer. e note this is for a gen Add to roof package Page 2 of 3 .,»..._.. b, ..icslT' ° 'mss ••snoi!ar . pn:Fh-Fg ::.. -•x• '•l l .: • if:[Fi>' ..•.....:i .«YI:.d fj .! � a J{C�1:1:' .r r 1� r8 ace s� :a cae�c� �? �pbS•a+'Es, Contract Amount: TOO based upon roof package and options y�' - Customer Signature; • air,• C g7, -•^" T^�� Date: `7 /111 -7 Shingle Type: Shingle Color: Options: We must have all these items in order to schedule your project. _Confirm your selection with your HOA N applicable. _Please highlight the Roof Package and Options and write In the color selections. _Please return a signed copy also confirm you have read the terms, conditions, and information page. _We must have color and option selections to accurately schedule your job. _Please confirm all of your insurance claim documentation is complete jif applicable). Tlip Pending insurance Claim 13 lie a` O VA - - o Vit._. Atk:NFl7rTii15 � . fiuJSitrE 3� - , . ..:(lair:iiiae:.;iss:u:'' e;i r ii i.ti!F-rI EV'r�',.x.?:._ I In •. _ Pdeekgood Mr. 3D days HUR-.^^ —_ _. ,•:r .'rc:aedycr,+ iaii re;,zy;.ec;a,^.If;;ifpi:.ut m ::F'a-R. Access: Price is based on direct met access with a dumpster next to the house (for salety, ease of access) anal conveyer truck loading materials. Paymentrerms: We must have a signed copy to schedule Work. 50% payment of the conoact amount 4 due upon matefiorarrivaL 90% is due upon substantial completion. Ip% can be withheld until impecliaNpvnch rat IN complete. Contract becomes binding Upon written acceptance of commencement of work Interest on all overdue amounts shall be added at the rate at ls%perannum. Owner agrees to pay for casts and fees that maybe Incurred by contractor to enforce the terms of this Contract. Price is bused on cash or check. Credit cart( purchases are accepted If rley Roofing Inc. and owner of the above mentioned property need to go into mitigation, homeoWneragrices to cover costs ossociatedwith mitigation. Matter AgmementAmendment Our proposal should bean amendment to any master agreement. The iolowingconsitionsaboopply: Hve days will be alofted to drspufe anypay application otherwise the pay application will be considered to be accepted. If 30 days terms ore not met late lees may appy as well as stoppage of work with a five day notfl'icalfan. AddNlorullnfamso8on: Pease call and ask about possible upgrades. extended warranties. and different types of shingles that are available. Please nolebrorsze counter flashing maybe used al roof to wall intersection 11 not able to instol under siding. It IN common for granules to be dispersed near downspoutsaffer a new Installation and rainfall. Incluslans:.Fosteners, sealants, penult (reroof only), sales tax, workers, compensation, I'iabSty, insurance and landscape protection (retool only). Note for insurance claim projects we wig supplementoN bill your Insurance provider for the permit. Price is bused on direct roof access with a dumpster next to the house and conveyor truck loading. Bsc(vslons: Roof deck replacement. Root deck replacement is $60.00 persheet and done only upon notifying the customer. Sidingrepatr from Installation of flashing maybe additional. Driveway damage, comcfion or structural imperfections, and additionablolden layers of roofing will cost extra upon notifying the customer. Leeks and Icicles Created by snow or ice clamming- Unwanted animal entry, free orvegetOlon damage to the roof covering w acts of Gad. Satellite Dlsh adjustment ar reinstallation. Eaeldcal mast disconnectlonor connection. Drywol. texhre orpaintfng, Additional work other Ihan spedficaly mentioned (HVAC, electrical, woodwork, poinlag) or any other home repairs or replacement. Leaks caused be re -using exisfing skylighh ore excludeddue to the process necessary and dsNfbonce Ihaicould couse the failing of existing skylights that may not hoveprevious'leaked. If on estimate rot a newskyright has not been provided pleaserequest one from your estimator. Please cog for any additional darific17lion,Excludes englneering orcorreclion of structural imperfections. Owens responsible for oil color choices. Snow or Ice damage as a resulof weather to shingles at guffers is excluded as well as Engineeredsnow retention, unless otherwise Indicated. VenfilCflm designer envftonmenlal engineering Is excluded, please colt regording consuling with structural engineeror net free venfilalfon recommendations. New Construction lntormalon: Snow, removol orwork in severe condlibns is excluded. Trip charges may apply if project not ready for ovrscops of work. Please contact TRlprior to commencement of work as to necessary preparatory measures needing to be complete). Project is based an 0ceessiblltywith a conveyor reading truck. Tornporory waterproofing for now construction pmjoals. Permit to be provided by Contractor (except Denverj Unifies specMcof' menlaned otherwise. Soley: Tiley Roofing may Choose to instal Permanent anchors on yourroof. These anchors should not be used by anyone other than Trey Roofing Employees. Colorado Las.: AO provisfon of CRS 18.13.13.119.5 ^Abuse OF Property Insurance"SBJ8 (senate bill 38) Concerning measures to protect consumers who engage a roofing contractor to perform roof services an rest denllal property are included, attached in initial b rochure/packet (insurance provider information including workers compensation. automobile and general liabitly, insurance), incorporated in job lnfcrmafian, scope of work or additional inforrnolion wording and are to be considered pad of this contract in compliance with Colorado Revised Statutes. Additional sljpuloliom are as 1090wr, upon acceptance of contract initial job cast, terms and conditions, property owner has the sight to rescind contract within 72 hours, cancel all conditions and recotverefund of any deposit (if applicable). Typical Time home for jab completion upon acceptance, material availability. work load. pending weather (acts of God) delays and work commencement are as follows. Tile roof installations 24 weeks, shingle mol fnstallaflons 1-2 weeks, smallrepoks 1-3days, large terrors 410 days. Contraefor Cannot pay or waive all Of pod of a property owners insurance deducfibfe, provide any mauling directly or indirectly to compensate, eliminate Le offset r owners s obligations to 19178 deductible- Pleasecall or smell for crerfflcafions, explanalom or arty addiff—alinforma flan regarding Consumer Protection 5838 Compliance. Lead: For houses builtpnof to 19178 there ts d high probability lead may have been used to point the extedOr. we are required to use certain techniques to ensure the lead is correctly removed when the amount dstusbed exceeds twenty square feel. Typically the amount oPpaintdisturbeais negligible ifjust the roof is being replaced butalmost away$ the case it gutters or siding are being removed, Alley Roofing is a lead certified renovation firm Glowing us to perform this procedure, Prior to contracting please let us know if your house was built prior to 1978- If the house is pre-1978vwe will perform a lead test. If the test is positive for lead we will assess a fee in addition to the above Costs. Generally this fee ranges from $500 to $100o. Insurance Claims: Owner is responsible to verify Insurance settlement payment is sufficient to cover contract amount. Owneris responsible for any difference. Owneris responsibre for any Nan Recoverable Depreciation. Owner is responsible for deductible payment. Pursuant Colorado Statutes all insurance claim payments must be in the form of check only, Owner is responsible for any code compliance or ordinance of luwpayment ddference with Actual Cash Value Pelcies , please call for more (191011s. It any additional damage or costs are Idenfifled. Forwhlch you believe your insurerh responsible for. they must be approved by a representative of your insurance provider prior to having the additional work done. IFyou have any questions please contact your Tiley Roofing estimator. Page 3 of 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Hype: f '� 400F Job Address: 7 3 30 w Permit Number: Z Q / `% a 6 5--"/'� ❑ No one available for inspection -Time' -' AM/PM Re -Inspection required: Yes j When corrections have been made, call for re-inspe ig'o'at 303-234-5933 Date:-., Inspector: (, DO NOT REMOVE:NOTICE 4' CITY OF WHEAT RIDGE Building p J g Ins ection Division (3 33035 2234-5933 55 Inspction line (303) 237-8929 Fax 1 1 INSPECTION NOTICE Inspection Type Job Address Z -70 Permit Number: 5-2 ❑ No one available for inspection: Time Re -inspection required: (ryes.%� No AM/PINI "When corrections have ,been � f ! made, call for re-inspe65* at 303-234 Date:.r ----Inspector:—' ®(2 NOT gFgfC)VE TH/S N. •T/CE Or Current owner/Occupant Ford Harris 4219 AVE KEARNEY NE 68847 Regarding Permit: 20111476; Interior remodel, furnace, elec, plumb, deck, roof, egres 7230 W 28th AVE, Wheat Ridge, CO 80033 Our Records indicate that the above noted permit was issued on 12101111. Our last inspection related to that permit was on 01/12/12. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees,. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician Date. an Property ddross: + Property Owner (please print ): mar ; j eresc, r t Phone-, . Mailing Address: (if different than property address) Address: " llvei a e r Address: Zolurig:_ Pi In the flood plain? O.,<,7 Lo S I Z I - 4 sq. I't l'of Xidtji� ■ MaXIIII'[1111 ("'OVerilge: , 0 '4 S Proposed finprovenients: F'Xisting, Iniprovernent(s): ljotlse. Sq, R, fjouse: sq ecV-Addition to House: sq. ji. Shed: sq, Shed sq, h, Detttcfied (Jalage: 4-0 ft De ached (Tarage: sq, f', . Other: sq, ft. Proposed I-ot Covel it I ge - 1 (Totid) s q, ft Required Setbacks: FR S R ") f IL Provided Setbi.icks: FR S 2-k 'i R Maximun) Height; ....._ ft ----- - ----- Proposedf-leight: NJIA Nlax"Hnuni Size: Proposed Size, s q, fl. Access Notes Pi - one and `€v, : €-fanrjly- dw( the first 25' of 31ea flunn the existing edge of' pavement into the site shall be surfaced with concrete, aspluilt, brick pav� or sintilat materials, For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as - jourt access f6r twrs or more lots Ln residential zone districts, curb cuts sliall be at least 10 feet and not more than 24 f`( in width, (Dire and tivo-family dwellings ruay have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the iritei for edges, For all uses, one access point per propert°c is permitted, Landsc;Aming Notes For one-and rwo v dwellings, one tree for every 70 feet of stiect fiontage is require(L 100"NO of the trout yard and 25' 'Q of the entire lot must lie landscaped prior to issuance of C.O Street trees required ___ _ street trees pry vide�'+ Property appraisal system � s Page I of I GENERAL INFORMATION Schedule: 022500 Parcel ID: 39- 264 - 14 - 00 L nt Fib Status: Active Property Type: Residential Property Address: 07230 W 28TH AVE Owner Names) WHEAT RIDGE CO 80033 HARRIS THERESA LYNN Mailing Address: 04219 AVE F HARRIS RUTHERFODRD IR KEARNEY NE 58847 Neighborhood: 2405 ^ BARTHS, CQULEHAN GRANGE, WHEAT RIDGE AREA PROPERTY DESCRIPTION Assessor Parcel Maps Associated with Schedule PROPERTY INVENTORY Property Type RESIN Year Built. 1952 Adjusted Year Built: 1952 Design: Ranch Improvement Number: � �� { y111 a 11������MMM k wall was I�1It a WMAMM �'.. Assessor Parcel Maps Associated with Schedule PROPERTY INVENTORY Property Type RESIN Year Built. 1952 Adjusted Year Built: 1952 Design: Ranch Improvement Number: � �� { y111 a 11������MMM k I�1It a w INF TAX om ac r Inf «arraatdon s . owl http :ll- ,vww.cra.j zson.c.o. ,slat ldisplaygen r 1. c sch=) 500 off t =1 12/5/201 k a WMAMM �'.. ilY A �. INF TAX om ac r Inf «arraatdon s . owl http :ll- ,vww.cra.j zson.c.o. ,slat ldisplaygen r 1. c sch=) 500 off t =1 12/5/201 k INF TAX om ac r Inf «arraatdon s . owl http :ll- ,vww.cra.j zson.c.o. ,slat ldisplaygen r 1. c sch=) 500 off t =1 12/5/201 oz d LMW Validity ofpmoit The issumice of a pernit or and computations shag not be a pemfff my of than P-visions of the wilding co* M MTjM[ M* '* stairs, min. 1/2-inch drYWIII is � de of �Irs l a�=&' cof stai; ar MT WO All QQ 'a' Of P", `ti t' Glass less than 60" above tub floor proval of, my violation to , any C#y c0inames. is required to be safety glazed. icW the provisims of ft , eh�%ft —4 t._ ­1W ails in shower shall have non- gorbent finish to 6' above floor. Wheat Ridge Building Dept, Work Shall C01 with the ice and water shield underlayment , I S' 2006 IRC, 2006 extending 2 feet inside exterior jni Code IECC. & 2005 NEC. walls is required at eaves- Minininni 50 CFM exhaust Can Watcr hanirner arrestols are Smoke Alarms shall be required in vented to exterior shall be provided -equircd at quick-clOsit"(.Y each sleeping room and outside each in toilet rooms and bathrooms. R29031�5 sleeping area per 2006 IRC, Section 313. rr4e &') A" , 2 1 Combustion air ducts within P3" t A# /5 AALFI+5 12 inches of ceiling and floor, Direct connect smoke alarms are sized, at the rate of I sq. inch required. per 2000 BTU's, are required Shutoff valves required on lavatories Outlets in bedrooms shall be are- and water closets, fault protected. A ininin of 2 of clear space is Outlet type, location and s required in front of lavatories. shall c omply with 2006 IRC and %101 * 0 *W 2005 NEC. Minimum 30" clear area for toilet is required with minimum 15" from center to sidewall on each side. Handrails shall be provided on at least one side of stairs at a height of 34" to 38" measured vertically from the tread nosing. Structural Headers at 7230 WeSt 28"� Avenue Let me know if you bave any questions Paul Greco, P.E. 7664 Umber Court 7 cell Paul Greco, P. E. 7664 Umber Court An Colorado, 8oOO7 APPROVED Subject to Field Inspections N am Ic AA, LV N ot , 4 m 4 ru1q m a 3. i C Li goo a. o . ,.. �9 *4 c l � �Qt,, Handrails shall be provided on & 'rii side of stairs at a height of i 4" to 38" measured vertically from the tread nosing. Stair risers shall not exceed - 3/4 inches and stair treads shall have a minimum depth of 10 inches measured from nosing to nosing. Required, guards shall not be less t than 36" in height anal shall not have openings greater than 4 ".