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HomeMy WebLinkAbout12700 W. 42nd Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 19l% S Job Address: 0.100 �J Permit Number: 10 Z 010 1 q i;vt ❑ No one available for inspection: Time AM/10 Re -Inspection required: Yes No, When corrections are complete, schedule re -inspection online. ti Date: -LI Inspector: F DO NOT REMOVE THIS NOTICE i ' CITYOF WHEAT RIDGE 4 ` Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:" ❑ No one available for inspection: Tim Re -Inspection required: Yes ( No' When corrections have been made, sahedu/e for re -inspection online at: http✓/www. ci. wheatridge. co. uslptnspec%on Dat - ( Inspector: A 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 Re -Inspection required: Yes No AM/PM When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE M ■ Majick ENGINEERING Date: October 30t1, 2020 Client: Zach Houston From: Majick Engineering, LLC Subject: Foundation Wall Acceptance Letter Address: 12700 West 42nd Avenue Wheat Ridge, Colorado 80033 Permit # 202001575 11-12-2020 KM 83 DAWN HEATH CTR. LITTLETON, CO 80127 (720) 612-2444 On October 29th, 2020 Majick Engineering provided a structural site observation to observe the wall and reinforcement at 12700 West 42nd Avenue, Wheat Ridge, Colorado 80033. The site observation was to determine if the wall and reinforcement meet the structural design intent of the most recent structural plans. Based on the site observation performed on October 29', 2020 and subsequent photos provided by the contractor the reinforcement in the foundation wall was installed to the structural design intent of the construction documents. Bar sizes, splices and clear cover observed in specific areas meet the structural design intent. The wall based on visual observation of the as built condition meets the structural design intent of the construction drawings and is accepted. The above is based upon: • Visual observations were only performed on the foundation and does not included areas unable to be observed due to access. Majick Engineering is not liable for any misleading or incorrect information provided by the contractor. • No destructive or non-destructive testing was performed. Majick Engineering is not liable for any hidden deficiencies that lead to failure or any incurred damage. • Conclusions and recommendations are based on accepted industry standards and no warranty is either expressed or implied as to continued structural integrity of the property. • Opinions stated in this letter are subject to change if conditions, accessibility, or visibility from time of inspection change or if additional information becomes available for consideration. For any questions or concerns please contact Majick Engineering, LLC at 720-612-2444. Thank you, Ian McQuade, P.E., S.E. Majick Engineering, LLC Rp,00 L/C� ti v4 :O���AS�,tfc•••�� 46540 Ian Digitally signed McQuad by Ian McQuade Date: 2020.10.30 ;� e 16:02:30 -06'00' ■ ■ Majick ENGINEERING Date: October 14t1, 2020 Client: Zach Houston From: Majick Engineering, LLC Subject: Footing Acceptance Letter Address: 12700 West 42nd Avenue Wheat Ridge, Colorado 80033 %L-,t,aa` Ak 2&z6) 83 DAWN HEATH CIR. LI7 11FUTON, CO 80127 (720) 612-2444 On October 13th, 2020 Majick Engineering provided a structural site observation to observe footing and reinforcement at 12700 West 42nd Avenue, Wheat Ridge, Colorado 80033. The site observation was to determine if the footing and reinforcement meet the structural design intent of the most recent structural plans. Based on the site observation performed on October 13th, 2020 and subsequent photos provided by the contractor the reinforcement in the foundation footing was installed to the structural design intent of the construction documents. Bar sizes, splices and clear cover observed in specific areas meet the structural design intent. The footing width and isolated pads were to the structural design intent of the construction documents. The footing based on visual observation of the as built condition meets the structural design intent of the construction drawings and is accepted. The above is based upon: • Visual observations were only performed on the foundation and does not included areas unable to be observed due to access. Majick Engineering is not liable for any misleading or incorrect information provided by the contractor. • No destructive or non-destructive testing was performed. Majick Engineering is not liable for any hidden deficiencies that lead to failure or any incurred damage. • Conclusions and recommendations are based on accepted industry standards and no warranty is either expressed or implied as to continued structural integrity of the property. • Opinions stated in this letter are subject to change if conditions, accessibility, or visibility from time of inspection change or if additional information becomes available for consideration. For any questions or concerns please contact Majick Engineering, LLC at 720-612-2444. Thank you, Ian McQuade, P.E., S.E. Majick Engineering, LLC �p,DO L/C�'►' � vOFQo.Q; AS�4k, G: Q 46540 Ian McQuad A Digitally signed by Ian McQuade Date: 2020.10.14 08:23:18 -06'00' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ;FC -3 Job Address: ;' 7co Permit Number: PCPo 6-1 .%. ❑ 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. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - Job Address: Permit Number: ❑ No one available for insp.Qction: Time - Al M Re-Inspection required: Yep No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usfinspection Date:: Inspector: /f�`: DO NOT REMOVE THIS NOTICE Carty cel W haat R dgc COMMUNi y DUNF .OPMENT FOR OFFICE USE ONLY Approved by: �'&2dQit, 10/30/2020 [ eetor Date City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235 2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: �® 1 A - Zo zc. PERMIT# 202001575 ADDRESS: i ZI d d ,z • 4 Z C\ C` B- LOT ;BLOCK �Ae�. -6S 'S 'JeC, -.r SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction dans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: '� REAR: SIDE: SIDE: 2" , � If in the floodplain, the MINIMUM ELEVATION is determined to be: P P-- (NAVD88). The above measurements have been determined on the following location: (Check only one): t1l A. Top of proposed foundation prior to placement of concrete The Si ,�ILA Top of foundation subsequent to placement of concrete elevation measurement locations are ' tified on the attached exhibit. v Print o�a��c-� �o�` Date Professional Surveyor www.ei.whentridge.co.us Rev 11118 RL�� LAN D SU R V E Y I NG 5460 WARD ROAD + SUITE 160 ARVADA, COLORADO 80002 (303) 420,4768 IMPROVEMENT LOCATION CERTIFICATE DATE 10/23/202OFEE$200.00 JOB# 18-25A CLIENT ZACHARY HOUSTON ADDRESS 12700 W..42ND AVOW NAME HOUSTON LEGAL DESCRIPTION (PER CLIENT) 3EE ATTACHED I LEGAL DESCRIPTION NOTES: 1. Certificate is based on control as shown, an Improvement Survey Plat is recommended for precise location of improvements 2. Location offence lines, if shown, are approximate. 3. North American Title Company of Colomido, Fite Number t 36700-18-02604 was entirely relied upon for recorded information regarding rights-of-way, legal description, easements, and encumbrances in the preparation of this Improvement Location Certificate. Scale: 1"=40 12700 WEST 42ND AVENUE 0 20 40 N89"50'E 209.63 i 98.5 111.13 I I jI -----453 ---. NTT.9 Foundation t 3` Farms 115.6 t' 7.71 I I z _2Lti_ IN aot L°'_199 I u 8 I i 1 16.7 S89°50'W 98.5 P8t1O � N t . 3 F z shed i t +32.7 ¢m' t It a. I h p M U G1 II .o- .-I pratnc . Slone Shod J PARCEL B round i" Plaslic Cap Illegible 132.3 i i i / I / a PARCEL A Cyt/ /9 ) round 2" Square Rar Note: I I.o, /i yyA6b Found 11" Alloy Cap /S 7341, 5.2' Wert of I , LEGEND westerly property line. Property lines shown hereon r ' �g'15° °'—�' Fence Line F— :3 Concrete rely upon record dimensions / toy gA — — — — Centerline of Ditch FZ,727 � Wood Deck and found monumenk on [hc — East line of subject property. i Q Found Monument as i � � J Described On the basis of my km*dgferrhation and belief, I �hereby certi t this improvement location certificate was prepared for HOUSTON that it is not a Land Survey Plat or Improvement urvey Plat, and that it is not to elied upon for the est t of fence, building, or other future improvement lines. 1 further certify that the provements on the a described parte this date, except utility connections, are entirely within the twunda of the parcel, ex as shown, that there are no a oaehments upon the described premises by improvements on an adjoining premises xcept as indicated, and that there is no a at, evidence or sign of any easement crossing ar burdening a y part of said pare , except as noted. NOTICE: This improvement location certificate is prepared for th sole u 11111!1 property comes or prope lines. A more precise p p par purpose of use b ponies stated her \ Y relationship of the improvements to the boundary lines can be deter by an Improve t Survey Pint. Th ituated as shown and only pparent improvements and encroachments are noted. R.E. PORT R ASSOCIATES INC and Ro E. Port will not treble for mor i his t Location Certificate, then only to the parties specifically shown hereon. Acceptance and/or use of this Improvement 'on Certificate fo l7DrPG 0 _ _greement to all forms ted hereon. 272 o .'u►'2� NOTE: SURVEYISDRAWN USING iARAOt BEARINGS AND DIMENSIONS 1'Y.. L. 61 EXHIBIT A PARCEL A: THE EAST 1/2 OF THE FOLLOWING DESCRIBED PROPERTY BEGINNING AT A POINT 557.40 FEET SOUTH 0 DEGREES 10 MINUTES EAST AND 296.94 FEET NORTH 89 DEGREES 50 MINUTES EAST OF THE WEST 1/16TH CORNER ON THE EAST AND WEST CENTER LINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE NORTH 89 DEGREES 50 MINUTES EAST 209.63 FEET; THENCE SOUTH 0 DEGREES 10 MINUTES EAST 201.00 FEET; THENCE SOUTH 75 DEGREES 09 MINUTES WEST 216.70 FEET; THENCE NORTH 0 DEGREES 10 MINUTES WEST 256.23 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL B: THE SOUTH 1/2 OF THE WEST 1/2 OF A PARCEL OF LAND IN THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, DESCRIBED AS BEGINNING AT A POINT 557.40 FEET SOUTH 0 DEGREES 10 MINUTES EAST AND 296.94 FEET NORTH 89 DEGREES 50 MINUTES EAST OF THE WEST 1/16TH CORNER ON THE EAST AND WEST CENTER LINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE NORTH 89 DEGREES 50 MINUTES EAST 209.63 FEET; THENCE SOUTH 0 DEGREES 10 MINUTES EAST 201.00 FEET; THENCE SOUTH 75 DEGREES 09 MINUTES WEST 216.70 FEET; THENCE NORTH 0 DEGREES 10 MINUTES WEST 256.23 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. 0 Z;o * L-1 CD CD /a0 0 cf) 0 CD :D C C) D 0 E«( CL CL m .tq < CD ty m (1) (D (/ D _a AT CT co Em (D Cl) -a :341 CD CD «# Cn CD \\\ Ln w K) CD r\ 2 00 0 (n Lri � om / � (D T. 0 CD /a0 0 E«( CL CL m .tq ty m (1) (D co La \\\ Ln w K) CD r\ 2 00 0 (n Lri om (D T. 0 City of Wheat Ridge Homeowner Addition PERMIT - 202001575 PERMIT NO: 202001575 ISSUED: 09/30/2020 JOB ADDRESS: 12700 W 42nd Ave EXPIRES: 09/30/2021 JOB DESCRIPTION: Addition of bedroom and garage addition off north side of existing home. Sq ft:1657 *** CONTACTS *** OWNER (303)856-8268 HOUSTON ZACHARY GILES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 202,916.00 FEES Total Valuation 0.00 Plan Review Fee 11167.66 Use Tax 41261.24 Permit Fee 11796.40 Engin. Review Fee 150.00 Sidewalk Comm Develo 91822.20 ** TOTAL ** 17,197.50 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, 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. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO (or certificate of completion) , two (2) trees 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 (1000) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. Note: Addition results in greater than 60% increase in floor area. 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. From: no-renlv(alai.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Wednesday, August 12, 2020 12:45:29 PM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential - upload Proof of Submission to Sanitation District Commercial? and Water District Upload Proof of FSD - 12700 West 42nd Avenue - Availability Letter 3W.odf Submission to Sanitation Department Upload Proof of proof of submission Water Ddf Submission to Water Department PROPERTY INFORMATION Property Address 12700 West 42nd Avenue Property Owner Name tach Houston Property Owner Phone 303-856-8268 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email zhoustonconstruction@gmail.com Address Attach City of Wheat CCAuth 12700 W 42ND AVENUE ADDITION Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Nick Young What is your role in the Architect project? Contact Phone Number 816-509-1769 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes nick@thinkingmodern.com nick@thinkingmodern.com OVERALL PROJECT SCOPE INCLUDES AN ADDITION TO THE NORTH-WEST AS WELL AS INTERIOR REMODEL OF THE EXISTING HOME. Location of Work Bedroom and garage addition off north side of existing home. Square Footage of 1657 Addition Upload Soils Report if Addition is over 500 sq ft. Asbestos Report Engineering Letters, Energy Calcs and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Provide Passcode for Plans if locked Letter Size 12700 W 42ND AVENUE ADDITION.odf Fleld not completed. Addition: 1657sf (x) $122.46 = $202,916 Project Value (contract 180,000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Nick Young Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? 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U •N Q. i �> t:3 CL CL 4,J c ago W c O .0 Q N •a' CL O 4 'p EE o o '3 -O ^ 4-Jfu � � 0 c (0N O N >- Q V L U O U. o a) � o. a o — c 0 0fo O V) i O L O- ❑- O O O u N a o Q- :N m (a t- m a) o N Q N Q O o a, U s O L 0 sowa CL O L a 0 L a V) C N CL o. 4 LM� O I+ c m ho o 11'`n O J� U O N p 4-J L f0 c4 -Jo ° o IZ (A u �I C Ns S r 4-- m v V) N -o U m 4 N L 4'rtA J C .p } t]A N � O s H 0 N Co 04 N 0 N r V QV1 LU m0 w :2'J r a. >- VNW mu.Z 0U JM za<v_' `n z V w City of Wheat Ridge Building Division LIMITED ASBESTOS BULK SURVEY REPORT for the property located at: 12700 72i" Ave. W heatridge, CO 80033 prepared for: Zach Houston Construction, LLC. 12676 W. 61" Ave. Arvada, CO 80004 Phone(303)856-8268 Email: zhoustonconstruction@gmail.com by: Strom Environmental, LLC. 9180 Raleigh St. Westminster, CO 80031 Phone(720)363-9001 August 11, 2020 Page 1 of 5 City of Wheat Ridge Building Division DISCLAIMER This project manual was prepared by SEL under contract with Mr. Zaeh Houston. No warranties, express or implied, are made by SEL or its employees as to the use of any information, apparatus, product, or process disclosed in this report. Though reasonable efforts have been made to assure correctness, if a contractor is employed, he should bring any discrepancies to the immediate attention of SEL. We have employed state-of-the-art practices to perform this evaluation, but this evaluation is severely limited in scope to suspect asbestos -containing material easily accessible to a visual inspection. No Demolition or product review was performed in attempts to reveal material compositions and/or hidden suspect materials. Our services consist of professional opinions and recommendations made in accordance with Regulation 8 of the CDPHE and generally accepted engineering principles and practices designed to protect public health and environment, as well as, provide an analytical tool to assist the client. SEL or those representing SEL bears no responsibility for the actual condition of the structure or safety of the site pertaining to asbestos and/or asbestos contamination regardless of the actions taken by the client. Note: This asbestos survey report is limited only to those areas listed. PURPOSE AND SCOPE The purpose of this limited investigation is to identify visually accessible asbestos -containing suspect materials located in specified areas of the north front interior/exterior perimeter wall and addition area at the property located at 12700 W. 72nd Ave., in Wheatridge, CO, which may present an asbestos exposure risk during renovation activities. The project site consists of an occupied two-story wood -frame residential structure with an attached shed addition on the north exterior perimeter side. The structure is situated in a residential area. The components of the survey were: -A limited site survey to determine the presence and extent of specified ACM, including assessment of the potential hazard posed by the ACM through visual inspection to determine the level of material friability and to evaluate the accessibility of the materials. -A bulk sampling program for potential ACM. -Analysis of the samples utilizing polarized light microscopy(PLM) and Dispersion staining Techniques. This procedure is accordance with USEPA Bulk Analysis Methodology, USEPA 600/R-93/116. -Development of recommendations for control options for confirmed ACM. Page 2 of 5 City of Wheat Ridge Building Div' 'on observations and sampling results contained in this report are limited solely to the potential for ACM in specified accessible areas of the site structures. The evaluation of concealed structural members were not performed by SEL. Any untested suspect material is assumed to be asbestos - containing unless sampling and testing can be performed to determine the presence of asbestos in the materials. The asbestos -containing materials(ACM) most likely to release asbestos fibers are those which are in a friable state or rendered friable during demolition and/or renovation activities. Friability describes the condition of asbestos. The definition of friable is any material which is capable of being crumbled, pulverized, or reduced to powder by hand pressure. The evaluation is limited to those areas visually accessible for an inspection. Non -friable sources of asbestos are the materials that have a cement or asphalt binder and may become friable and release fibers if the sources are exposed to actions such as abrasion, drilling, cutting, fracturing or hammering. Non -friable sources of asbestos do not typically pose a significant health concern if they remain in good condition and are not disturbed. During demolition or renovation activities, non -friable sources may become friable and thus may pose an asbestos exposure risk. State laws require that buildings owner(s) and/or their representative(s), prior to any demolition and/or renovation operations that may disturb any asbestos -containing materials in their building(s), must meet the following requirements: * notifications * removal techniques for asbestos -containing material(s) * clean-up procedures, and * waste storage and disposal requirements. SURVEY METHODOLOGY Prior to the collection of any samples, distinct homogeneous sampling areas and specific sampling locations were based in accordance with Asbestos Hazard Emergency Response ACt(AFERA) protocol (40CFR part 763). A homogeneous sampling area is described as any material that is identical in appearance, identical in color, and has the same installation date. Each type of suspect ACM was sampled randomly. The actual number of samples taken will vary, dependent on the type and amount of suspected ACM. ANALYTICAL METHODS All bulk samples were analyzed by EMSL Analytical, Inc., via polarized light microscopy utilizing dispersion staining techniques according to USEPA Interim Method USEPA 600/R-93/1 16. All reference testing was completed by an analyst qualified under the NVLAP Asbestos Bulk Sample Quality Assurance Program(NIST/NVLAP Lab #200828-0). Page 3 of 5 City of Wheat Ridge Building Division The USEPA Interim Method requires the microscopist to take a portion of the bulk samples and treat it with an oil of specific refractive index. This prepared slide is then subjected to a variety of tests while being viewed under varying polarizations of light. Each type of asbestos displays unique characteristics when subjected to these tests. Percentages of the identified types of asbestos are determined by visual estimation. Any material that contains greater than one(1) percent by area of any type of asbestos is considered an asbestos -containing material(ACM) and must be managed in accordance with CDPHE and USEPA regulations, if disturbed. Any material that contains any amount of any type of asbestos must be managed in accordance with OSHA, if disturbed. SUMMARY OF RESULTS After visual examination and analysis of samples taken from the site property on August 06, 2020, it was determined asbestos(>I%) was found in the following suspect materials: • Brick Tar Coating -Visible in small attic area of north wall shed addition(Approx. 4-6 SF visible). This asbestos -containing material is tar -impregnated, and in a non -friable state. If this ACM is rendered friable during renovation activities, removal by certified personnel will be required before renovation activities continue. All other sampled materials tested negative for the presence of asbestos. Refer to the analysis and bulk sampling sheet included in Appendix A for a list of suspect materials sampled as well as the condition of the materials tested. *NOTE -The actual amount of ACM may vary due to limitations of visual estimations made by the inspector, actual measurements wilt need to be taken to determine amount of ACM present. *NOTE -Possible untested(visually inaccessible at time of inspection) suspect materals may exist within inaccessible wall plenum areas. Further testing may be required if additional untested suspect materials are found during renovation activities. Comments -This limited asbestos survey report is limited to visually accessible specified ACM suspect materials sampled in areas specified by the client. If untested suspect materials are to be disturbed during renovation/demolition activities, further testing will be required per State and Federal regulations. Page 4 of 5 City of Wheat Ridge Building Division CONCLUSION According to the limited visual investigation and bulk sampling of specified suspect materials, asbestos -containing materials were used. It will be necessary to comply with the pertinent provisions of CDPHE, OSHA, and EPA regulations during any renovation/demolition activities, which may disturb the asbestos -containing materials. Thankyou, krs almstr CO State -Certified Asbestos Inspector #282 Page 5 of 5 City of Wheat Ridge Building Division Appendix A City of EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Wheat Ridge TWFax:(303) 740-5700/(303)741-1400 Building Division http://w .EMSL.com/denverlab@emsl.com Attention: Lars Malmstrom Strom Environmental Tech., LLC 9180 Raleigh Street Westminster, CO 80031 Project: 12700 W 42ND AVE EMSL Order: 222005166 Customer ID: SRME42 Customer PO: Project ID: Phone: (720) 363-9001 Fax: Received Date: 08/06/2020 9:55 AM Analysis Date: 08/10/2020-08/11/2020 Collected Date: 08/06/2020 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy C1 -2 -trey Layer COATING Gray Non -Fibrous COATING White Non -Fibrous Material BRICKCOVERING White Non -Fibrous 5% Ca Carbonate None Detected 95% Non-fibrous (Other) 100% Non-fibrous (Other) None Detected 100% Non-fibrous (Other) None Detected BC1-1Blade Matieral BRICK COVERING Black 95% Non-fibrous (Other) Non -Asbestos Asbestos Sample Description Appearance %Fibrous %Non -Fibrous %Type 11-1 INSULATION White 98% Min. Wool 2% Non-fibrous (Other) None Detected Fibrous Homogeneous 222005166-0001 Black Homogeneous None Detected Non -Fibrous 11-2 INSULATION White 98% Min. Wool 2% Non-fibrous (Other) None Detected ES1-1 EXTSTUCCO White Fibrous None Detected Non -Fibrous 222005166-0002 Homogeneous Homogeneous 12-1 INSULATION Tan 98% Min- Wool 2% Non-fibrous (Other) None Detected 95% Non-fibrous (Other) Fibrous Homogeneous 222005166-00 03 Beige Homogeneous None Defected Non -Fibrous 12-2 INSULATION Tan 98% Min. Wool 2% Non-fibrous (Other) None Detected OP-WT1-1-Texture ORANGE PEEL White Fibrous None Detected WALL TEXTURE Non -Fibrous zzzaoslsba6o+ Homogeneous Heterogeneous C1-1 COATING Tan/White 5% Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous (Other) 222005166-0005 Homogeneous Page 1 of 2 ASE _PLM_0008_0001 - 1.78 Printed: 8/11/2020 9:59 AM C1 -2 -Pink Layer COATING Pink 5% Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous (Other) C1 -2 -trey Layer COATING Gray Non -Fibrous COATING White Non -Fibrous Material BRICKCOVERING White Non -Fibrous 5% Ca Carbonate None Detected 95% Non-fibrous (Other) 100% Non-fibrous (Other) None Detected 100% Non-fibrous (Other) None Detected BC1-1Blade Matieral BRICK COVERING Black 95% Non-fibrous (Other) 5% Chrysotile Non -Fibrous 222005166 07A Homogeneous BC1-2-White Layer BRICK COVERING White 10-1. Synthetic 90% Non-fibrous (Other) None Detected Fibrous 222005168-0006 Homogeneous BC1-2-Black layer BRICK COVERING Black 100% Non-fibrous (Other) None Detected Non -Fibrous 222005166-0 M Homogeneous ES1-1 EXTSTUCCO White V16 Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous (Other) 222005166-0009 Homogeneous ES1-2 EXT STUCCO White 5% Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous (Other) zzzo6s1s6-0o10 Homogeneous ES1-3 EXT STUCCO Beige 5% Ca Carbonate None Defected Non -Fibrous 95% Non-fibrous (Other) 222oa516"11 Homogeneous OP-WT1-1-Texture ORANGE PEEL White 20% Ca Carbonate None Detected WALL TEXTURE Non -Fibrous 80% Non-fibrous (Other) 222005168-0012 Heterogeneous Inseparable paint/coating layer included in analysis Initial report from 08/11/2020115930 Page 1 of 2 ASE _PLM_0008_0001 - 1.78 Printed: 8/11/2020 9:59 AM EMSL Analytical, Inc. city of EMSL Order: 222005166 tOtO Yuma Street Denver, CO 00204 Customer ID: SRME42 Wheat Ridge Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.mm I denvedab@emsl.com Building Division Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy OP-WT1-2 ORANGE PEEL White 20% Ca Carbonate None Detected WALL TEXTURE Non -Fibrous 80% Non-fibrous (Other) 222005166-0013 Heterogeneous Inseparable paint /coating layer included in analysis OP -WTI -3 -Texture ORANGE PEEL White/Beige Non -Asbestos Asbestos Sample Description Appearance %Fibrous %Non -Fibrous %Type OP -WTI -1 -Drywall ORANGE PEEL Brown/White 15% Cellulose 66% Gypsum None Detected Inseparable paint /coating layer included in analysis WALL TEXTURE Fibrous 20% Non-fibrous (Other) OP -WTI -3 -Drywall 22205165-0012A Tan/Beige 15%Cellulose Hnmmanern.s None Detected OP-WT1-2 ORANGE PEEL White 20% Ca Carbonate None Detected WALL TEXTURE Non -Fibrous 80% Non-fibrous (Other) 222005166-0013 Heterogeneous Inseparable paint /coating layer included in analysis OP -WTI -3 -Texture ORANGE PEEL White/Beige 15% Ca Carbonate None Detected 85% Non-fibrous (Other) WALLTEXTURE Non -Fibrous 85% Non-fibrous (Other) Inseparable paint /mating layer included in analysis 22205165-0014 Homogeneous Beige 15% Cellulose 65% Gypsum None Detected Inseparable paint /coating layer included in analysis Fibrous 20%Non-fiibrous(Other) 222005156eUmA OP -WTI -3 -Drywall ORANGE PEEL Tan/Beige 15%Cellulose 65% Gypsum None Detected WALLTEXTURE Fibrous 20%Non-fiibrous(Other) 222005166O014A Homogeneous DDJMI-1-Texture DRYWALUDJM White 20% Ca Carbonate None Detected COMPOSITE Non-Fibmus 80% Non-fibrous (Other) 2220051660015 Heterogeneous Inseparable paint/coating layer included in analysis DDJMI-1-Tape DRYWALUDJM Beige 98% Cellulose 2% Non-fibrous (Other) None Detected COMPOSITE Fibrous 222005166-0015A Homogeneous DDJMI-I-Joint DRYWALUDJM White 15% Ca Carbonate None Detected Compound COMPOSITE Non -Fibrous 85% Non-fibrous (Other) Homogeneous DDJMI-1-Drywall DRYWALL/DJM Brown/White 15% Cellulose 65% Gypsum None Detected COMPOSITE Fibrous 20%Non-fibrous(Other) 222005166-0015C Hmmnnenamm DDJMI-2-Texture DRYWALL/DJM WhiteBeige 15% Ca Carbonate None Detected COMPOSITE Non -Fibrous 85% Non-fibrous (Other) 222005166-0016 Heterogeneous Inseparable paint /mating layer included in analysis DDJMI-2-Drywall DRYWALUDJM Beige 15% Cellulose 65% Gypsum None Detected COMPOSITE Fibrous 20%Non-fiibrous(Other) 222005156eUmA Homogeneous Analyst(s) Mollie Shrack (14) Timothy Kleehammer (12) Melanie Rech, Laboratory Director or Other Approved Signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analyfied method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the diets on the Chain of Custody. Samples are within quality central enters and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method") but augmented with procedures outlined in the 1993 ("finer) version of the method. This report mus[ not be used by the client to claim product certification, approval, or endorsement by NVLAP. NIST or any agency of the federal govemmem. Non -triable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) am reported as a single sample. Estimation of uncertainty is available on request Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Wb Code 20082M Initial report from: 08/11/2020 11:59:30 ASB—PLM-0008-0001 - 1.78 Printed: 8/11/2020 9:59 AM Page 2 of 2 Imo. s a ►d i V fi 6 m a N N N N N N o° b b v0 o0 0 0 � 0000 0 0 0 0 C0 0 C7 C7 C7 C7 C7 C7 m m 3 3 .°u t n e°'u nen oo e°u o 3 3 as m m co oa b m °: •v 3 3 Y � s s d b C, 0 0 0 r '\4n it •�N \ \ N �.r ld d Y i. Y m V V C O O m `" •O ❑ O G N a ,o 3 s o $ $ 0 0 a 0 v O o ❑ �' o a 'b LSI b aS "0 •O yO. yO W Q ,i„i ,� •O m Y v Yom+ v Y U U FC 'b G Q W W tC O O O O OO ty N N Cd N F O yam} w v s0. ��7rr Fy �•7. Ci G F .0 .0 .L'r rk X X GYO. O C H H H y C C C > > d d w ,y0. a a a c o 0 0 3 3 3 o 'N 0 � 0 N V N G C Q C U o v a n i a a o Q h e 3 o cd bo IV m y y y O O CO •a. X k k ;b ��, .� sem. it id /• N Colorado Geoscience & Design, Inc. P.O. Box 68 Franldown, Colorado 8o116 • Phone: 303.688.2150 - Fax: 303.688.1295 • CoGeoDesign.Com Zach Houston 12700 West 42nd Avenue Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 12700 WEST 42ND AVENUE JEFFERSON COUNTY, COLORADO REPORT NO. 20-071 April 14, 2020 FCO /-1c `t/� (� �J87m $� •/ZW71, O,�FSS/DN AL EN�\C�� J NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL City of Wheat Ridge Building Division ENGINEERS Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com GEOTECHNICAL Zach Houston 12700 West 42nd Avenue Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 12700 WEST 42ND AVENUE JEFFERSON COUNTY, COLORADO REPORT NO. 20-071 Apri114, 2020 y�'•°o•C woe° �Jl ° 47389 U: �� •°res°°° ,`�� c4s�0INA1-E NOT VALID WITHOUT ORIGINAL SIGNATURE STRUCTURAL CIVIL Reviewed 8-18-2020 R.Slusser ENGINEERS City of Wheat Ridge Building Division TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 3 5 5 6 7 7 7 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Information about the Report City of Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 GENERAL This report presents the results of data obtained during the subsurface investigation at 12700 WEST 42ND AVENUE, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at this site. It is our understanding an Auxiliary Dwelling Unit addition with a partial basement is planned for the residence. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads for the house to range from 750 to 2,000 pounds per linear foot of foundation wall. The topography of the site is generally flat. The vegetation at the site consists of native grass and weeds. The weather was cold and partly cloudy at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on March 31, 2020 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. The maximum depth of the drilling was 4 feet and 6 feet in B1 and B2, respectively, due to the cobble encountered at the site. Therefore a basement may not be feasible or heavy equipment may be required to excavate the basement. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. city of Wheat Ridge April 14, 2020 1 Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and Colorado Geoscience and Design Inc. shall be absolved from any and all responsibility for any damages arising from the failure to obtain proper site observations. If an individual or contractor performs an open -hole or site observation or disregards the foundation recommendations cited herein, other than those provided by Colorado Geoscience and Design, Inc.'s, or that which has been approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant construction recommendations. FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed residence be founded on continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads for at grade and basement depths shall be designed a maximum soil bearing pressure of 1,750 pounds per square foot (DL+LL). The entire foundation shall bear on the stiff to very stiff, sandy to very sandy clay. • Due to the cobble encountered at the site a basement may not be feasible or heavy equipment may be required to excavate the basement. 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at City of April 14, 2020 2 Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 4. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 35 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of %%2". CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is City of April 14, 2020 3 Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high-risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to '/4 inch in width and/or differential movement are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review 'A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High >_ 6 Note: the representative percent swell values nrPsented arP not naraccarilu maaciirart vahiac• rathar they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meets the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: City of April 14, 2020 4 Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than 1/2" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested April 14, 2020 5 Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. City of April 14, 2020 g Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. City of April 14, 2020 7 Wheat Ridge Building Division Subsurface Investigation Zach Houston Colorado Geoscience and Design, Inc. Report No. 20-071 Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. City of April 14, 2020 8 Wheat Ridge Building Division ge ion PROJECT: Subsurface Investigation JOB NO: 20-071 Colorado Geoscience and Design, Inc. CLIENT: Zach Houston LOCATION: 12700 West 42nd Avenue, Jefferson County, Colorado Log of Test Holes DRILLING METHOD: 4" Continuous Flight Auger 1 2 100 97 95 94 93 Coarse-grained sand, gravel and cobble, dense, dry, rust brown (Clear Creek Alluvium) Notes: 1. x/y indicates that "x" number of blows of a 140 -pound hammer falling 30 inches are required to drive a 2 -inch diameter sampler "y" number of inches. es 2. L1 Indicates depth at which soil samples were taken. Coarse-grained sand, 100 gravel and cobble, dense, dry, rust brown (Clear Creek Alluvium) 97 m CD m o' 96 m 0 OR 100ic3 Where Applicable--- a: s Indicates ground water encountered during the drilling operation. b. Indicates ground water encountered after 24 hours. City of c. Indicates auger refusal. d. —a Indicates caving. FIYuhg�Ridge Building Division i U z z LD > c � L 9 L n a a) E Z W_ U C N Q O W O a a a aS ai ai C c C (D Q) a> a a a c ai o we mo .0 -0 D V O O V a a a U) C C N ^ C > 3 > > O ("t, > _7 > > CO m a a a a a a to m m W m m 0 L -0U N L �U C L aaiU C L C L w C 3 U) C > to C N U .n N 0 -0 f6 U ® c a T T ® C 0 m _ w �'- �-2 QLQQ�Qry Z Z Z z Z Z u) c 0 U E pco cu (B CO co m m 2 cm> c m y N o (n o C) N 00 T d N e 0 it a c o ° 0') r N ro m 6 cc U) T N N 0 m ca o T T f� U d a 0 c ., fn y f� co T 0 e 0 U 0 zL:— ILL T r 11 (V Wheat Ridge Building Division U z z LD > c � W 0 o z 9 Q Ui n a a) E Z W_ U C N Q O W O D Q c 0 J City-bf Wheat Ridge Building Division APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of the local geotechnical practice is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. The geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. The geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. City of Wheat Ridge Building Division Swell Potential Chart Slab Performance Risk Category Representative Percent Swell (1,000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High > 6 vote: the representative percent Swell values presented are not necessarily measured values; rather, they are a judgment of the ,swell of the sail and bedrock profile likely to influence slab performance. The relative swell classification can be correlated to potential slab damage as follows: • Low: Slab cracking, differential movement, and heave • Moderate: Slab cracking and differential movement, partial framing void and furnace plenum closure. • High to Very High: Large slab cracking and differential movement, closed voids Closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: a. Soil and bedrock type and variability b. Stratigraphy c. Groundwater depth and anticipated post -construction moisture conditions d. Surface water drainage and features e. Post -construction landscaping and irrigation f. Construction details and proposed use g. Local experience Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post -construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to City of Wheat Ridge Building Division the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Hoineoii,ners," which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. City of Wheat Ridge Building Division BRACE WALLS, TOP &BOT., WELL SLOPED – 12" PER PRIOR TO BACKFILLING F1 0 FT. MIN. DO NOT DIKE WITH Y—SOD OR EDGING TOP 12" OF WELL–COMPACTED BACKFILL CONCRETE GRADE BEA" I - I MODERLLTELY COMPACTED FLOOR SLAB I i 14 1 AMP PROOFING POLYETHYLENE GLUED TO WALL EXPANSION JOINT AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 4" MIN. 5# BUILDING FELT 3/4" TO 1 1/2" CLEAN GRAVEL .. ti 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. Colorado Geoscfence & Design, Inc. PO BDxii FP'r-.;:: CO EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDATION) SECTION SCALE: NTS City of Wheat Ri Building Division FOUNDATION GRADING DETAIL 4'-0" MINIMUM _DECORATIVE GRAVEL OR BARK AREA. F0 0 0 o 00 0a �o ° 000 c° o0oo�po0O0 0Op SOIL TO BE SLOPED AWAY FROM FOUNDATION. WALL NOTE: I. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. GRADE DETAIL 2 City of Wheat Ridge Building Division '� • Lily nl Wheat 9e COMMUNIN DEVELOPMENT 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 must be in individuals' name, not a company. Property O\Nner(s): Project Property: Project Type: _Ad(4i ,�,%�. ©i &_AJ 4— Notarized signature of Applicant State of Colorado } County of ►e; -est `gyp } ss �c9c)03 S The foregoing instrument was acknowledged by me this `'o day of " 20A0 by 'Z c,tv, kA ou `�>° -o v-\ My Commission ExpiresA�_J2 A J20 a Notary Public NICOLE GILBERT NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20184044245 MY COMMISSION EXPIRES 11/22/2023 INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive n inspgction the following business day PERMIT: ADDRESS: AVE -)JOB COD Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground � �, Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof � �, 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS I PERMITA01 fibb�/ ADDRESS: d� V°� �eknOB CODE: ta Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. LI i CITY OF WHEAT RIDGE Building Inspection Division ��(303) (303) 234-5933 Inspection line 235-2855 Office.- (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: Li 0,9 F- Job Address: 2_7 Q C W 4 2 Permit Number: G Z0 CD D -7 ) LJ No one available for inspection: Time (A�:07 PM Re -Inspection required: Ye". -, es No When corrections have been made, call for re -inspection at 303-234-5933 Date: � L II Y Inspect DO NOT REMOVE THIS. NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rn Job Address: A) -A � Permit Number: r J1-6 �. . V V Si ►Ln;r t ❑ No one available for inspection: Time ! S AM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 r" Date:_ 11 Q 5 I W Inspecto DO NOT REMOVE THIS NOTICE 4. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: ) Q 7 O a L,.) Q Z_ ►s, �( Permit Number: 1 <e 0(3 n ~� / 1 " p I P -J S✓�'/` ❑ No one available for inspection: Time `� :57C) %_A_4/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:) ainspectOf / cst� DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201800071 PERMIT NO: 201800071 ISSUED: 01/08/2018 JOB ADDRESS: 12700 W 42nd AVE EXPIRES: 01/08/2019 JOB DESCRIPTION: Reroof with metal roofing panels Pro Pannel 2; house, front shed and front bunker; 6/12 pitch; 23 squares *** CONTACTS *** OWNER (303)910-0974 MURPHY DAVID A SUB (303)847-1708 Dave Sonner 170300 Sonners Contracting Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. I by m 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed.and tliaf`al work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. �—y=�� 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, any 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 Biiiix gbfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Roofing PERMIT - 201800071 PERMIT NO: 201800071 ISSUED: 01/08/2018 JOB ADDRESS: 12700 W 42nd AVE EXPIRES: 01/08/2019 JOB DESCRIPTION: Reroof with metal roofing panels Pro Pannel 2; house, front shed and front bunker; 6/12 pitch; 23 squares I by m 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed.and tliaf`al work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. �—y=�� 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, any 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 Biiiix gbfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. QSonners Contracting Inc. CMTAACTUX.INC C ienr: M' 3 : eve ! KathrynPrep": 1.2700 W. 42nd Ave. Wheat Ridge, CO 80033 Operator. DSONNER, Esttor. Fbsid(M: Company: Business: Type of Estimate: Dwe Enteree, Date i;st: Compieted: Price List: Labor Efficiency- Estimate: fficiencyEstimate }have Sowwr Presidfflrt-/. Gwner S©nners Contracting Inc_ P.O. Box 515 Castle Rock, CO 80104 Hail 7/1172t}t'7 Date Assigner 6/13/2017 7//11260 bate sob Completed: CODE8X_MAYI 7 Restoratian/Service/Remodel MURPHY DAVE u..Mm.0 PMA) 9TG-09174 Businm.- (303} 8474 708 E-mail: dave@sormerscontractiag. cam SqNNE�6nner� Contractingins. R ,S ry- w�` e27W W 42hxF Am 127(0JW42nd. Ave. DESCRIPTION QTY REMOVE REPLACE TAX TOTAL I. Cityof Wit Ridge roofkgpertoat fAG, EA. _ CITY FU TR13 TuarL 127W %r42na- Ave, 4-00 3:x9 D1ESCf2RIMON Root 1,922.96 Si r&ce Area 265 Twat Perimeter Length QTY REMOVE 19.23 Number of Squares 27.50 Total Midge Length: REPLACE TAX TAT 2: Remoxe fetal, roofing 3. Remove Tear oiri haeland rngr= - 1,930.34 SF 19-M 5Q 0.43 1.38 0.00 0.80 0.00 0.00 836.05 990.09 Aitetal woflaWd mwr existing asphalt rooing 4. 2Cs gee - up to 1" 2,:21.67 S:!' 495 5. ke=& watershietd 54'6.00 SF 0.00 1.65 15.56 916.46 . tipacc�s. lce and water barrier reguiredby= Wheal Ridgy Required to exfead 24" posy the inferior afthe up slope etteriai-r4utll for all insulated 6- R60fimg left.- lis lb. T R&R. Ridge vemit.- mcttsl.mofmg;- Standaud grade T3 w SQ 50 i Li 0.0& 157 27.99 i L69 6,92 2Loi. 39'4.30 7Fa.9i 8. Ridge cap - metal roofing 9_ R&R Ridgeend cap for metal roofing 50.00 LF 4.00 EA 0.00 4.57 5.09 24_78 8:36 3,55 262.86 121.25 10- R&R Fave trim for metal roofing - 26 gauge 91.00 LF 0..70 5 i4.fi7 535_I9 11. R&R'Gabie frim for metal ruoling - 26 gww�, LF 0.70 5.39 : G£�0 0:00 ]2. R.&R Ahzmiamn sidewsWendw$11 flashing -color-finish 29vo LF -0.51 T�1' 9:03 227.1 I 13- Show bar - gaivaniwd --powder coated 9600 LI O:oti'' K.36 62.64 1,921.20 14. Flashing;- pipe. d, 15 - R&R Flashing- pipcim* -.sAr LO 1 EA Im EA owl Wa 34.13 6c3_09 0.55 2.49 3A:1i1]` ILEI MURPHY -DAVE 8!28!2117 paw: 2- Sonners Contradinginc-_ CON'FINUED - Roof DESCRIPTION QTv_ REMOVE REPLACF P.Ep-LACY f& FEnhing -flu vent 2.00 EA 21- M=wv--rte- On, Sq. TAX TOTAL 11 E-v-afiw cam- ocumfi & LOO EA 0:00 102.39 1.10 205-88 Aleset !(IJW 550,30 10.00 550.30 Al/1nwvT to r -w -w- --fOl --I W —019P --f mvdwfwg- &-,. p.,,,� 13. Dumpster load - Approx 2() yard,, 1.00 EA 45536 20.14 0.00, 4 tons. ofddnis 23. RQGfM9 felt= 15 lb, 0.0D 0.00 455.56 Totals- Roof- oof3"'.79 2&. 3 lob - 20 yr. - comm. shingle Q3 SQ 01,00 27M 0,49, 27.92 3"'.79' 19,030.82 Gutters DESCRHrrION CITY REMOVE REPLACE' 19. R&R Gutter/ downspout - 94.00 LF (143, TOTAL alumimm - T'i-wedges for offset 9AI 33121 843.49 fhscia Ad'&Wnat mxerzal andlabor ropired install 9111t'r trough trt pinched[ � Pdm. & point guner I &vv.ftspaat 94100 LF 0.00 I.fi9 12D.13 T4whL 963A2 127414ti, W 42nd. Ave. 399.69 19,994.44 Other structures, WIS" Sw&-'ce Affea 39-85 Total Perimeter Length as Number of Sq'am 11.00 Total Ridge Length xftWv_XI P.Ep-LACY 21- M=wv--rte- On, Sq. TAX, T6,TA-'u composition shingle roafihl- - ind. felt 42�W* 049 We* 4W 22 Remove Additional layer of comp. mm; SQ" Shingles, remove (no haul off), 20.14 0.00, 19.74 23. RQGfM9 felt= 15 lb, 098 SQ OM 2&. 3 lob - 20 yr. - comm. shingle Q3 SQ 01,00 27M 0,49, 27.92 -91-ng - w1out felt 175.9& Z42.15 TCI(*-. Shelter MURPHY -DAVE -..337.85 8/28/2017 r pagpp: -3 Sonnen Cont ening fnc. W-ONNER aWVW- q 266.81 Surface Area 6918 Tatar Perimeter Length 2;67' Number of Squares 25. Remme Roll roofing; �T• SQ"' 38.03. 0.00 0.00 101.541 26. Roll roofing 3..00 SQ (LOG, 119.44 13.98 372.30: 27_ R&R -Drip edge 692.9 L1= 619 L99 3.28 157.5.9' Totals- shed 1.7.26 '1 oa 061cr-straervnes Line Item Totals: MURPHY DANK 42S,54 20,963:73 AGrlmITAW Areas: fib SF Wales Sf ftw- 0,00 SF Lang wall 0.00 Floor Area 1,976.52 Exterior Null Area 2,287.95Surface Area. 38.50 rbtatl Ridge Length fir:00 SF Ceiling A_Q@ SY Ft 0.00 SF Short Wall 0.00 Total Area 0.00 Exterior Perimeter of walls. 22.88 Number of Squares 0.00 Total' Flip 'Length OAO SF Watis and Ceiling 0-00 LF.FWwe3 0.00 LF CW L Perimeter 0.00 Interior wall Area Total Perimeter Length MURPHY—DAVE 9/28/ 1,T Page. 4' Sonners Contracting Inc:_ set swma"' . Line Item Total Material Sales Tax I"fir est Volae Net Cly Dave Sonner President i Owner Summary 20,538.14 425.54 SW,963.73 $20,9063.73 !VRONTINGENCY ELECTION. The homeowner intends to pay for the above-mentibned scope of work.witk, msurance nwmes and elects this bid as a cow1fiWnt agmcment ,wacreby Sommers Conimcdog lilt. represents the bmieowBer, attd theie best: interests, to thetr• iamtzer !'!6 �, . When,beth partfes agree upon price and scope of work, this agreement shall become legal and bindingat the s�m offtthe adjusters total claim amount, and any additional supplement allowances, with no additional cost to the homeowner except their insurance deductible. If thehomeowner elects a product upgrade exceeding, the insurers agreed upon allowance for indemnification, the additional costs will be the responsibility of the homeowner_ <;P,gp"ny additional. work.or unforeseen..repaa-requirements outside -of this agreement shall constitute a.written"Chartgc of' W« eVl order, aad_ilWl be subject.to atonal wfikh, 'sball be.4_-zespousi ty of the)Aomeow.ner .uaku coverage. `ss allowed by insurer. / y state, comttyor city taxes crr'fees oorc covered -by tbeinstaur are the aesperosrtutity'ofthe homeowner, and ate Essidered to be in -addition to the agreed.apmn pricirig- listed above- <,�ienthas been made aware of the terms and conditions of the Colorado Senate Addendum 12-038, stating that contractors can in no way compensate a homeownerfor their insurance deductible without committing insurance fraud, which, is a CLASS 2 MISDEMEANOR -materials are guaranteed to be as specified. All excess materials are the property of Sonners Contracting Inc. All wor is to be completed in accordance with standard industry practices; The contractor shall remedy any damages to the property &ectly relate to the molingprocess; however,, any dam ncpwcd.or vcu=d to the Mtn -Mr. of the propeuy 913.ctays aft the; completion, date of the project is the responsibility of the client and: their insumnce company Contmctfmg tilt. carnes a, limited liab'14 policy of ap to S1,000,0W, however; the cliez* is responsible- Eor catwyt9 thewows fere, tornado, and.other necessary insurances: Eimer, ere Contracting Inc, provides a 24month labor warranty in addition to all manufacturers warranties_°la deposit is required ap6n ttte. mraferiat d�iverydate, with the remaining balance due on the day of mpletion is independent ofthe final municipality inspection due to the requirements placed on a license holder by unicipality to satisfya city orcourrty pencil: Any balance not -paid in full within 30 days ofcompletion shall Tate paymenf fee of S15Q and a I.5°!o interest:every 30 days there after. In addition, all warranties will be voided - s g�aarl in an+ the corttrxtor reserves -fie rl t to file for a.rrzeclnicai lien ear the tnomeomwers propert}r. omeowner has 72 honts to,rescinci this contract Thereafter, cancelation of this conbrat<t shall one achieved. thXORgh Payanent of 100/ of the agreedupon cow ract Price if payment be made withict 7 calendar days. Addikuwadyiha laonreownff may xesciad if -the scone of work is not completed shy the completion waire nowt date of the homeowers, r -or wi e calm year hicheve p (Client signature) (Date) / IvlU"AY- SAVE 9/2-9/20 17 page-_ 5 L2709 W42ad,, Ave.. 12700 W 4,-W,., Ate, WRPHY—DAVE WM2917 Other structures Other structures MURPHY -DAVE 8!2812®7 7 rage: 7 From: no-reply@ci.wheatridge.co.us Sent: Monday, January 8, 2018 2:07 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? % PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 12700 W 42nd Ave. David and Kathryn Murphy 303-910-0974 Field not completed. Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes Roofinq contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Sonners Contracting Inc. 170300 303-847-1708 P.O. Box 515 Castle Rock, CO 80104 Contractor Email Address dave@sonnerscontracting.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) dave@sonnerscontracting.com 23 7500 No Pitched roof (2:12 pitch or greater) 2 What is the specific pitch of the PITCHED roof? 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? Etc) 6/12 19.3 Metal roofing pannels Pro Pannel 2 Metal R/R roofing material on house front shed and front bunker SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 3 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 Dave Sonner Email not displaying correctly? View it in your browser. SONNERS Sonners Contracting Inc. CONTRACTING INC Client: Murphy, Dave I Kathryn Property: 12700 W. 42nd Ave. Wheat Ridge, CO 80033 Operator: DSONNER Estimator: Position: Company: Business: Type of Estimate: Date Entered: Date Est. Completed: Dave Sonner President / Owner Sonners Contracting Inc. P.O. Box 515 Castle Rock, CO 80104 Hail 7/11/2017 7/11/2017 Date Assigned: 6/13/2017 Date Job Completed: Price List: CODE8X MAY17 Labor Efficiency: Restoration/Service/Remodel Estimate: MURPHY DAVE Home: (303) 910-0974 Business: (303) 847-1708 E-mail: dave@sonnerscontracting. com SONNERR Sonners Contracting Inc. CONTRACTING INC 12700 W 42nd. Ave. DESCRIPTION QTY MURPHY -DAVE 12700 W 42nd. Ave. REMOVE REPLACE TAX TOTAL 1. City of Wheat Ridge roofing permit 1.00 EA CITY FEE TBD Total: 12700 W 42nd. Ave. 0.00 0.00 Roof 1,922.96 Surface Area 268.58 Total Perimeter Length 19.23 Number of Squares 27.50 Total Ridge Length DESCRIPTION QTY REMOVE REPLACE TAX TOTAL 2. Remove Metal roofing 1,930.34 SF 0.43 0.00 0.00 830.05 3. Remove Tear off, haul and 1930 SQ 51.30 0.00 0.00 990.09 dispose of comp. shingles - Laminated Metal roof layed over existing asphalt roofing 4. Metal roofing - ribbed - 26 gauge - 2,123.67 SF 0.00 4.95 218.21 10,730.38 up to 1 " 5. Ice & water shield 546.00 SF 0.00 1.65 15.56 916.46 Ice and water barrier required by Wheat Ridge. Required to extend 24" past the interior of the up slope exterior wall for all insulated spaces. 6. Roofing felt - 15 lb. 13.84 SQ 0.00 27.99 6.92 394.30 7. R&R Ridge vent - Metal roofing - 50.00 LF 3.57 11.68 21.41 783.91 Standard grade 8. Ridge cap - metal roofing 50.00 LF 0.00 5.09 8.36 262.86 9. R&R Ridge end cap for metal 4.00 EA 4.57 24.78 3.85 121.25 roofing 10. R&R Eave trim for metal roofing - 91.00 LF 0.70 5.02 14.67 535.19 26 gauge 11. R&R Gable trim for metal roofing - LF 0.70 5.39 0.00 0.00 26 gauge 12. R&R Aluminum sidewall/endwall 29.00 LF 0.51 7.01 9.03 227.11 flashing - color finish 13. Snow bar - galvanized - powder 96.00 LF 0.00 19.36 62.64 1,921.20 coated 14. Flashing -pipe jack 1.00 EA 0.00 34.13 0.55 34.68 15. R&R Flashing - pipe jack - split 1.00 EA 6.02 63.09 2.49 71.60 boot MURPHY -DAVE 8/28/2017 Page:2 SONNERS Sonners Contracting Inc. CONTRACTING INC CONTINUED - Roof DESCRIPTION QTY REMOVE REPLACE TAX TOTAL 16. Flashing -flu vent 2.00 EA 0.00 102.39 1.10 205.88 17. Evaporative cooler - Detach & 1.00 EA 0.00 550.30 0.00 550.30 reset Allowance to remove cooler for access to roofing panel and roofing trim piece. 18. Dumpster load - Approx. 20 yards, 1.00 EA 455.56 0.00 0.00 455.56 4 tons of debris Totals: Roof 364.79 19,030.82 Gutters DESCRIPTION QTY REMOVE REPLACE TAX TOTAL 19. R&R Gutter / downspout - 94.00 LF 0.43 8.19 33.21 843.49 aluminum - 5" + wedges for offset fascia Additional material and labor required install wedge system for gutter trough due to pitched fascia. 20. Prime & paint gutter / downspout 94.00 LF 0.00 1.26 1.69 120.13 Totals: Gutters 34.90 963.62 Total: 12700 W 42nd. Ave. 399.69 19,994.44 Shelter 1 F_- 01) Other structures 98.19 Surface Area 39.85 Total Perimeter Length 0.98 Number of Squares 11.00 Total Ridge Length DESCRIPTION QTY REMOVE REPLACE TAX TOTAL 21. Remove 3 tab - 25 yr. - 0.98 SQ 49.03 0.00 0.00 48.05 composition shingle roofing - incl. felt 22. Remove Additional layer of comp. 0.98 SQ 20.14 0.00 0.00 19.74 shingles, remove (no haul off) 23. Roofing felt - 15 lb. 0.98 SQ 0.00 27.99 0.49 27.92 24. 3 tab - 20 yr. - comp. shingle 1.33 SQ 0.00 175.98 8.10 242.15 roofing - w/out felt Totals: Shelter 8.59 337.86 MURPHY -DAVE 8/28/2017 Page:3 SONNERS Sonners Contracting Inc. CONTRACTING INC DESCRIPTION Shed 266.81 Surface Area 2.67 Number of Squares 68.28 Total Perimeter Length QTY REMOVE REPLACE TAX TOTAL 25. Remove Roll roofing 2.67 SQ 38.03 0.00 0.00 101.54 26. Roll roofing 3.00 SQ 0.00 119.44 13.98 372.30 27. R&R Drip edge 68.28 LF 0.28 1.98 3.28 157.59 Totals: Shed 17.26 631.43 Total: Other structures 25.85 969.29 Line Item Totals: MURPHY -DAVE 42554 20,963.73 Grand Total Areas: 0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls and Ceiling 0.00 SF Floor 0.00 SY Flooring 0.00 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Wall 0.00 LF Ceil. Perimeter 0.00 Floor Area 0.00 Total Area 0.00 Interior Wall Area 1,976.52 Exterior Wall Area 0.00 Exterior Perimeter of Walls 2,287.95 Surface Area 22.88 Number of Squares 0.00 Total Perimeter Length 38.50 Total Ridge Length 0.00 Total Hip Length MURPHY -DAVE 8/28/2017 Page:4 ! Sonners Contracting Inc. a OW � 4i'VE Summary Line Item Total 20,538.19 Material Sales Tax 425.54 Repla,ceV*eat Grist V2JVe Net Claim �,i@,941,3.73 g2g,9b3.73 Dave Sonner President / Owner � fLONTINGENCY ELECTION: The homeowner intends to pay for the above-mentioned scope of work with insurance montes ana eiecis tiiiS bia as a contingent agreement„whereby Sonners Contracting inc. represents lite iomeowner. and their best interests. to their insurer�r'` � o, When both parties agree upon price and scope of work, this agreement shall become legal and binding at the s m of the adjusters total claim amount, and any additional supplement allowances, with no additional cost to the homeowner except their insurance deductible. If the homeowner elects a product upgrade exceeding the insurers agreed upon allowance for indemnification, the additional costs will be the responsibility of the homeowner. ��ny additional work or unforeseen repair requirements outside of this agreement shall constitute a written "Change of Work” ©rder, and scall oe SU -Beet to add:tiLomi Costs which, shall be the responsibiaty of the taon2cowner unless coverage is allowed by insurer. ',Any state, county or city taxes or fees not covered by the insww aire the responsibility of the honteowner, and erre considered to be in addition to the agreed .upon pricing listed above. gient has been made aware of the terms and conditions of the Colorado Senate Addendum 12-038, stating that contractors can in no way compensate a homeowner for their insurance deductible without committing insurance fraud, which, is a CLASS 2 MISDEMEANOR. ,r 11 materials are guaranteed to be as specified. All excess materials are the property of Sonners Contracting Inc. All wor is to be completed in accordance with standard industry practices. The contractor shall remedy any damages to the property directly related to the roofing process; however, any damage reported o* incurred to the interior of the property 99 days after the completion date of the project is the responsibility of the client and their insurance company. 0 avers Contracting Inc. carries a limited liability policy of up to $1,000,000; however; the client is responsible for carrying their own fire, tornado, and other necessary insurmces. in ers Contracting Inc. provides a 24 -month labor warranty in addition to all manufacturers warranties. A30% deposit is required upon the material delivery date, with the remaining balance due on the day of completion. Completion is independent of the final municipality inspection due to the requirements placed on a license holder by the governing municipality to satisfy a city or county permit. Any balance not paid in full within 30 days of completion shall incur a one-time late payment fee of S 150, and a 1.5% interest every 30 days there after. In addition, all warranties will be voided >�: t'ze acovustt is d in Jaz:! a,d the contractor reserves r xe i7g1 tQ file fox a nzec ua ica! Mien a:- +he h meowtieis property. homeowner has 72 hours to rescind this contract. Thereafter, camcelation of this contract shall be achieved through payment of l D,% of the agreed upon contract price if payment be made within 7 calendar days. Additionally, the var wowner may rescind if the scoff of work is not completed by the completion requirement date of the homeowners insurer or pvi a calendAy year hicheve pre (Date) (`liens signature 1R a!4Y OAV 1: 8/21 2017 12700 W 42nd. Ave. MURPHY_DAVE mM 12700 W 42nd. Ave. 8/28/2017 Page:6 Other structures Other structures MURPHY—DAVE 8/28/2017 Page:7 City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kim Cook, Building Division SUBJECT: Refund for Permit DATE: September 21, 2017 Reason: Homeowner cancelled work for Permit No. 201703613 at 12700 W. 42nd Avenue Please refund: Contractors License$ (acct 01-510-00-513) 80% permit fee: $ 150.76 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 100% use tax: $ 178.10 (acct 01-500-02-505) Total: $ 328.86 TO: Stellar Energy 4070 Youngfield Street Wheat Ridge CO 80033 Thank You! k,� Cala4 Permit Technician 00)�V) R City of Theat idge ug-,�MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29tb Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application JaF �4- Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29th Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): Address:10 a .7 0 l kjo City: State: Phone: 3z 'tO 16j,1 Zip: 9/ 0 c) ->::> .3 Fax: 120 Vf j 2 � ' Z -Email: o � CF c,) e4 Permit #: 70 17 0 fb 1 � Permit Address: ( 2 �� "'� Z �` ✓ Reason for request: I-c✓e f Printed Name: VU t'� 4 O ct ( Signature: Date: For office use only This request has been: p roved Denied Refund Amount: $ G Approved by: 1 wati Date: 'CO// www.ci.w heatridge.co. u s i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (30) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D1 11 j Job Address: 1-4 o IN (-I,P "—j Ave: Permit Number: -;3L 0 1-7 0 3 (o 1'3 _777i:s C' LG 6 r C_ J -P t]( NO i s j4r_ rZ 1I CLC I or tr on e C ek ❑ No one available for inspection: Time ? : 3 S AMIOM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: I f,�, Inspector: _r IS DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1 Residential Roofing PERMIT - 201703613 PERMIT NO: 201703613 ISSUED: 07/10/2017 JOB ADDRESS: 12700 W 42nd AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Composition asphalt shingles - 33 sq. *** CONTACTS *** OWNER (970)215-7185 REED ERIC SUB (720)746-1661 Jerry Hughes 090190 Stellar Energy Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,481.00 FEES Total Valuation 0.00 Use Tax 178.10 Permit Fee 188.45 ** TOTAL ** 366.55 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703613 PERMIT NO: 201703613 ISSUED: 07/10/2017 JOB ADDRESS: 12700 W 42nd AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Composition asphalt shingles - 33 sq. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 regardlessof activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. ;. 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 pen -nit. 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection �ervices 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 r any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. ) I " Dane Lovett 107 61 J " From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 12:26 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received 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 Property Address 12700 W 42nd Ave Wheat Ridge Property Owner Name Eric Reed Property Owner Phone 970-215-7185 Number V Property Owner Email ericpreed@yahoo.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Stellar Energy Contractors Inc. 720-=746-1661 Contractor Email Address office@energycontractors.com Retype Contractor Email office@energycontractors.com Address DESCRIPTION OF WORK Are you re -decking the roof?txz Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No Owens Corning Comp shingle Asphalt Field not completed. 33 No (/ Field not completed PEI TOTAL SQUARES of all 33 roofing material for this proj ect Provide additional detail re -roof house here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) l SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Tom Wilkinson Email not displaying correctly? View it in your browser. 3 10 id 0 Nil 601 1014"WX@ Agreement www.energycontractors.com 4020 Youngfield St, Wheat Ridge, CO 80033 Office: 720-746-:1661 Fax: 72o-897-2832 Client Name: Eric Reed Phone: 970 215 7185 Project Address: 3.2700 W 42"d Ave Other Phone: City, State, Zip: Wheat Ridge, CO 80033 Client Email: ericpreedCEDyahoo.com Specialist: Micah Maberry Preferred Communication Method: Specialist Phone: 303-495-4312 Referred By: Specialist Email: mica hmaberry@a berry@energycontractors.com Date: 6/7/2017 THIS PROPOSAL ("Proposal") is by and between Stellar Energy Contractors, Inc. ("Contractor") and the above client ("Client"). These provisions have been designed to facilitate proper communication between the Contractor and the Client. If you have any questions, please ask your energy specialist to explain. This Proposal (including appendices), along with the installation agreement ("Agreement") constitutes the entire contract between the parties regarding the Work ("Work'). Proposal pricing is valid for thirty (3o) days. i. Specifications (Roofing): We will always provide new colored flashing/rake edge, use upgraded underlayment, starter strip on all rake/drip edges, apply ice/water shield to all eaves/ valleys/ rakes, and apply 6 nails per shingle. These "upgrades" will extend your roof life, reduce damage to your wood trim, prevent wind damage and look better. We think that they should be required in the code and we would do them on our houses. WE DO ROOFS RIGHT! 33 Squares Measurements Field Area: 2991 Ridge: 84 Starter/ Eaves: tog Pitch: 5/12 Hip: 49 Valley: 33 Rake: 127 Stories: :L -Flashing: 17 Step Flashing: 4 REMOVE ❑ 1 Layer of Composition Shingles ❑ 2 Layers of Composition Shingles ❑ 3 Layers of Composition Shingles ❑ Wood Shingles ❑ Wood Shingles + 1 Layer of Comp. Shingles INSTALL ❑ 1/z" CDX Plywood ❑ 7/16" O.S.B. ❑ Underlayment 15 ❑ Ice & Water Shield ❑ 2" x 2" drip edge/rake metal ❑ 2" x 4" drip edge for eaves ❑ 2-1/2" x 2" D/L style drip edge baked enamel ❑ Open Valley System ❑ Closed Valley System ❑ 2" w/ Valley Flashing ❑ Matching Ridge Caps ❑ Chimney Flashing (seal and paint to match roof.) ❑ Roof to Wall Flashing (seal and paint to match roof) ❑ Skylights Step Flashing ❑ Cricket behind chimney to divert water ❑ Ridge vent L. F. ❑ Aluminum Turbine (baked enamel) ❑ Roof Vents # 4 ❑ Soffit Vents # (for proper attic ventilation ❑ _a_3 in 1 pipe jacks ❑ 4" heater vent caps ❑ i_6" heater vent caps ❑ _1_8" heater vent caps ❑ 6" roof jacks MEMO ❑ Promptly remove debris from job daily ❑ Sweep yard with magnet ❑ Utilize house protection package ❑ Protect landscaping as much as possible ❑ Roof deck replacement is not included and will only be added if required and with Client approval at $1.56 sq. ft. (approx. $50 per 4x8 sheet Proposed Selected Roof Type Color Price Option 1 Owens Corning Comp Shingle Desert Tan $12,705 Aluminum Patio Cover $1,261.92 Notes/ Special Instructions. "Gutters and Downspouts ($2,oi6.9o) s '04'TELLAR ,r www.energycontractors.com s 4020 Youngfield St, Wheat Ridge, CO 80033 r Ir ,, ., Office: 720-746-1661 Fax: 72o-897-2832 f p�jF7- s a �,. + �, Payment Terms and Loan Information. Contractor proposes to complete project in accordance with above specifications, for the sum of: $15,983.82 So% Down Upon Signing Som Due Upon Completion These payment terms reference payment due dates, in addition Client should review "Terms" section of Installation Agreement. **Any approved supplemental by your insurance company will be added to the agreement. Roofing Project Declarations (also stated in Installation Agreement). Pursuant to Colorado statute SB38- Colorado's Consumer Protection/ Residential Roofing Bill, Contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. Contractor shall hold intrust any roofing payment/ deposit received until roofing materials have been delivered to the jobsite. Certificate of Insurance identifying Contractor's insurance carrier and the types and amounts of coverage and our insurance contact information is attached or will be provided to Client and is incorporated herein by reference and should be considered part of this Agreement. Client may cancel this Agreement/ Proposal at any time prior to midnight of the third business day (Sundays and Holidays excluded) after the date of this transaction by sending a signed and dated written Notice of Cancellation by registered or certified mail, return receipt requested to 4020 Youngfield St. Wheat Ridge, CO 80033. Upon receipt of such Notice of Cancellation, Client is entitled to a full refund of any Pre -Payment (subject to custom and special orders) that was made under this Agreement and Proposal. If Client plans to use the proceeds from a property and casualty insurance policy to pay for the roofing work, client may cancel this Agreement/ Proposal after receiving written notice from the property and casualty insurer that the claim has been denied in whole or in part (subject to the same conditions and timeline above). Acceptance of Proposal. The prices, specifications, and conditions are satisfactory and are hereby accepted. Signatures Client: Name Eric Reed Date of Acceptance: 6/3.2/2017 Signature Eric yegd Stellar Energy Contractors: Name Micah Maberry Date: Signature - STELLAR Installation Agreement www. energycontra ctors. corn 4020 Youngfield St, Wheat Ridge, CO 8o033 Office: 720-746-1661 Fax: 720-897-2832 THIS INSTALLATION AGREEMENT ("Agreement") is by and between Stellar Energy Contractors, Inc. ("Contractor") and the undersigned Eric Reed ("Client"). These provisions have been designed to facilitate proper communication between the Contractor and the Client. If you have any questions, please ask your consultant to explain. This Agreement, along with the Proposal ("Proposal") including appendices constitutes the entire contract between the parties regarding the Work ("Work"). The parties agree to the following provisions: i. Scope of Work. Client authorizes Contractor to furnish all materials, equipment, and workmanship to install, construct, and complete the Work specified in the Proposal at the Project address indicated above, subject to the prices and other terms and conditions set forth in this Agreement and the Proposal. Unless expressly stated, neither the Agreement nor the Proposal includes costs for work required of other trades, including but not limited to, carpentry, temporary heat, masonry, drywall, painting, etc. 2. Timing. Botha signed Proposal and Agreement must be executed prior to scheduling work. If Contractor is delayed at anytime in the commencement or progress of the Work, by changes ordered in the Work, by labor disputes, fire, unusual delay in deliveries, utility delay, abnormal adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond Contractor's control, or by other causes which may justify delay, then the Agreement time shall be extended by such reasonable time as Contractor may determine. Depending on the project, testing could be required at completion. The Contractor will make every effort to complete this testing at the end of the last day of the project. Due to equipment scheduling and personnel certification, this may not be possible in every instance. If it is not, then a mutually agreed upon time will be determined to perform the testing. Contractor agrees to supply all labor, materials, and supervision to complete the Work in accordance with the Proposal. The Contractor agrees to undertake all Work diligently in a good and workmanlike manner, in accordance with good quality residential standards and practices, and in compliance with any applicable Building Code and all other authorities having jurisdiction. Client accepts that there may be inconveniences from time to time, and Contractor agrees to keep such inconveniences to a reasonable minimum. It is the responsibility of Client to take reasonable steps to provide a work area free of household obstructions, and to remove or protect household items in areas where it may be reasonably anticipated by Client that they may be subject to dust, damage or vibrations (ex. pictures and loose objects should be secured prior to roof or solar installation). Client shall remove all personal property from the work area before performance of the Work, and Contractor shall not be liable for damages to any such property if Client does not do so. Contractor agrees to keep the site orderly and reasonably free of debris. At the completion of the Project, Contractor shall clean the site and leave it fit for use. Contractor shall remove all equipment, materials, rubbish and similar material incidental to the Project. z, Change Orders and Undiscovered Items. The Contractor will perform any changes to the Scope of Work when a signed proposal detailing the changes and the price for changes is completed. In the interest of time, client can authorize email change orders, this allows the client to respond to an emailed proposal change with an email approval (email will be treated as signature for change). The Contractor makes every reasonable effort to ensure that the Scope of Work is comprehensive. However, inherent in retrofits where it is not practical to uncover all areas until the Work is being performed is the possibility of discovering additional improvements. These potential improvements will be brought to the client's attention for approval prior to making a change in the Scope of Work. S. Building Envelope Tightness and Indoor Air Quality. If the project includes air sealing, the Contractor will test the amount of air leakage through your home's exterior surfaces, referred to as the "building envelope". This test is used to estimate the heating and cooling energy cost savings attributable to air -sealing measures, and to estimate the amount of available fresh air that enters the home through leaks in the building envelope. While home efficiency upgrades often focus on reducing air leaks as a key strategy for saving energy and increasing comfort, these retrofits simultaneously reduce the amount of fresh air that is introduced into the home, potentially leading to increased levels of moisture and pollutants in the indoor air. Depending on the outcome of the test, a controlled mechanical ventilation system could be recommended. It may seem counterintuitive to seal leaks in the building envelope only to add a mechanical system to re -introduce fresh air; however, this strategy maximizes energy savings while safeguarding indoor air quality. The cost of mechanical ventilation options will be provided in a separate proposal if not already included. If the Client declines the mechanical ventilation proposal, signing a waiver will be required. ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: ~a n~i Ck1 °a 2 Ay-e_ Permit Number:' E i` ❑ 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: oJ-0~ Inspector: DO NOT REMOVE THIS NOTICE A , jf ' City of Wheat Ridge Residential Roofing PERMIT - 091361 PERMIT NO: 091361 ISSUED: 08/17/2009 JOB ADDRESS: 12700 W 42ND AVE EXPIRES: 02/13/2010 DESCRIPTION: Reroof -9 sqs CONTACTS owner .970/757-2122 David Murphy PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE. SUMMARY ESTIMATED PROJECT VALUATION: 2,000.00 ..FEES Permit. Fee 90.10 Total Valuation ,pp. c- Use Tax 36.00 IVG+(cv' TOTAL. 126.10 Conditions: 6 nail installation & mid-roof inspection required. Board sheathing spaced. more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and ,water shield required from eave edge to 2' inside exterior walls. ' Subject to field inspections. 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, easementsor 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 6=.. application and that I assume full responsibility for compliance. with the Wheat Ridge Building Code (I.B.C) and all other iM,; applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. ~ Bigna'Eure of contractor/owner (f "date _ 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the. laws of the y: State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. ' 2. This. permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension. may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be. acquired for a fee of one-half the amount. normally required, provided no ..changes have been or will be made in the original plans and specifications and any suspension or. abandonment has not p`c exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1). year, full fees shall be paid for a new permit. No work of any manner shall be done that will change. the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive ~r written approval on inspection card before proceeding with successive phases of the. job. 6. The issuance. of a permit or the 'approval of drawings and specifications shall not be `construed to be a permit for, nor an approval of, any violation of the. provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. ,,Signature of ilding Official date 'INSPECTS R QUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUEST MUSTBE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~v Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit pq Property Address: Property Owner (please print): /mss z*0 IVAI2144Y'r Phone: 2124 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description):no~ Construction Value: $ j5a56r' Description of work: (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ id6 Ate Sq. Ft./L.Ft added: Squares! BTU's Gallons Amps 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 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of ((OOOWNNER) (C NTRATOR) PRINTNAME: ~~17L°gy Lei/ ` LS~I SIGNATURE:(, Date: r F Bldg Valuation: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposetl by this permit applicationare accurate; and do not violate~applicatilenrdinances; mles orregulations of the City of Wheat Ridge or covenanfs; easements or restrictions'of recordt thatall measurements shown; and allegations -made areaccurate, thaE:l haveread aod agree3o abide by allconditions~printed on this . i.. application; and that I assume fullresponsibility for compliance with the Wheat Ridge Builtling :.Code(U.B:CJandallotherapplicableWheatRidgeordinances;fiorworkuntlerthispermit: . . . _ - . . . . . (OWNER)(CONTRACTOR) SIGN ~~w~~~ ~ ~TE ` J Use: Description : FENCE 6' PRIVACY ON FARTHEST E SIDE PROPERTY LWE. 201' BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MR 1/7/05. PROP. LINE LOCATION TO BE DETERMINED BY OWNER. Zoning : A-1 FENCE REDUCED TO 4' AT 30' FRONT SETBACK LINE, pIease Nofea pwnee/ canttactar is responsibte for locating property Approval : ljneg arta cptistcucting improvements according to the ~10~'~,.~p approved plan attd required development standards. The City is not responsible CoYinaccurate inforynziio:i Approval: submittedwithintheptauseCandan ccnsu,u..oo Occupancy : Walis : Roof : ag10TA ggsuiting fr om~~~•~~~t~at Electrical License No : Plumbing License No : Mechanical License No Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval Approval : (1) This pertnitwa&issued in accordance with theprovisions setforth in yopur application and is subject to thelaws of the State of Colorado and to the Zoning : Regulations andBuilding Code of Wheat Ridge; Colorado.or any other applicable ordinances of the City. . . . . . . .(2). TFis permitshall ezpire if (A) the work authorized is not commenced wifhin sixty (60) days fmm issue date or (B) the building authorized is suspended or abandoned for a period of 120 days (3) If this permit ezpires a new pertnit may be acquired for a fee of one half the amount normally required, provided no changes have been.orwill be made in the : original.plans and specifications and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment ezceeds one (i) year, full fees shall be paid for a new permit - (4) No work of any manner shall be done ihat will'change the naturel Flow of water causing a drainage problem. . : . . .(5) ; Contractor shallfiohfy ihe Building Inspector lwenty-four (24) houre in advance (or all inspedions and shall Tecerve wntten approval on inspection cartl tiefore - -proceednng wdh!successive phases of the job. " ' . . (6) The issuance ofa mit or the aggval of drawings and specifcations shall nof be construed to be a permit for, noi an approval of, any violation of lfie . prowsions ding or any otFi`errud~ ance, law, rule or regulahon: 11111 ~ . : . . . \ Chief Building In~spe6ctor ~ Please sign Terms and Conditions on reverse side of page. \ ~ COMMUNITY DEVELOPMENT DEPARTMENT o~ W"E'°'y SUILDING INSPECTION LWE - 303-234-5933 ~ , g CITY Of WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEA7 RIDGE, CO 80033 - (303-235-2855) °0~ oaj0° A PPl.1!'.4 Property O~vner: Property Address: Contractor License No.: Company: 1,2 7c'20~ GrJ , •S/ 2 rs~ /P~'~ Building Permii Number: Date: Phone: 7 j Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by Ihis permit application are accurate, and do not violale appliwbie ordinances, rules or regulations oithe City oi W heat RiOge or covenanis, easements or restrictions of record; ftt a11 measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prinied on this applicadon and that 1 assume full responsibiliry for compiiance wiU the Wheat Ridge Building Code (U.B.C) and all other applicable W beat RiCge Ordinances, for wodc under Nis permit. (OWNFANCANTRAC70R): V2lll8:$ /5'00.00 Permit Fee:S Plan Review Fee:$ I Ise Tax:$ Total:$ Description. r-' Sq.Ft.added /Zvp BUILDING DE ErT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: ` 04 „j~ . , Approval: ~ Zoning: A V„I-~ / BUILDING COMMENTS: ~ Approval: PUBUC WORKS COMMENTS: Approval: ~ t)( d Walls: Roof: Stories: ftesidential Units: ElecVical License No: Plumbing License No: Mechanical License No: Company: Company: Company: ExpiraGon Date: Expiration Date: Expiration Date: ApProval: ApProval: ApprovaL- (1) This pertnit was issufld in accordance with the provisions set forth in your appliqtion and is subjeU io the laws of the State of Cobrado aM to the Zoning ReguiaCOns aM Building Codes of Wheat Ridge, Colo2do or any other applicable ortiinances of the ciry. (2) This permit shall eryire it (A) the wotk auNor¢ed is not COmmentetl wiMin sixly (60) days from issue date or (B) the building autlwrized is suspended or abandoned iw a pariod of 120 days. (3) If this pertnfl expires. a new permit may be acquirad for a fee of one-haH the amount normally required. provided no changes have Deen or will be made in the original plans aM spedfio6ons and any suspension w abandonment Aas not wceeded one (1) year. if changes have been w N suspension or abandonment exceeds one (1) year, fuil fees shall be paid tor a new peimil. (a) No wMc of any manner sha11 be done ihat will change the naWral flow of waler causing a A2inage problem. (5) ConVaqor sha11 Irotiy the Buildinp Inspector Menty-1au (24) hours in advance for a11 inspections and shall receive wrinen approval on inspection card befae prooeeding with successive phases of the job. (6) TTe issuance oi a permit a the approvai o1 Orawings antl specifications shall rrot be construed to be a permil tor, nor an approvai oi, any violation ot the pravisions oT ft building Codes or any oMer ordinance, law, rule w regulauon. Chief Building Official APR., -3,Q' 01 (MON) 0 9:25 LAND TITLE-TITLE DEPT. Apr-30-01 06:22A Kurt O Linn Inc TEL:303 399 9046 237 6304 P. 003 P.02 ~ KU NN qugoixeig. 1576 Wnl 7304 AY11OW, LaM..oae, cewmao e1)21e rH: a03-233-117i, fAl! 30]-7]7-119+ Wp~Opl G - ~M~m~nl Fpprormml Imu iine 0 ~ GCI {Mi9,C) con0111~ Il u111PY ~ o - ominaal GL r c mu.a Eniry ~ cw~. nn .m~ I C,p • 9 Polla CavU1 o~un pin f P.• cnlmner o,H. er.rnnnp M'S,~F,S' • MnCI ef ON~ anrMaa vqLLio twmo SNe ~Point cf_eaginNng c_20 fBoll in conciele - - ~ - -ioa.e~s'- ' Allay rap- ~ x hlobbs 4JXn ~ ~ IX ~ Drrelling ~ ~ ~ ~ Wall ~ 10 V N ~ N ~ IO I N N ~ ~ ~ I I ^ I I ~ I ---i ~ i Access Driva tc ~ Ipwalling ~ I __J I ~ I ~ I ` I . I ~ IV . I L Weat 42nd Avenue Job No. Owner David & Kathryn Murphy 12700 Waet 42nC AVenue Wheqt Ridga, Cn. 80033 Gid Republic Notionol Tltla o772a 2-3 Lenq : Unlvereal Lending Corp. 306_e7~ A1~ 507~Rec -Jh---~ /I 1.5" die alley cap, ~ iq cUnc/ele % 3013e11 LS 7361 ~ X . i ° I c m x ~ r I ~ Bdc¢ k Jm o x u c Cella' ai L x ~ ie B~3 p o ry . Melal I O ~ SheJ . N ~ ~ N N 2' ~ ~ I u °u Coff91 x ' n ~ ~ \ \ / I . 1/2'Sq steel pin I 5" dia ollny cop \.in aoncrele Bel6 LS 7381 / 9 6J LEGAI, DESCRIP71DNo The Eoet 1/2 of the Following deacribad property: ~Deginning at 4 point 557.40 feet 50'10'E and 296.94 faet 1488'501 a1 the West 1/16 eorner on the Eoet and West canterllne of Secclon 20, Township 3 Souih, Range 69 Weet of the 9th PrinclPal Mefidian; thance N89'50'E 209.63 feaq thance SO'10'E a dietcnce of 201.00 feet; thence S75'09'W 216.70 feet: Ehance NO'10'W a dletonce of 256.23 }eet to the Point of Baginnfng, County of Jefferson, Stata of Colorodo. IMPROVEMENT LOCATION CERTIFICATE: I herady eertily lhat tMs ImDrovemenl Locqtlan CertHlepta wae preparetl 1of 4ha M4rphye, OIC papubiic Notlenal Tltle, and llnlvereal Lending CorP, thal It Is nol o I.qnd SuNey Ploe or Implovemen! Survry PI4t, epa ehoc It I. not la Pe roPed upon (or lhe aatobliahment of hnee, buildinq or cthsr tu[ura improvemnnl linu. I lutihar cartlly that the Impteuamante on tha above daeerlbed parod op thle dols, APfll 27, 2001 ercept utill[y eonneclloqe, ora antlfaly wlthln the baundarlq of tpa pqlce6 exeept ae ahowp, lhol lhere a~o tie eneropehmanLe upon the aswrlbed pnmieef by imprevemente on qny aGfoining pnmleae. exeept aa Indlea[akq, and lhat Ihera ig pe nppenni wiaanee or oiyn of ony .oriom•M eroeeing or purdening any part of aaia porcaN sxeep} as noted, .[~n. I 1., _ 1 ~ 1 Y1r~ ~ V 7 Mnoc, rrmoixa 10 ¢tmUa LAv. roi wXr cwcmc wr urx 12 ~t . K71p~ UI[0 WM III[C7 M 7174 IM~OVC1~1 LWTIp! ' U l1~~4 [ yIT T~M{[ T~Mi YT[~ ~ t11 ID~Wd ~'i i4~:°ie~e'~in Lu~a`~mr c" i~'fi'I~i`~ieu~wi Kurt o. Linn, J~~, .io auwE+ co~uio iaa~ i ta .[rn na lK ~+lt a rrc Dete April 30, CQ P 11 apnne•na exavw KapL {r Or nn~ FROM :MONTROSE IMPLEMENT-MOTORSPORT FRX NO. :9762401782 CERTIFICATE OF SURVEY `7~.i€, Coinei 0/7 F. ~ E' Sec. ZO, T3S, iP69lz' h~ h~ W~ W. ~jl/69°SOt Z96 9~ '•"''~~f i ~ y \ ~ NOTE : j.\~ lr~ 1/2-inch square °i steel pins.at points h marked thus: 0 ~ ~Tire ;eo AVE. ~'owei po/e NOTE: tOhiShow certificate dofsimnot provoeenrts on desc*ibed troct. 42N0 NB9°,5o E ° fe~ce May. 67 2001 08:30AM P2 O D ti ~v ~ 4 h ( iYooden sfiucfure ' ~ 57 /i✓Cliii~o/ir/n ~/c,5 DESCRZPTIODT: I SCQLE: I" =60' diYcb ^ p,~ N'" ~ f~~" Beginning at a point 557.40 feet SO°10°E and 296.94 feet N89050'E of. W 1/16 corner on east-west centerline of Sectzon 20, T35, R69W, of the 6th P.A;.; thence 1489°SO'E 209.63 feet; thence SO°101E 201.00 f.eet; thence S75009'W 216.70,feet; thence NO°10'W 256.23 feet to point of beginning. CERTIFICATION: I certify that the above drowing is a correci delineaHoaafifj~ survey made under . /7 / my supervision and comPleted on May 25, 1964 YFEVwRED BT REG,STERED lANO 5E+4% 4V1 F. ' S- . M94-I-I l, .NF E3AI:.F Y CertificateNo wKeWooo, coLon..oo COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76967 BUILDING INSPECTION LINE -(305-234-5933) Date : 4/16/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Property Address Contractor License No. DAVE MURPHY 12700 W 42ND AVE 18622 Phone : Company; S.R.T. ELECTRIC CO Phone : 477-3255 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,100.00 I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cily of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat idgge~9J,,dina es, for/y~/'qTk under th~is/,permit.~ (OWNER)(CONTRACTOR) SIGNED`~~ / /`~°C~f4 DATE `e, Description : CHANGE ELECTRIC SERVICE. 200 AMP. Permit Fee : $54.37 Plan Review Fee : $0.00 Use Tax : $13.20 Total: $67.57 Use : ta Sq. Ft. : Approval: Occupancy : Walls : Roof : Stories Residentiaf Units : Electrical License No : 18622 Plumbing License No : Mechanical License No : Company :S.R.T. ELECTRIC CO Company : Company : Expiration Date : 2/28/2005 Approval : OKIKS Expiration Date : Expiration Date : Approval : Approval : (1) This pertnitwas issued in accordance with the provisions set torth in yopur application and is subjecl to the laws of the S1ate of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any olher applicable ordinances of the City. (2) . This permit shall expire if (A) the work authorized is not commenced within sixty (80) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full (ees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. (5) Contrector shall notiy the Building Inspector hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permif or the approval of drawings and specifcations shall not be construed to be a permit toq nor an approval of, anyviolation of the provi5ions otthe building codes or any other ordinance, law, rWe or regulation. . / Wheat Cot 0 Chief Building Inspector Please sign Terms and Conditions on reverse side of page. B g Permit Application City of Wheat Ridge Builtling Permit Application Page 1 of 1 Department of Planning and Development Building Inspection line: 303.234.5933 Building Permit Number: City of Wheat Ridqe 7500 West 29th Avenue c~ 6 -0 Date: L; Wheat Ridge, CO 80215 303.2352855 Property Owner. DAVe Mu RPH Y Property Address: 12700 t.) . 92^d Aile WhecrE R%8g'e- Phone: Contractor License No: 181.2a- Pnone:~3 . - Com Panv: _qg-rEr&~ , OWNER/CONTRACTOR SIGNATURE OFUNDERSTANDING AND AGREEMENT so I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate Construction Value: 100 applicable ordinances, rules or regulations of the City of Wheat Ridge or covenantr, easements or restrictions of Permit Fee: record; that ali measurements shown, and allegations made are accurate; that I have read and agree to abide by a plan Review Fee: ~ mnditions printed on this applications and ass e f resp nsibility for mmpliance with the Wheat Ridge US2 TdX: Buiiding Code (U.B.C.) and all other ap cable Wheat ' Or n ces, for work under this permit. Total: -I6 'O ~ DATE : (OWNER)(CONTRACTOR) SI6NED: Description: Building Department Use Only Zoning Comments: SIC: Sq.Ft.: Approval: Zoning: Building Comments: ApprovaC. . . Public Warks Comments: Approval: lumbinq Lic ense No: Mechanical License No: Electrical License No: ompanyCompany: Company: [ on Date: xpi aVi pration Date: Approval ~ Expiration Date: A : PP Approval: (i) This permit was issued in accordance wilh the provisions set forthin your application antl is subjecl to the laws of the State of Colorado and to the Zoning Regulations and 8uilding Code of Wheat Rldge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fwm issue date or (B) the 6uilding authorized is suspended or ahandoned for a period of 120 days. (3) If thls permit expires, a new permit may be acquired for a fee of onAialf the amount normally require4 pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes have been made or if suspension or abandonment exceeds one (1) year, fuil fees shall6e paid for a new permil. (4) No work of any manner shall 6e done that will change the naWral flow of water causing a draina9e pmblem. (5) ConVactor shall notify the Building Inspector twentyfour (24) hours in advance for all inspections and shail receive written appmval on inspection card before pmceeding with successive phases oflhejab. (6) The issuance of a permit or the approval of drawings and specifications shall not he consUUed ro 6e a permit fee, nor an appwval of, any violalion of the provisions of the 6uilding cotles or any other ordinance, law, mle or regulation. Chief Building Inspector http://www.ci.wheatridge.co.us/building_permit_application.htm 4/23/02