The URL can be used to link to this page

Home My WebLink About7053 W. 28th Place1* � � i City of Wheat Ridge �� Residential Roofing PERMIT - 202100597 PERMIT NO: 202100597 ISSUED: 04/01/2021 JOB ADDRESS: 7053 W 28th Pl EXPIRES: 04/01/2022 JOB DESCRIPTION: Replace and re -deck residential metal roof, 20 Squares *** CONTACTS *** OWNER ( 3 0 3) 859-7496 DAV I S ZACHARY SUB (303)630-9252 MATTHEW COCKING 202268 AVANTI CONSTRUCTION LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,000.00 FEES Total Valuation 0.00 Use Tax 273.00 ** TOTAL ** 273.00 *** COMMENTS *** *** CONDITIONS *** ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER REQUIRE A 3RD PARTY INSPECTION. The 3rd party inspection report must 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 Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved mid -roof inspection, conducted when 25-750 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 25-750 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. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. COMMERCIAL ROOFS: 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. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 202100597 202100597 7053 W 28th Pl ISSUED: 04/01/2021 EXPIRES: 04/01/2022 Replace and re -deck residential metal roof, 20 Squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/01/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Roofing Permit Application Date: Wednesday, March 31, 2021 11:43:35 AM Roofing Permit Application THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Residential Commercial or Residential? How many dwelling units are on the property? Single Family Home PROPERTY INFORMATION Property Address 7053 W 28th Place Property Owner Name Zachary Davis Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Do you have a signed contract to reroof this property? 303-859-7496 zac.james.davis@gmail.com Yes CONTRACTOR INFORMATION Contractor Business Avanti construction LLC Name Contractor's License 202268 Number Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 970-471-9244 Contractor Email mcocking@avanti-gc.com Address Retype Contractor Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of wo rk: Project Value (contract value or cost of ALL materials and labor) mcocking@avanti-gc.com 20 $13,000 Are you re -decking the Yes roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? 6:12 7:12 4:12 & 5:12 Pill Describe the roofing Metal materials for the PITCHED roof: Type of material for the Metal PITCHED roof: Provide any additional New roof on new addition detail here on the description of work. (Is this for a house or garage? Etc) 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 Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Matthew cocking Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 72- .-.- Job Address: 70 V+ Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes o When corrections are complete, schedL#e re -inspection online. Date: nn AinT l41 Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE _j No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 'L/ Te Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE -/0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE P, Inspection Type: 7fx : (rt% /V�= Job Address:° Permit Number: .a ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: inspector: -5 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: LiNo one available for inspection: TimM/PM Re -Inspection required: YesLL When corrections have been made, sp'edule for re -inspection online at: http://www.ci. wheatridge.co. uslinspg ton .,.: p.`'spec-'-M��— � ► � i City of Wheat Ridge Residential Addition PERMIT - 202001946 PERMIT NO: 202001946 ISSUED: 12/10/2020 JOB ADDRESS: 7053 W 28th Pl EXPIRES: 12/10/2021 JOB DESCRIPTION: Two story addition to existing single family home. Includes new bathroom, two bedrooms and wet bar. Sq. Ft: 21067 Revision: removal of cooktop, microwave, oven, gas fireplace *** CONTACTS *** OWNER ( 3 0 3) 859-7496 DAV I S ZACHARY SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)999-7090 AIR QUALITY HEATING 100330 AIR QUALITY HEATING & A/C LLC SUB (303)257-8412 TOM A. PETRACK 160132 WHITEWATER PLUMBING INC. GC (303)630-9252 MATTHEW COCKING 202268 AVANTI CONSTRUCTION LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 275,000.00 FEES Total Valuation 0.00 Plan Review Fee 11469.52 Use Tax 51775.00 Permit Fee 21260.80 ** TOTAL ** 91505.32 *** 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. 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. 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. For one- or two-family dwellings, the first twenty-five feet (25') 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, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25°%) of the gross lot area and no less than one hundred percent (100°%) of the front yard shall be landscaped. Iki tell Will SWUM DID7!6'1r!\pngpUhl»IkiU]DIkiY=nnhlnwn[eiUkieYa 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 1 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 guaranteea. 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-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Monday, September 28, 2020 5:45:00 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 Proof of Sanitation Submission Form 7053 W 28 of 200928.odf Submission to Sanitation Department Upload Proof of Proof of Water Submission Form 7053 W 28 DI 200928 Ddf Submission to Water Department PROPERTY INFORMATION Property Address 7053 W 28th Place, Wheat Ridge, CO, 80033 Property Owner Name Zachary Davis Property Owner Phone 303-859-7496 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email zac.james.davis@gmail.com Address Attach City of Wheat electronic payment 7053 W Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Sandra Thompson What is your role in the Architect project? Contact Phone Number 720-541-3981 (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 SKT@Zagadesigngroup.com SKT@Zagadesigngroup.com 2 story addition to existing single family home. Includes new bathroom, two bedrooms and wetbar. Location of Work 2 Story addition to existing main house and addition to garage Square Footage of 2067 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 Field not completed. Survey 7053 W 28 of 200928.odf Field not completed. Project Value (contract $275,000 5275,000 Valuation is OK 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 Sandra Thompson Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, December 3, 2020 9:53:15 AM Revision to Permit Application Permit Number 202001946 assigned to project PROPERTY INFORMATION Permit Number 202001946 Property Address 7053 West 28th Place Property Owner Name Zachary J. Davis Property Owner Phone 3038597496 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email zac.james.davis@gmail.com Address CONTRACTOR INFORMATION Contact Name Matthew Cocking Contact Phone Number 9704719244 (enter WITH dashes, eg 303-123-4567) Contact Email Address mcocking@avanti-gc.com Retype Contact Email mcocking@avanti-gc.com Address DESCRIPTION OF WORK Detailed Revised Providing a New proof of submission letter and availability letter Scope of Work - from Sanitation District (no longer requires new service or taps, Provide a detailed existing lines OK), New proof of submission letter and availability description of the letter from Consolidated Water (no longer requires additional change in scope of hook-up, existing lines OK), Providing modified/updated work including architectural drawings (modified to highlight the removal of mechanical, electrical, cooktop, microwave, oven, gasfireplace)(I included ONLY the plumbing work updated drawing pages w/notes) occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11 N17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Undated Water Sanitation Submission 7053 w 28th dace.odf No Undated Drawings Submission 7053 w 28th dace.odf 0 No added valuation is OK Electronic Payment Form.odf 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Zachary J. Davis Revision Email not displaying correctly? View it in your browser. City Of 9rW1icatP,-i:cic-Tc_ CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DNISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.,f. 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Dec 1, 2020 Project Address: 7053 W. 28th Place, Wheat Ridge CO 80033 Name of Firm/Individual submitting documents: Project Type/Description: Zachary J. Davis (Homeowner) Addition (at an existing single family home): Expansion of existing attached garage, addition of a 2nd level above garage to include expansion of existing laundry room, one new bathroom, two new bedrooms, one new wet -bar (sink/refrigerator only) to the existing home. 757 SF at garage level, 1310 SF at 2nd level. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, William P. Willis * , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water 9 Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Applicant must adhere to District requirements and standards including the attached Availability Letter R1. Signature: --; C✓ � Date: 12-02-2020 (Agency Representative) * District Consulting Engineer ./ MARTINMARTIN CONSULTINGG ENGINEERS December 2, 2020 Mr. Zachary J. Davis 7053 W. 28" Place, Wheat Ridge, CO 80033 303-859-7496 Email: zac.james.davis@gmail.com Re: Wheat Ridge Sanitation District –7053 W. 28th PI - Availability Letter R1 Dear Mr. Davis, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the revised design drawings dated 11/30/20 and proof of submission requested and received December 1, 2020, for the development of an addition to the existing single family dwelling. The Addition includes expansion of a garage with a second -floor addition that includes bedrooms, bathroom, flex space and wet bar. The additional living area is not to have or renovate to include a Kitchen unit which would constitute an additional dwelling unit and is subject to District rules and regulations similar to a Duplex. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: 8 -inch mainline running west to east, east of the referenced property within 28' Place. It appears the property may is serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer service to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guaranteethat the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Revised Plans. After review of the plans, modifications to the design indicates removal of the kitchen as a part of the expansion. Conditional approval of the plans and issuance of the Proof of Submission is subject to allowance of a District representative to observe and verify that conditions have not changed, to include a new kitchen or use the residence as partial rental space. It is also understood based on a copy of the Consolidated Mutual Water Co. proof of submission that the water service will remain as an existing'/" service. Please be aware that if an additional unit is determined to exist, the required connection and service fees through the District, will be required. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Z&-C/� Bill Willis, PE Cc: Mike Bakarich – Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIMCOM CCONSOLIDATED mutual water December 1, 2020 Zachary J. Davis 7053 W. 281h PI. Wheat Ridge CO 80033 zac.james.davis@gmail.com Re: 7053 W. 28th Pl., Account #01000317-02 Dear Sir: This letter will acknowledge your request for a will serve letter for the above referenced property. Please be advised that the property is in an area served by The Consolidated Mutual Water Company (Company). Our records indicate that the property addressed as 7053 W 28th PI. is currently receiving domestic water from the Company through a 3/4 -inch meter (CMWCo Tap Number 26289/Account Number 01000317-02). Domestic water service may continue to be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. The Company's rules, regulations and requirements further state that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. Please contact this office at 303/238-0451 with any questions. Sincerely, Miss ompson app Administrator/Stock Representative cc: John Boyle, CMWCo President Andy Rogers, VP - Engineering & Operations k ,i CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Dec 1, 2020 Project Address: 7053 W. 28th Place, Wheat Ridge CO 80033 Name of Firm/Individual submitting documents: Project Type/Description Zachary J. Davis (Homeowner) Addition (at an existing single family home): Expansion of existing attached garage, addition of a 2nd level above garage to include expansion of existing laundry room, one new bathroom, two new bedrooms, one new wet -bar (sink/refrigerator only) to the existing home. 757 SF at garage level, 1310 SF at 2nd level. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Ml ��_ q-ThuiivsD-u , am a duly authorized representative of the agency indicated beloW and do, by My signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes. — I C�I i �',V6 WLLYLP_ss - Signature: Representative) in The eh"ae, df' City of Wheatldge CITY OF WH/AT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855. f. 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 09/23/20 Project Address: 7053 W 28th Place Name of Firm/Individual submitting documents: Project Type/Description: Zaga Design Group / Fernando Gomez New 2 story addition to existing single family home. Includes new bathroom, two bedrooms and a wet bar. 757 SF at Main level and 1310 SF at second level. Signature of Firm Representative or Individual: Ferna("� GofT12Z pigiWlysignedbyFemand.G..ez ndo G pate: 2020.09231023: 47-06'00' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY William P. Willis * I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water X o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Conditions are to meet requirements of the attached availability letter. The addition is considered an ADU and is subject to an added tap and connection fee in accordance with District and Metro's standards and rules. All District requirements pules and Eegulatm� RG ttr ffi t a- all t---- Signature: Date: (Agency Representative) 09/25/2020 * Wheat Ridge Sanitation District Consulting Engineer _::ONSOLIDATED mutual water September 23, 2019 Fernando@zagadesigngroup.com Re: 7053 W. 28th PI., Account #01000317-02 Dear Sir: This letter will acknowledge your request for a will serve letter for the above referenced property. Please be advised that the property is in an area served by The Consolidated Mutual Water Company (Company). Our records indicate that the property addressed as 7053 W 28th PI. is currently receiving domestic water from the Company through a 3/4 -inch meter (CMWCo Tap Number 26289/Account Number 01000317-02). Domestic water service may continue to be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. The Company's rules, regulations and requirements further state that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. Please contact this office at 303/238-0451 with any questions- -Sincerely, M, . I Rux"N_____ MissyTh�n pson Tap Administrator/Stock Representative cc: John Boyle, CMWCo President Andy Rogers, VP - Engineering & Operations City of W heat Pjdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 09/23/20 Project Address: 7053 W 28th Place Name of Firm/Individual submitting documents: Project Type/Description: Zaga Design Group / Fernando Gomez New 2 story addition to existing single family home. Includes new bathroom, two bedrooms and a wet bar. 757 SF at Main level and 1310 SF at second level. Fernando Gomez Digitally signed by Fernando Gomez Signature of Firm Representative or Individual Date: 2Q2o.092310:23:47-06-00- DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, , am a duly authorized representative of the agency indicated beta and do, by iby signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District Consolidated Mutual Water District o Clear Creek Sanitation District fa Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: r] Ae I re1. Signature: _ r T" Date:Y3 ,-{Age cy Representativ ) COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS 2 o7 22 Q NAL l/lr l l tiW PROPOSED SINGLE FAMILY RESIDENCE 7053 West 28th Place Wheat Ridge, Colorado Prepared For: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 Attention: Ms. Mary Rivas Randy Slusser 10/13/2020 City of Wheat Ridge Building Division Project No. 17-10632 July 22, 2017 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................4 FOUNDATION BACKFILL..................................................4 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION........................................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TEST HOLE LOGS.......................................................2 SWELL CONSOLIDATION TESTING..........................................3 City of Wheat Ridge Building Division PROJECT NO. 17-10632 July 22, 2017 Page 1 of 7 SCOPE A geotechnical and geological engineering investigation was conducted at 7053 West 28' Place, Wheat Ridge, Colorado, to determine foundation design criteria and interior floor system recommendations for a proposed single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call constructing a new single-family residence. The structure will be two -stories over an approximately four -foot -deep crawl space. A wood frame superstructure will be supported by a reinforced concrete foundation. SITE CONDITIONS The site is in a fully -developed residential subdivision in Wheat Ridge, Colorado. The surface in the general vicinity slopes to the southeast at gentle to moderate grades. The surface within this lot slopes to the southeast at very gentle to gentle grades. Vegetation consists of shrubs, trees, sod, native grasses and groundcover plants City of typical of landscaped residences and fallow agricultural land in the Wheat Ridge area. Building Division PROJECT NO. 17-10632 July 22, 2017 Page 2 of 7 The only apparent geologic hazard that may affect the proposed construction is shallow groundwater. Recommendations for mitigating this hazard are presented herein. , SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole as close as practical to the anticipated building envelope. Approximate test hole location is shown in Figure 1, Test Hole Location Plan. The test hole was drilled to a depth of 25 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low-energy stream flow. Approximately four feet of fine to medium -grained, clayey sand overlays 20 feet of sandy, soft clay. A medium -grained, gravelly sand was encountered below the clay to the total depth investigated. Bedrock was not encountered during drilling operations. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded sandstones, siltstones, claystones, shales and conglomerates. Bedrock contacts are gradational. Detailed soil and bedrock descriptions are presented in the Test Hole Log on Figure 2. Bedrock will not affect foundation design or performance due to soil depth and groundwater. City of Swell -consolidation testing was conducted on one representative soil Wheat Ridge sample from a depth of three -feet. Test results indicate that the Building Division soils at, and below, foundation bearing depth have no swell potential. The soil sample consolidated 0.7 percent when saturated under a PROJECT NO. 17-10632 July 22, 2017 Page 3 of 7 constant load of 1000 psf. Detailed test results are presented in Figure 3, Swell -Consolidation Test Results. Groundwater was encountered at a depth of eight feet below existing grade during drilling operations. Free water was present at a depth of seven feet below existing grade when checked 16 days after drilling operations. Groundwater appears to be part of a regional perched water table on top of the bedrock. Groundwater depth may vary seasonally and with varying precipitation received during any given period. Future groundwater depth will also be affected by other variables, including: final surface elevation, site drainage and landscape irrigation after development. Measures may be necessary to stabilize the excavation bottom if saturated soils are present at foundation bearing depth. Over - excavation and replacement with three to six -inch -diameter rock driven into the soft soil may be necessary to stabilize foundation support soils. The need for stabilization and appropriate measures can be better evaluated after the excavation is completed. Excavation with a tire -mounted front-end loader may not be possible if saturated soils are encountered. Excavation dewatering may also be required to facilitate foundation construction. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS City of The foundation can be supported on continuous spread footings and Wheat Ridge isolated pads designed for a maximum contact pressure of 1500 psf. . Building Division Maximum contact pressure shall be calculated using full dead load plus full live load. PROJECT NO. 17-10632 July 22, 2017 Page 4 of 7 Footings shall be constructed on relatively undisturbed native soil that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Soils below anticipated foundation bearing depth are near saturation and soft and may not be suitable for supporting footings. Stabilization measures may be necessary if soft or saturated soils are encountered. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 60 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. DRAIN SYSTEMS A foundation drain system is not required for the soils present and the type of construction proposed. Foundation drain system recommendations and specifications can be provided if plans change to include habitable below -grade space. FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. The floor system should be installed or walls should be braced to help prevent movement during backfill operations. Controlled puddling shall not be used. City of Wheat Ridge The ground surface shall slope away from the foundation. A minimum Building Division grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owner PROJECT NO. 17-10632 July 22, 2017 Page 5 of 7 should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soils may move if support materials become wet. Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will occur. Expansion potential of soils at, and below, garage and interior floor depths indicates there is a low risk of significant interior floor slab movement. The following procedures will help improve slab performance, minimize potential for movement, and help prevent damage if some risk of movement can be tolerated: 1. Subgrade should be prepared based on the soil type encountered. Expansive materials should not be compacted more than necessary during excavation and construction. Clays should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock shall be placed beneath the slab. Rock should be covered with an impervious vapor barrier. A 4 -inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 square foot City of areas. Wheat Ridge 5. A minimum void space of 2 inches should be constructed above or Building Division below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of 2 inches above the floor. PROJECT NO. 17-10632 July 22, 2017 Page 6 of 7 6. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. DAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be controlled, as much as possible, to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions City of should be used to discharge water beyond foundation backfill where Wheat Ridge backfill soils are not covered by pavement and/or sidewalks. Building Division The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from PROJECT NO. 17-10632 July 22, 2017 Page 7 of 7 the Colorado Geological Survey. Recommendations contained in the - report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms and reinforcing steel placement in foundation walls should also be inspected to insure compliance with these recommendations, engineered foundation plans and City of Wheat Ridge requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. City of Wheat Ridge Building Division TEST HOLE LOCATION PLAN 7053 WEST 28th PLACE WHEAT RIDGE, COLORADO i •TM_1 OOP L lop -� WEST ,28TH PLACE EXPLANATION O TH —1 FOUNDATION DESIGN TEST HOLE Test holes are located and measured using taping and map measurement. Locations should be considered accurate only to the degree implied by the method used. 30 15 30 SCALE: 1 " = 30' emm.0 PROJECT N0. � 17-10632 COMPLETE ENGINEERING SERVICES FIGURE 1 TEST HOLE LOGS EXPLANATION: FM SAND; fine to med. grained, clayeto very vlayey, loose, moist, brown, R). CLAY; sandy, soft, very moist to wet, brown, (CL). SAND; medium grained, gravelly, intermixed with claystone clasts indicates near bedrock contact, med. dense, wet, brown, (SP). PROJECT NO. 17-10632 r�� r� 0 5 — 10 — 15 — 20 — 37/12 s -c 33/12 ]2/,2 34/12 25— '19/10/11 13/12 Indicates location of standard penetration S—C test. Indicates 13 blows with a 140 pound 0.07 hammer falling 30 inches were required to drive a 2.5" diameter sampler 12 inches. S—C indicates sample tested for swell— consolidation potential & percent swell (+) or consolidation (—). ]9/12/11 Indicates location of standard penetration test. Indicates number of blows with a 140 Ib. hammer falling 30 inches required to drive a 2.0" diameter sampler successive 6" intervals. Indicates approximate location of boundary between lithologic units. Transition may be gradual. Indicates depth to water measured at given number of days after drilling. COMPLETE ENGINEERING SERVICES FIGURE 2 3 r5 2 us 31C 1 w 0 bt 1 2 F p 3 4 0.1 1 0 2 K 3 4 F 0 5 0 6 U SWELL- CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 18.9% UNIT DRY WEIGHT: 105.8 pcf DESCRIPTION: Sand, clayey, It—tern FROM: TH-1 AT 3 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 1.0 10 APPLIED PRESSURE (k9f) MOISTURE CONTENT: UNIT DRY WEIGHT: DESCRIPTION: FROM: we 0.1 1.0 10 ioo APPLIED PRESSURE (ks fl r.� PROJECT N0. � 17-10632 v COMPLETE ENGINEERING SERVICES FIGURE 3 AAA SURVEYING LAND CONSULTANTS , LLC P.O. BOX 2016, CO 80107 303-519-7015/FAX 303-940-4927 IMPROVEMENT LOCATION CERTIFICATE ATTEN: JIM RODRIGUEZ JOB NO. 18-0425 DATE: 1111612018 FEE: $ 325.00 CLIENT : REMAX PROFESSIONALS ADDRESS: 7053 WEST 28TH PLACE LEGAL DESCRIPTION (PER CLIENT) SCALE 1"=30' LOT 4, MORTENSEN RESUB OF BLOCK 2, COUNTY OF JEFFERSON, STATE OF COLORADO. LEGEND: s--x-- EXISTING FENCES N 89'58'10" E O FOUND NAIL/TAG 3214• 0 FOUND #4 EBAR \ } FOUND CROSS \ / f / v NCP. ynbJ�6 F � / 3 `w/j/�4 r �� / (v / G v o / P� h h g � 81.83' N 89'53'59" E h� On the basis of my knowledge, information, and belief, I hereby certify that this improvement location certificate was prepared for REMAX PROFESSIONALS that it Is not a Land Survey Plat or Improvement Survey Plat and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above described parcel on this date, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening of any part of sold parch except as noted. "NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect In this survey be commenced more than ten years �from the date of the certification shown hereon. Itl0d" nQomRE�z Art O ��F i A 18118 x'30 ILII D 4C IS aFANN ESUSING M L LA� PUTIEO ANGLES QP NI All TICS AND WNENSIIXIS All TIES SilowTo NIFS U PftfPERiY IINES AFE RICHARD E. HEINZ, P.L.S176716 Nam us (./-) � ► � i City of Wheat Ridge Residential Sunroom PERMIT - 202001812 PERMIT NO: 202001812 ISSUED: 11/03/2020 JOB ADDRESS: 7053 W 28th Pl EXPIRES: 11/03/2021 JOB DESCRIPTION: Enclose rear porch with windows, resurface adjacent materials and rewire existing light to fan w/ l fight - 141.5 sq ft total *** CONTACTS *** OWNER (303)859-7496 DAV I S ZACHARY SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC GC (303)630-9252 MATTHEW COCKING 202268 AVANTI CONSTRUCTION LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71500.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 442.29 *** 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. 1* � � i City of Wheat Ridge Residential Sunroom PERMIT - 202001812 PERMIT NO: 202001812 ISSUED: JOB ADDRESS: 7053 W 28th Pl EXPIRES: JOB DESCRIPTION: Enclose rear porch with windows, resurface adjacent existing light to fan w/light - 141.5 sq ft total 11/03/2020 11/03/2021 materials and rewire I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any 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. no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, September 10, 2020 12:42:07 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Residential 7053 W 28th Place Zachary Davis 303-859-7496 zac.james.davis@gmail.com Submitting General Sandra Thompson/Zaga Design Group, Inc Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 720-541-3981 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address skt@zagadesigngroup.com Retype Contact Email skt@zagadesigngroup.com Address 01:K161CiI91 ffl0N]ayOLib]N:/ Detailed Scope of Enclosure of existing rear porch with windows. resurfacing of Work - Provide a adjacent materials and rewire of existing light to fan light. Non - detailed description of structural. work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 141.5 sf scope of work Location of work backyard (backyard, on roof, etc) Project Value (contract $7500 ok bf 10/1/2020 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. • •.• Drawings7073 W28TH PLACE REAR POC • ENCLOSURE •• 17" or larger 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Sandra Thompson Permit Email not displaying correctly? View it in your browser. City of Wh6a-t 9e COMMUNITY DEVELOPMEPIT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: Q z4 General Contractor: ' nS (-"Cv L41,- c c� FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: +� ��' C i -b'— Contact Phone #: ?00 ' 2V— 1 Q Wheat Ridge Contractor License #: 120(-S(required field) State License #: 3 -�,,3S Master License #: Zq Printed Name f Authorized Agent SignatureXt6Wiied Agent Date City of i(�j�rwh6atR idge COMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. F: 303.237.8929 July 22, 2019 Owner/Occupant 7053 W 28th Place Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201707720 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — August 19 — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of W heat jge COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 303) 235-2855 Office • (303) 2}37-929 Fax INSPECTION NOTICE Inspection Type: r—, /I Job Address: _707 . o"?-%" ?/– Permit Number: ''2O `7 ❑ No one available for inspection: Time ( 22 M Re -Inspection required: Yes o� When corrections have been made, call for re -inspection at 303-234-5933 j Date: %°� Inspector: ID DO NOT REMOVE THIS NOTICE i nb . a OY=nO o I s 0 0 o N „ O •1 y �'�bzz N N ry n M �CrJiJy� A '. W rr r. 0. n Cl M o ria �� _ n O prr O�dY� O d.. ezD O a n �N�C7r 3 5 y N a a� C)(=- nEn 0 H O IV C o-, rA !�D h O O O �Nw 5C eSD � b0�wto M ro•m �zN� S� e• 00 O M o H Yr0 ao ►� �So CD o m m E3 x gucL O rt 0W O O �, SD marc �CCD"�t7 ua�a ra m 0 M FP- N 'ry n 00 d ,< S p rt £ rt c0 r ee m � p E+. O C] m(7 J < S A 00 O x m pa Q cN y a H w c '7 � h~rJ (D F+ W N H O Orr � M ..j °.+° b eSD p• � l V r ro x� x b b CL�'�, M ~ w IM c .. a N• w°m O rt �� a '�1 S =CDCD V n ~ O N O � •a w " ft 00 rr 0 o eD rr O rl n � e a a o10 N O n i N p t O aft 00 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: (' Job Address: =�� S \A i Z P i Permit Number: —Z-6 1 'q G 2 %7 —10 L] No one available for inspection: Time d = c; �LA�/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: « i5 / Inspector: o' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �'�, Inspection Type: rn� `r `"^'(---� Job Address: i�5� a 1)Vy, Permit Number: ❑ No one available for inspection: Time d6_ Re -Inspection required: es No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax II SPEgTION NOTICE Inspection Type: F ` r~ C . \ c _ �, r: i CITY OF WHEAT RIDGE �r,(3Building Inspection Division 03) (303) 234-5933 Inspection line 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: a E n c --) ,.,2 6 AAyn (--,b �- \ n. vp� \ e Cj ❑ No one available for inspection: Time 30 CAM)/M Re -Inspection required:es No When corrections have been made, call for re -inspection at 303-234-5933 Date: \_ `-1 I Inspector: I 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: q07—, Job Address: '705--3 U'? Permit Number: 2 0170 7 2.1(? E� � 60� c✓'ra,'n(�� t �0;Grr'P. SS�rrC ' f'r ❑ No one available for inspection: Time ` so &M Re -Inspection required: 9 No When corrections have been made, call for re -inspection at 303-234-5933 Date: / ' j 1 Inspector: ban&, Love- "f ` 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: Job Address:'-) ©'Q Permit Number: -?p17()? %i -U FI Y !/'14! j #/,, ce/i�j tA �1b 1/,0ri ❑ No one available for inspection: Time AM/& Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 11 Date: E L Inspector: Lovfit DO NOT REMOVE THIS NOTICE 41 rt CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office'a (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V\ c, A Job Address: Permit Number: O -1;>1"1 �b 6 F—t " c ! l /%34- ft Gni ori �sG'.'i' L)No one available for inspection: Time i S� AMI(, MM Re -Inspection required: 6 No When corrections have been made, call for re -inspection at 303-234-5933 Date: l inspector: 60,nP,_��F�f` 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: Job Address:' Permit Number: 01 ?07;12r d ❑ No one available for inspection: Time 11'S-6) AM6 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: I i 1 J Inspector: DO NOT REMOVE THIS NOTICE 1* � 4 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: qo— y-' /wi Roar Job Address: 21i 53 LJ 2 04 L Pf, Permit Number: 2o12077 G `-- [•+. ,1 ja ❑ No one available for inspection: Time 1, ) j AM/PIVy Re -Inspection required: i ?Yes; No When corrections have been mad call for re -inspection at 303-234-5933 Date: 11 i' 311Inspector: ba!Y Ljlk -4 DO NOT REMOVE THIS NOTICE 1 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: Job Address: I VII f � Permit Number: 2-0 0 77 ❑ No one available for inspection: Time ) "/ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection 93 at 303-234-5 Date: I)�/// Inspector: f � t DO NOT REMOVE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-$933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 310 EM Job Address: 7053 W 9 'S I L�,, Permit Number: 2,0170772-0 ❑ No one available for inspection: Ti e AM/PM Re -Inspection required: Yes No When corrections have been made, I for re -inspection at 303-234-5933 Date: 1011011A Inspector: 07_0 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: 9o/ Uri �P�a lGyn of Job Address: -7 053 W Permit Number: ?-0170 77�-Q No one available for inspection: T' e /� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Dated 0 i //9 Inspector: P! !f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Avision r} (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTRN NOT)CE Li 01- a s , ,j,�_ Inspection Type: y C a - Gas fi Ic - e r leas` Job Address: -7 O S3 W a a —0 P L Permit Number: a o I '7 0-7 -7 -,? a 4e r- r -e eat ❑ No one available for inspection: Time I I = S -q &PM Re -Inspection required: Yes SO When corrections have been made, call for re -inspection at 303-234- Date:- `3 a 'R 1 S Inspector: - b 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: L1,9,� G M Q 6 Job Address: -70 5-3 LV �7t /L Permit Number: ,�J / 70 7 7 d ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: °de No When corrections have been made, call for re -inspection at 303-234-5933 Date: a b3 i ei Inspector: , DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 91 Building Inspe611o'n1Divis1on (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 307- MLS Inspection Type: 3 S- �5 � v w c; P a. n Job Address: -7 0 S3 W a B +_h IL-,) Permit Number: "D 0 1-7 0 -7 X 3 0 La-"-ke ❑ No one available for inspection: Timet _ d' q AM(9M Re -Inspection required: Yes E) When corrections have been made, call for re -inspection at 303-234-5933 Date: -7-&- j�lnspector:_ __T_"D 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 Type: 5y— Inspection T e: Job Address: Permit Number: ❑ No one available for inspection: Time `"7 AM IVI Re -Inspection required: Yes C012- When corrections have been made, call for re -inspection at 303-234-5933 Date: '/ `/ Inspector: DO NOT REMOVE THIS NOTICE ��tt I i T s` i 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: 6_51- �lS Job Address: 76==�_� a Permit Number: 7:�-)) 20 7 %,2-O p ❑ No one available for inspection: Time Re -Inspection required: Yes'' No When corrections have been made, call for re -inspection /att3003-234-5933 Date: / Inspector: �(r / (.y r6�' DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 June 5, 2018 Ms. Mary Rivas Neuhaus 303,LLC P.O. Box 12055 Denver, Colorado 80212 Structural Engineers Arvada, CO 80004 Subject: Limited Field Observation of Framing 7053 W. 28h Avenue, Wheat Ridge, CO GEI Job No. 170125A Dear Mary: (303) 940-0996 Fax (303) 940-1718 We visited the subject site on May 11, 2018. The purpose for our visit was to review the visible conditions of the framing for the residence. Following are our observations. During our visit, we noted that the house framing was nearly complete. The framing appeared to be in general conformance with the framing plans with an exception, there was a steel column added below the middle of the W 12x65 steel beam supporting the second floor framing. Some minor blocking details were not complete at the time of our visit. Based on our observation and if blocking details are completed it appears that the framing is in general conformance with our plans and recommendations including the field modification of the added steel pipe column. If there are any questions or if we may be of further service, please call. A. Meiser, P.E. 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: Job Address: 792— Permit Number: PN7,e9 % 7,-,�o a ❑ No one available for inspection: Time Re -Inspection required: Y_o When corrections have been made, ffor re- inspection at 303-234-5933 Date: :� ' ` / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 309" R. r--c-c-r- /3/(2- R. m6C�y Job Address: 7 05 -5 W Z S71-1 Permit Number: zQ 1-107 "-)Z 0 k ni C fw�� \l. ❑ No one available for inspection: Time AP Re -Inspection required: Yes/INo When corrections have been made, caYt'for re -inspection at 303-234-5933 R S Date: ,.J • ,;t,;!• /F Inspector: . 67V DO NOT REMOVE THIS NOTICE M., A 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: "9 ® 3 - Sewe c- Un d . 'C_x4- Job Address: -7 o S-3 ki -D Permit Number: --& o r -7 0 7 -7 ':;;$ <0 ❑ No one available for inspection: Time °j = )D (AM/',OM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: S` S_ s Inspector: _F10 DO NOT REMOVE THIS NOTICE Ift i CITY OF WHEAT RIDGE Building Inspectioin Division r0000r (303) 234-5933 Inspection line (303) 235-2855 Office • (30 237-8989 Fax of 61 s -U ✓ �il! /i � � L) INSPECTION NOETIC �+ r `%O -3o Seib- !�`pa Z x-` Inspection Type: 1 T ��a js h ml► X ll Job Address: Permit Number: `0 01 '7 O -7-7 'a �7' •.°..i �✓ `] `� / �+- lz S I?�- C 7 f era 7 m1 P �l e C.h-Iwo, r ?V ivi ❑ No one available for inspection: Time 10-- AM PM Re -Inspection required: Yes Nos> When corrections have been made, call for re -inspection at 303-234-5933 Date: S- i Inspector: DO NOT REMOVE THIS NOTICE 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 13 - r� . P) u ►,� b .� n Job Address: "7 o S --.;,> IV 4-6 Permit Number: -D o 1-7 0 -7 -7 3 0 ❑ No one available for inspection: Time 1:2= D 4 ANI(M� Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / o g Inspector: --T—b 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: �D��Gi(j/°�us•1b -,✓fj� i Job Address: d5 % Permit Number: D -?7a0 E � I� '4� ❑ No one available for inspection: Time AM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ' � IF Inspector: C17 � 'K� 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: Job Address: 70 PFOA/ 3f�5 Permit Number: O/ 70 7 ?P© 0 r ❑ No one available for inspectionTime AM/PM% Re -Inspection required: Yes �� No When corrections have been made, call forre-inspectionat 303-234-5933 Date: - $`/ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201707720 PERMIT NO: 201707720 ISSUED: 12/11/2017 JOB ADDRESS: 7053 W 28th PL EXPIRES: 12/11/2018 JOB DESCRIPTION: Permit for new Single Family Dwelling with attached garage: 3 Bedroom 2408 SF house, 472 Garage *** CONTACTS *** FEES OWNER (303)888-5901 TREICHEL, ALEX Plan Review Fee SUB (720)272-1288 Diego Tellez 120187 L&D Electric LLC SUB (303)995-7955 Joseph Hetherington 110240 MJ Mechanical Inc. SUB (970)372-7438 Thomas Wood 090068 C&F Enterprises *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 302,899.00 FEES Total Valuation 0.00 Plan Review Fee 1,586.91 Use Tax 6,360.88 Permit Fee 2,441.40 Engin. Review Fee 150.00 Park Land Dedication 2,497.29 Sidewalk Comm Develo 667.00 ** TOTAL ** 13,703.48 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to issuance of a CO, 1 tree shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall Be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. For one- or two-family dwellings, the first twenty-five feet (25') 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. Parkland fees -in -lieu apply. City of Wheat Ridge ® Single Family - New PERMIT - 201707720 PERMIT NO: 201707720 ISSUED: 12/11/2017 JOB ADDRESS: 7053 W 28th PL EXPIRES: 12/11/2018 JOB DESCRIPTION: Permit for new Single Family Dwelling with attached garage: 3 Bedroom 2408 SF house, 472 Garage I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I fust ttest that I am legally authorized to include alI ntities named within this document as parties to the work to be performed and that al wo%be performefi-is�jsclosed int ' ocument and/or its' accompanying approved plans and specifications. Signature of 94VNEX or CON/RACTOR (Circt"ife) Date I . This pernTrt was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issu r granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica eco or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. P Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10,5V Job Address: 3 Permit Number: D 7077oZD ❑ No one available for inspection: Time -> AM/�'M _ i -� Re -Inspection required: Yes,. 'No J� When corrections have been made, call for re -inspection at 303-234-5933 Date: � , 7 f Jew Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� s- �'^ k)o-> 1 S /`� Job Address: 70 4% Permit Number: L2O/707720 c. -C Irl -011,10 ❑ No one available for inspection: Time ?I e/a/AM`/PM Re -Inspection required: Yes `�9/ When corrections have been made, call for re -inspection at 303-234- Jel,/Date: �r� � ��' /7 Inspector:�-- DO NOT REMOVE THIS NOTICE City of `7�I heat j COMMUNiTy DEVELOPMENT 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 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 the placement of concrete and before proceeding with any further construction. DATE: DECEMBER 17, 2017 PERMIT# 201707720 ADDRESS: 7053 WEST 28TH PLACE, WHEATRIDGE, CO LOT 4 ,BLOCK MORTENSEN RESUB, BLOCK 2, BARTH'S 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. The foundation setbacks and elevations for all recently constructed building corners as stated herein have been found by me to be in compliance with all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT:2O.8'(GAR) BAR: 31.0' (W) SIDE: 5.5' (S) SIDE: 10.8' (NE) NOTE: ALL DISTANCES ARE WITHIN 3 INCHES OF THOSE ON THE SITE PLAN. The MINIMUM ELEVATION has been determined to be: 5447.0' (NAVD88). The above measurements have been determined on the following location: Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print �r.!& R. 12330"'; 42_1706 see .1 (Surveyor's Seat) CECIL R. CROWE, DEC. 17, 2017 PE & PLS 12330 Date •ofessional Surveyor ELECTRONIC SIGNATURE PER TITLE 24-71.3-107 (4) C.R.S. FOR OFFICE USE ONLY Approved by: Inspector Date www.ei.wheatridge.co.us Rev 09117 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: Job Address: Permit Number: PO/ % 7 7,;;10 �4' _- AL) , 'A ❑ No one available Re -Inspection requi When corrections have been made, call for re -inspection at 303-234-5933 Date: ,�'%rel,,/7 Inspector: DO NOT REMOVE THIS NOTICE City of W heat �dge COMMUNrry DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: I II � Plan/Permit # 'L Plan Reviev4 Fee: VIC4►s��. Building Permit Application Z CL e -I.... a 4 *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: YJ bc-3-:;,> UJ oc f' 2 Property Owner (please print): �\ \ -ex Trsj (2 L e Phone: 3(� -3 Property Owner Email: P\ \f X a. --}--yr e + CVic i Mailing Address: (if different than property address) F.ddress: f C> -B ox 1 ao aS City, State, Zip: 'D-'e"vl0 1°r , ;S -U21 errv� �1f�S�" 4- 1,, " Architect/Engineer E-mail: Qtr c�-rd @w 'Corn phone: `Ji 0, L/ a 0c(C1 56r Lk CC f C-) a O k G o rti ' Contractor: �j u -6-t Ls -3(-)3 L -Lc- Y.3 b3 - (2 - 7`f 31 Contractors City License #: f tJ uj oe-K S Phone: 303 LS-(, -7 ` :l 2 Contractor E-mail Address: 6,- Y- V via l rn e . �c� w� h o Q - ,. Cuz -x4fer l` i e% L i C t4 -f-cZ c f Iti1, Sub Contractors. 9 - 'f . � Electrical: k QC �R C� fit' Plumbing: Mechanical: `Cc W.R. City License # W.R. City License # W.R. City License # t o z(4a Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form L � ❑ COMMERCIAL 011 ESIDENTIAL Description of work: (Check all that apply) ❑ WN COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I 1 A A P-ozk-ed +"(A. 3� y )J-_�J" Sq. Ft./LF ,� _I 00 -• k 00S"- Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 30� ��91 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate and do not violate applicable ordinances, rales or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance \� �l with applicable City of Wheat Ridge codes and ordinances for work under any pen -nit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any JCS entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provii1dvd:LVt1he-app)ication. CIRCLE ONE: (OWNER)(CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): _ - DATE: �� t Q P ZONING COMMMENTS: Reviewer: Ln' BUILDING DEPARTMENT COMMENTS: Reviewer: p� M , t SIr) DEPARTMENT USE ONLY Z I r -,,'T- 'J --Z-z' t-JL�'J"J OCCUPANCY CLASSIFICATION: I� Zno S� 6�) to). 0'1, z01R3�1,C-� pv/. p rn GOIt1A 4 '1; !� Dl aeC5 I F<DF rg4.o4 Zx*ar-- f A -17'S iN iN1-::- D/9631-,rlew,� /v1:2"71r 1 -<i kw'N c,'N v4e- �2Ety - t-r�' D -�ir z� Pi -Aa Tom' t A2c7lT� r Ellet—inEl1T py�Up�l� j /r i: -0r -,M 51v�,1.11VA-TEIz a01,J'c F, C'� �) A ��2�vrn�< �Fpr�Frc 7 �N Z.F—ln� wr Aj rL-o a1r �e4A _ ec- 9-6Lki'. PPI -%G C.'',.G', vc/ t C�IZ�t7l`7 Building Division Valuation: $ 1 C AN f t { City of SINGLE FAMILYIDUPLEX Wh6atWidge PUBLICPUILDING P WORKS E"IT A PPLICA TION RE VIEW Date: 10 12&/1-7 Location: 7063 ATTENTION: BUII.DING DIVISION I have reviewed the submitted application documents to construct a IUF_ located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: -70K refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes No Completed b. curb & gutter: Yes NoCompleted c. sidewalk: Yes No Completed d. Other (specify): Yes No p Completed For items not constructed, the amount of funds taken in lieu of construction: $1�7Gj 7, 3. Does all existing roadway/alley R.O.W. meet the standards of the City: If not, what is required? If R.O.W. is required, has the deed been received: No Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Ap`p`lication, subject to the stated requirements and/or attached stipulations. UtuL Signature Mark Van Nattan Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not I— approve this Pen -nit Application for the stated reason(s): Signature Mark Van Nattan Date 6. -/- Stipulations: pDog nLZ�tw/ i�nwAS�7-� 7• p nf�� kr=reg -22 PW 60 AJAJ 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. �1 NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City ®f �/" WIzeat R i C PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Location of Construction: 1D5 1/tr 2F3 P� Purpose of Construction: 51wsl E ra Ad /LY 0Wr—_ / &JC,, Single Family Z Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Sinizle Familv Residence/Duplex Review Fee: ..................................... $50.00 $ A;D E70 Commercial/Multi-Familv Review Fees: e Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals): .......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): .......................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (% initial review fee): .................................................... $300.00 $ 4`h submittal (full initial review fee): ....... ......................................... $600.00 $ All subsequent submittals: ................................... $600.00 $ .............................. (Full initial review fee) TOTAL. REVIEW FEES (due at time of Building Permit issuance): � p� PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wNv",.ci.ivheatridge.co.us Rev 12/12 City o(1 PW heat jdge BLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: /D ADDRESS: 70,;fit%. 2&M- PL, Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 FEE CALCULATION WORKSHEET Project: Treichel Residence Date: 10/26/17 Address: 7053 W. 28th Place By: MVN Item Description Quantity Unit Unit Cost Item Cost 1 Excavation & Embankment Earthwork — rough grade — 5' wide 0.56 SY $ 5.98 $ 3.32 Earthwork — fine grade — 5' wide 0.56 SY $ 1.23 $ 0.68 2 Reconditioning Reconditioning & proofrolling — 5' wide 0.56 SY $ 1.97 $ 1.09 3 Sidewalk Concrete sidewalk — 6" thick and 5' wide 0.56 SY $ 43.02 $ 23.90 Total cost per linear foot $ 29.00 ENTER LENGTH OF FRONTAGE 23 LF Note: Frontage length is approximate - actual frontage length will affect costs. Cost of sidewalk $ 667.00 Notify applicant, include as a condition of approval, and let permitting know I:\Building Permit Review\2017\7053 W 28th PI\Fee Calculation Worksheet - 7053 Sidewalk.xlsx City or 9 Wheat Ridr ge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: �%' 4J1 42�fi o Name of Firm/Individual submitting documents: i7trs-K�' �i C -- 1V t p,r 3D3 Project Type/Description: ^' Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGE CY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) a West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: )!�. Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Email: Age-)IfAllho. City of W heat I edge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: qb4 I q Project Address:1D� W �� Name of Firm/Individual submitting documents: 303 U-(1-- Project Type/Description: F �� , )/\�o V 2 Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY M ',r► I i1, t 4l ( )1�� , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Wheat Ridge Sanitation District o Arvada Fire Protection o Clear Creek Sanitation District o Wheat Ridge Water District o Fruitdale Sanitation District xd Consolidated Mutual Water District o Westridge Sanitation District o Valley Water District o Denver Water o Other Agency Notes: ` L� ) lL Z �4.Q� r t P .aa n-�-001 y.Q b 4-6 CAwl1 xo itcc_ 1 20LIQ Qtc L Signature: 1. ^ %' &L Date:( gency R/�e; presentative) Email ' �YIA C`� c'L . Max Properties 28 LLC, a Colorado limited liability company 10514 Tracewood Circle Highlands Ranch, CO 80130 WARRANTY DEED THIS DEED, Made on June 16, 2017 between Mary Rivas of the County of Denver, State of Colorado, grantor(s), and Max Properties 28 LLC, a Colorado limited liability company whose legal address is 10514 Tracewood Circle, Highlands Ranch, CO 80130 of the County of Douglas and State of Colorado, grantee(s): WITNESS, That the grantor(s), for and in consideration of the sum of Two Hundred Thousand And No/100 DOLLARS ($200,000.00), the receipt and sufficiency of which are hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the grantee(s), their heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Jefferson, State of Colorado, described as follows: Lot 4, Resubdivision of Block 2, Mortensen Subdivision, County of Jefferson, State of Colorado. as known by street and numbers:West 28th Avenue - Vacant Land, Wheat Ridge, CO 80033 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the grantee(s), their heirs and assigns forever. And the grantor(s), for themselves, their heirs, and personal representatives, do covenant, grant, bargain, and agree to and with the grantee(s), their heirs and assigns, that at the time of the ensealing and delivery of the presents, they are well seized of the premises above conveyed, had good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple and have good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except for: for general taxes and assessments for the year 2017 and subsequent years; and subject to easements, covenants, reservations, restrictions and rights of way of record. The grantor(s) shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee(s), their heirs and assigns, against all and every person or persons lawfully claiming the whole of any part thereof. Wherever used herein, the plural references shall be construed to be singular references and singular references shall be construed to be plural references where the context requires and all references of gender and person shall be construed to refer to the grantor or grantors identified herein regardless of the context. IN WITNESS WHEREOF, the grantor(s) have executed this deed on the date set forth above. State of Colorado County of Denver On June 16, 2017 before me, the undersigned a Notary Public in and for said County and State, personally appeared Mary Rivas personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity uppn behalf of which the person(s) acted, executed the instrument. WITNESS y-trand and ©ifi ial�5eal. S. COOK Signatur : PUBIJC ota P / STATEOF�COLO�'Af30 L l My Commissio, expires. NOTARY its 19954012188 y Ccmrrision Expires Aug. 4, 2019 35100-17-09391 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: X7 515 W, � `, - Zoning: ?- I C' Lot Size: aL - f0n� sq. ft. Lot Width: ^�( r,k,{r - -4. Property in the flood plain? 1U If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: v- 2 Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage % r� Required Setbacks: FR S S S R ( C) Provided Setbacks: FR S 5- .� S \ R 3 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: �� ft. Maximum Size: sq. ft. Proposed Height: `30 rt, wl�' Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED SINGLE FAMILY RESIDENCE 7053 West 28th Place Wheat Ridge, Colorado Prepared For: Nuhaus303, LLC P.O. BOX 12055 Denver, CO 80212 Attention: Ms. Mary Rivas s _ Project No. 17-10632 July 22, 2017 r 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE ............. PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................4 FOUNDATION BACKFILL..................................................4 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION........................................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TEST HOLE LOGS.......................................................2 SWELL CONSOLIDATION TESTING..........................................3 City of v L'a - n PROJECT NO. 17-10632 July 22, 2017 Page 2 of 7 The only apparent geologic hazard that may affect the proposed construction is shallow groundwater. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole as close as practical to the anticipated building envelope. Approximate test hole location is shown in Figure 1, Test Hole Location Plan. The test hole was drilled to a depth of 25 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low-energy stream flow. Approximately four feet of fine to medium -grained, clayey sand overlays 20 feet of sandy, soft clay. A medium -grained, gravelly sand was encountered below the clay to the total depth investigated. Bedrock was not encountered during drilling operations. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded sandstones, siltstones, claystones, shales and conglomerates. Bedrock contacts are gradational. Detailed soil and bedrock descriptions are presented in the Test Hole Log on Figure 2. Bedrock will not affect foundation design or performance due to soil depth and groundwater. Swell -consolidation testing was conducted on one representative soil sample from a depth of three feet. Test results indicate that the soils at, and below, foundation bearing depth have no swell potential The soil sample consolidated 0.7 percent when saturated under a C'tyof Wheat Ridge PROJECT N0. 17-10632 July 22, 2017 Page 3 of 7 constant load of 1000 psf. Detailed test results are presented in Figure 3, Swell -Consolidation Test Results. Groundwater was encountered at a depth of eight feet below existing grade during drilling operations. Free water was present at a depth of seven feet below existing grade when checked 16 days after drilling operations. Groundwater appears to be part of a regional perched water table on top of the bedrock. Groundwater depth may vary seasonally and with varying precipitation received during any given period. Future groundwater depth will also be affected by other variables, including: final surface elevation, site drainage and landscape irrigation after development. Measures may be necessary to stabilize the excavation bottom if saturated soils are present at foundation bearing depth. Over - excavation and replacement with three to six -inch -diameter rock driven into the soft soil may be necessary to stabilize foundation support soils. The need for stabilization and appropriate measures can be better evaluated after the excavation is completed. Excavation with a tire -mounted front-end loader may not be possible if saturated soils are encountered. Excavation dewatering may also be required to facilitate foundation construction. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS The foundation can be supported on continuous spread footings and isolated pads designed for a maximum contact pressure of 1500 psf. Maximum contact pressure shall be calculated using full dead lr-Itatige full live load. PROJECT NO. 17-10632 July 22, 2017 Page 4 of 7 Footings shall be constructed on relatively undisturbed native soil that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Soils below anticipated foundation bearing depth are near saturation and soft and may not be suitable for supporting footings. Stabilization measures may be necessary if soft or saturated soils are encountered. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 60 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. DRAIN SYSTEMS A foundation drain system is not required for the soils present and the type of construction proposed. Foundation drain system recommendations and specifications can be provided if plans change to include habitable below -grade space. FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. The floor system should be installed or walls should be braced to help prevent movement during backfill operations. Controlled puddling shall not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 fee CnY of of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owne wheat Ridge PROJECT NO. 17-10632 July 22, 2017 Page 5 of 7 should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soils may move if support materials become wet. Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will occur. Expansion potential of soils at, and below, garage and interior floor depths indicates there is a low risk of significant interior floor slab movement. The following procedures will help improve slab performance, minimize potential for movement, and help prevent damage if some risk of movement can be tolerated: 1. Subgrade should be prepared based on the soil type encountered. Expansive materials should not be compacted more than necessary during excavation and construction. Clays should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock shall be placed beneath the slab. Rock should be covered with an impervious vapor barrier. A 4 -inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 square foot areas. 5. A minimum void space of 2 inches should be constructed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimu of C�ryof 2 inches above the floor. Wheat Ridge PROJECT NO. 17-10632 July 22, 2017 Page 6 of 7 6. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be controlled, as much as possible, to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available fr Cdy of Wheat Ridge PROJECT NO. 17-10632 July 22, 2017 Page 7 of 7 the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms and reinforcing steel placement in foundation walls should also be inspected to insure compliance with these. recommendations, engineered foundation plans and City of Wheat Ridge requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. City of Wheat Ridge TEST HOLE LOCATION PLAN 7053 WEST 28th PLACE WHEAT RIDGE, COLORADO I I I I I •TH-1 I / I / I / I� _-...................... \/ ov WEST 28TH \ PLACE EXPLANATION OTH-1 FOUNDATION DESIGN TEST HOLE Test holes are located and measured using taping and map measurement. Locations should be considered accurate only to the degree implied by the method used. 30 15 Q 30 SCALE: 1 " = 30' emj PROJECT N0. � 17-10632 COMPLETE ENGINEERING SERVICES City of Wheat Ridge FIGURE 1 TEST HOLE LOGS TH-1 EXPLANATION: SAND; fine to med. grained, clayeto very vloyey, loose, moist, brown, 6C). ® CLAY; sandy, soft, very moist to wet, brown, (CL). ,;i+ SAND; medium grained, gravelly, intermixed with claystone closts indicates near bedrock contact, med. dense, wet, brown, (SP). PROJECT NO. 17-10632 0 — ] 7/12s -c —0.7% 5 — 33/12 25 ]13/12 Indicates location of standard penetration S—C test. Indicates 13 blows with a 140 pound 0.0% hammer falling 30 inches were required to drive a 2.5" diameter sampler 12 inches. S—C indicates sample tested for swell— consolidation potential & percent swell (+) or consolidation (—). ]9/12/11 Indicates location of standard penetration test. Indicates number of blows with a 140 Ib. hammer falling 30 inches required to drive 2.0" diameter sampler successive 6" intervals. Indicates approximate location of boundary between lithologic units. Transition may be gradual. MI6 Indicates depth to water measu d ofows€ number of days after drilling. Wheat Ridge COMPLETE ENGINEERING SERVICES FIGURE 2 3 O 2 0 z 0- x w SWELL- CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 18.9% UNIT DRY WEIGHT: 105.8 pcf DESCRIPTION: Sand, clayey, It—brn FROM: TH-1 AT 3 FEET I I I I I I 111 I � �CONSOL CONSTANT PRESSSURENDER DUE TO WETTING 0.1 1 z 0 0 rn z a x 1 w 2 be 3 z 4 O F 0 5 0 N 0 6 0 1.0 10 APPLIED PRESSURE (ksf) MOISTURE CONTENT: UNIT DRY WEIGHT: DESCRIPTION: FROM: 0.1 1.0 10 APPLIED PRESSURE (kso PROJECT N0. COMPLETE ENGINEERING SERVICES 17-10632 m 10 City of Wheat Ridge Building Divison FIGURE 3 Load Short Form Nene 6 Air Entire House Heat & Air Calculations Inc Jo b: Date: Oct 12, 2017 By: Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heatairmimlations@gmail.com Web: www.heatandaircalculationsinc.com HEATING EQUIPMENT Project• • For: Mary Rivas,NUHAUS303LLC fvbdel A93UH1D070B12A--' PO Box 12055, Denver, CO 80212 AHRI ref 4208443 Phone: 303-886-7437 Efficiency Email: mary.mail@me.com Heating input Design• • Heating output Htg Clg Infiltration Outside db(°F) 1 92 Method Simplified Ins idedb(°F) 70 75 Construction quality Average Design TD (°F) 70 17 Fireplaces 0 Dailyrange - H Inside humidity(%) 30 50 Ivbisturedifference (grAb) 34 -36 HEATING EQUIPMENT Make Armstrong Trade Trade AIREASEARMSTRONGAIRADVANCE... fvbdel A93UH1D070B12A--' 4SCU13LB136P-3 AHRI ref 4208443 HH48(1,2)36++TX/+TD Efficiency 93 AFU E Heating input 66000 Btuh Heating output 62000 Btuh Temperature rise 50 T Actual airflow 1377 cfm Air flow factor 0.013 cfm /Btu h Static pressure 0.50 in H2O Space thermostat 46 COOLING EQUIPMENT Make Armstrong Trade ADP Cond 4SCU13LB136P-3 Coil HH48(1,2)36++TX/+TD AHRlref 8295451 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 10.5 EER, 13 SEER 23380 Btuh 10020 Btuh 33400 Btuh 1113 cfm 0.021 cfm /Btu h 0.50 in H2O 1.00 ROOM NAME Area W) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Wchanical 258 3716 708 50 15 Office 188 8027 4018 107 86 Kitchen 281 6351 2145 85 46 1 hall 163 2654 853 35 18 Bath 3 71 3169 1178 42 25 Clst 2 34 0 0 0 0 Nook 34 3916 2381 52 51 Living / Dining 432 12248 4217 164 90 Bath 1 138 10632 6015 142 129 Clst. 61 0 0 0 0 Open to Below 66 0 0 0 0 Hall 158 8874 5292 118 114 Bedroom 1 Er— o 232 — 12828 Cann 7277 11._... 171 -- 156 -- Calculations approved byACCAto meetall requirements of Manual J 8th Ed. di wrightS0ft` Right -Suite® U rev ersal 2017 17.0.19 RSU21135 ...sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door (aces: E •��f City of y COMMUNITY oeMLOr two APPROVED Reviewed for CodeCom_ cliaeece Plans E1larnlner Date V�iipkv ei s•rmk: The issuaxe of o permit or approval of plans spevfKatim" and computations shall not be a permit for w an approval of WW violation to anY of the suovlsiom of the buAr ing code or of any City ordinances. Pnmih presuming to give authority to viol•tt OfCamel the proWslons of the IWidNq Codes Or other ordinances of the City shall not be valid. 2017 -Oct -13 10:44:47 Page 1 Launory43 L410 13/3 3L Ly Bedroom 3 184 10330 5957 138 128 Bedroom 2 189 7710 4672 103 100 Mud 56 4351 2745 58 59 Entire House 2678 103124 51892 1377 1113 Other equip loads 0 0 Equip. @ 0.97 RSM 50180 Latent cool i ng 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ 2017-0d-13 10:44:47 IF wrightsoft Right -Suite® Universal 2017 17.0.19 RSU21135 Page ._sktop\Calculatlons\7053 W. 28th Ave. Nuhaus.rup Calc= MJ8 Front Door faces: E Building Analysis Job: Date: Oct 12, 2017 Entire House By: Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculabons@gmail.com Web: www.heatanrlaircalculabonsinc.com Heating Component Btuh/ft' Btu %of load Walls For: MaryRivas, NUHAUS 303 LLC 34.6 GI a2i ng 22.2 10880 PO Box 12055, Denver, C080212 Doors 27.1 2738 2.7 Phone: 303-886-7437 26.5 35982 34.9 Floors Email: mary.mail@me.com 10619 10.3 Infiltration 2.7 Design Conditions 7.0 Ducts Location: 0 Indoor: Heating Cooling Derteer Intemat ona, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N 0 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Mtbulb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft' Btu %of load Walls 14.5 35635 34.6 GI a2i ng 22.2 10880 10.6 Doors 27.1 2738 2.7 Ceilings 26.5 35982 34.9 Floors 7.8 10619 10.3 Infiltration 2.7 7270 7.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Venfilation 0 0 Adjustments 0 Total 103124 100.0 Coolin Component BtuhAt2 Btu In %of load Walls 4.9 12086 23.3 Glazing 20.2 9904 19.1 Doors 9.5 963 1.9 Ceilings 18.3 24825 47.8 Floors 1.9 2552 4.9 Infiltration 0.3 873 1.7 Ducts 0 0 Ventilation 0 0 Intema I gains 690 1.3 Blower 0 0 Adjustments 0 Total 51892 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.286 Btuh/fta-°F Data entries checked. Irfttraim Floas Wails C�ilirlgs aaan Roas Valls '-2 Ct=slings Gazing Other .2017 -Oct -13 10:44:47 +- r-WrilghtSOft` Right -Suite® Universal 2017 17.0.19 RSU21135 Paget ACC*, ...sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MA Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 �1r �e &Ain Entire House By: Heat & Air Calculations Inc Plan: 7053W.28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone. 720-767-9627 Email: heataircalcula0om@gmail.com Web: vwv,heatandaircalculationsinc.com Construction descriptions Project• • 1.1 -value Insul R For: rvbryRi\as,NUHAUS303LLC Gain l? PO Box 12055, Denver, C080212 h°-°F/Bnii BMB' Brut, B"IW Phone: 303-886-7437 Walls Email: mary.mail@me.00m Design Conditions 109 0.047 15.0 Location: 355 Indoor: Heating Cooling Derner International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0 Design TD (°F) 70 17 Latitude: 40oN 0.047 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 286 0 Dailyrange (°F) - 28 ( H ) Nbthod Simplified 0.047 Mt bulb (°F) - 60 Construction quality Average 0 Wind speed (mph) 15.0 7.5 Fireplaces 0 20.0 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain l? 1301IM-T h°-°F/Bnii BMB' Brut, B"IW BNh Walls 15815-Owc-8: Bg wall, light dry soil, 2"x6" wood int frm, concrete w all,n 109 0.047 15.0 3.27 355 0 0 r-15 cav ins, 8" thk a 87 0.047 15.0 3.27 286 0 0 s 109 0.047 15.0 3.27 355 0 0 w 87 0.047 15.0 3.27 286 0 0 all 392 0.047 15.0 3.27 1282 0 0 Fun w all, 1/2" w ood shth, 1 /2" gypsum board int Irish, 2"x6" w ood f rm,n 462 0.240 20.0 16.7 7698 5.87 2708 16" o. c. stud: Frim wall, 1/2" w ood shth, 1/2" gypsum board int fnsh, ne 1 0.240 20.0 16.7 18 5.87 6 2"x 6!'w ood f rm, 16" o. c. stud a 461 0.240 20.0 16.7 7688 5.87 2704 se 22 0.240 20.0 16.7 372 5.87 131 s 605 0.240 20.0 16.7 10094 5.87 3551 sw 1 0.240 20.0 16.7 18 5.87 6 W 441 0.240 20.0 16.7 7349 5.87 2585 nw 67 0.240 20.0 16.7 1118 5.87 393 all 2060 0.240 20.0 16.7 34354 5.87 12086 Partitions (none) Windows 2 glazing, ck outr, air gas, w d firm mat, ck innr, 1/4" gap, 114" thk: 2 n 214 0.320 0 22.2 4754 11.1 2383 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk, 6.67 ft a 87 0.320 0 22.2 1926 33.7 2915 head ht se 44 0.320 0 22.2 986 29.0 1284 s 96 0.320 0 22.2 2137 17.6 1692 w 48 0.320 0 22.2 1077 33.7 1630 all 489 0.320 0 22.2 10880 20.2 9904 Doors 11 D0: Door, w sc type n 80 0.390 0 27.1 2168 9.54 763 s 21 0.390 0 27.1 569 9.54 200 all 101 0.390 0 27.1 2738 9.54 963 2017 -Oct -13 10:44:48 ,gi. WijiJflt'Sii Right-Suite®Universa1201717.0.19 RSU21135 Pagel ACCs% sktoplCalculafioms 7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Ceilings A tic ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh: Attic 1160 0.408 ceiling, asph aft shingles roof mat, 1/2" gypsum board intfnsh C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 180 0.222 gypsum board int fnsh C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns 18 0.247 Roors 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10" thkns, 1/2" gypsum 1103 0.295 board int fns h Part floor, frm fir, 6" thkns: Part floor, frm fir. 6" thkns 256 0.368 wrightS0ft' Rig ht-SuiteOUniversa1201717.0A9 RSU21135 �+ ...sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E 49.0 28.4 32900 19.6 22699 1.0 15.4 2775 10.6 1915 1.0 17.2 306 11.9 211 0 7.70 8492 1.85 2041 0 8.32 2127 2.00 511 2017 -Oct -1310:44:48 Page 2 Component Constructions Job: Date: Oct 12, 2017 ear Ain Mechanical By: Heat 8r Air Calculations Inc Plan: 7053 W.28th Ave. 1791 E 58th Ave. Unit G. Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculations@gmail.com Web: w,heatandaircalculabonsinc com Construction descriptions Or Project• • Insul R Htg HTM For: NbryRNos, NUHAUS303LLC 256 ft BM/R'-°F fl'-"FBEh PO Box 12055, Denver, C080212 BWn 9JvR' Brun Walls Phone: 303-886-7437 Email: mary.mail@me.com 15815-0wc-8: Bg wall, light dry soil, 2'x6" wood int frm, concrete all,n 109 0.047 Design Conditions 3.27 355 0 Location: r-15 cav ins, 8" thk a Indoor: Heating Cooling Denver Intemabona, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.047 Design TD (TF) 70 17 Latitude: 40'N 0 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grnb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 15.0 3.27 Dailyrange (TF) - 28 ( H ) Method Simplified MtbuIb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 256 ft BM/R'-°F fl'-"FBEh BMM' BWn 9JvR' Brun Walls 15815-0wc-8: Bg wall, light dry soil, 2'x6" wood int frm, concrete all,n 109 0.047 15.0 3.27 355 0 0 r-15 cav ins, 8" thk a 87 0.047 15.0 3.27 286 0 0 s 109 0.047 15.0 3.27 355 0 0 w 87 0.047 15.0 3.27 286 0 0 all 392 0.047 15.0 3.27 1282 0 0 Partitions (none) Windows (none) Doors (none) Ceilings C part ceiling,: C part ceiling, carpel fir fnsh, frm fir, 10" thkns Boors Part floor, frm fir, 6" thkns: Part floor, frm fir, 6" thkns 18 0.247 1.0 17.2 306 11.9 211 256 0.368 0 8.32 2127 2.00 511 � Wr'iylnrsoft- Right-Suite4D universal 201717.0.19 RfiU21135 2017 -Oct -13 10:44:48Page3 C� ..sktop\Ca1culations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 Office By: w 111an/1 ren 41a: Heat & Air Calculations Inc Plan: 7053 W-28thAve. --- 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heatairmicula0ons@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Area IV 1.1 -value BWhM'-°F Insui R fF-°F/B6h Mg HTM BWhw For: IvbryRivas, NUHAUS 303 LLC Walls PO Box 12055, Denver, CO 80212 Firm wall, 1/2"wood shth,1/2" gypsum board int fnsh, 2"x6" wood frm,n Phone: 303-886-7437 0.240 20.0 16.7 1118 Email: mary.mail@me.com 393 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, w 108 0240 Design Conditions 16.7 1793 5.87 Location: 2"x6"woodfrm,16"o.c.stud all Indoor: Heating Cooling Denner International, CO, US Indoor temperature (TF) 70 75 Elevation: 5430 ft Design TD (TF) 70 17 Latitude: 40°N Re lative hu m idi ty (%) 30 50 Outdoor: Heating Cooling fvbisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified 46 Wet bulb (°F) - 60 Construction quality Average 11.1 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area IV 1.1 -value BWhM'-°F Insui R fF-°F/B6h Mg HTM BWhw Loss Clg HTM Biuh BWhW Gain BNh Walls Firm wall, 1/2"wood shth,1/2" gypsum board int fnsh, 2"x6" wood frm,n 67 0.240 20.0 16.7 1118 5.87 393 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, w 108 0240 20.0 16.7 1793 5.87 631 2"x6"woodfrm,16"o.c.stud all 175 0.240 20.0 16.7 2911 5.87 1024 Pa rtitions (none) Windows 2 glazing, cir outr, air gas, w d frm mat, clr innr, 1/4" gap, 1/4" thk 2 n 46 0.320 0 22.2 1012 11.1 507 glazing, cir outr, air gas, w frm mat, cir innr, 1/4" gap, 1/4" thk; 6.67 ft w 28 0.320 0 22.2 612 33.7 926 head ht all 73 0.320 0 22.2 1624 19.6 1433 Doors (none) Ceilings C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 62 0.222 1.0 15.4 955 10.6 659 gypsum board int fnsh Floors 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10" thkns, 1/2" gypsum 188 0.295 0 7.70 1444 1.85 347 board in t fns h 2017-0c1-13 10:44:48 �v Wriglhtsoft' Right -Suite® Universal 2017 17.0.19 RSU21135 Page J:[.CI'k .. sk1op\Calcu1ations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces E Component Constructions Job: Date: Oct 12, 2017 wear ; Kitchen By. .3. r,�t, „_, Heat &Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email. heataircalculaeons@gmail.com Web: vmw.heatandairwiculafionsinccem Project• • For: IvbryRias, NUHAUS 303 LLC PO Box 12055, Denver, CO 80212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Location: Indoor: Heating Cooling Den\er International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daiiyrange (°F) - 28 ( H ) A/lathod Simplified VVet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R W BhblW--°F W--°F/BGh Htg HTM Brthff Loss Og HTM Gain BNh BIuhffe BNh Walls Frm wall, 1/2" wood shth, 112" gypsum board int fnsh, 7'x 6" wood f rm,e 90 0.240 20.0 16.7 1501 5.87 528 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, s 141 0.240 20.0 16.7 2352 5.87 827 2"x6"wood frm, 16"o.c.stud all 231 0.240 20.0 16.7 3853 5.87 1356 Pa rtitioru (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 114" thk: 2 s 15 0.320 0 22.2 334 17.6 264 glazing, clr outr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" thk' 6.67 ft head ht Doors 11 D0: Door, wd sc type s 21 0.390 0 27.1 569 9.54 200 Ceilings (none) Floors 19A-0bscp: Part fkxx,carpetflrfnsh,frmfIr, 10"thk ns, 1/2"gypsum 112 0.295 0 7.70 862 1.85 207 board int fnsh 7.2017 -Oct -13 10:44.48 WrightSOtt' Right-Suite(ll) universal 2017 17.0.19 RSU21135 Page AC(>. ...sktop\Cakulafions\7053 W. 28th Ave. Nuhausrup Calc = MJ8 Front Dow faces E Component Constructions Job: Date: Oct 12, 2017 heat lir 7 hall By: iel:rt,n.; Tn.Plan: 70 53 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalalations@gmall.com Web: v .heatandaircalculafionsinc.com Construction descriptions Or Project• • Insul R Ftg HTM For: fvbryRivas, NUHAUS303 LLC 0 re BWh/re-"F fF-"F/BWh PO Box 12055, Denver, C080212 BWh BtuhH BWh Walls Phone: 303-886-7437 Email: mary.mail@me.com Frm w all, 1/2" w ood shth, 1/2" gy psum board int fnsh, 2"x 6'wood frm,s 68 0.240 Design Conditions 16.7 1126 5.87 Location: 16" o.c. stud: Frm w all, 1/2" w ood shth, 1/2" gypsum board int fnsh, sw Indoor: Heating Cooling Denver Intemat ona, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.240 Design TD (°F) 70 17 Latitude: 40oN 402 Relative humidity(%) 30 50 Outdoor: Heating Cooling Mbrsturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified V%t bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Ftg HTM Loss Clg HTM Gain 0 re BWh/re-"F fF-"F/BWh BEhlW BWh BtuhH BWh Walls Frm w all, 1/2" w ood shth, 1/2" gy psum board int fnsh, 2"x 6'wood frm,s 68 0.240 20.0 16.7 1126 5.87 396 16" o.c. stud: Frm w all, 1/2" w ood shth, 1/2" gypsum board int fnsh, sw 1 0.240 20.0 16.7 18 5.87 6 2"x 6" w ood frm, 16'o. c. stud all 69 0.240 20.0 16.7 1144 5.87 402 Partitions (none) W irx ows (none) Doors (none) Ceilings C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" gypsum board int fnsh Roors 19A-Obscp: Part f loor, carpet fir fnsh, frm fir, 10" thkns, 1 /2" gypsum board int fnsh rrr-wr19htS0ft' Right -Suite® Universal 2017 17.0.19 RSU21135 AC:GA. _.sktop\Calculafions17053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E 6 0.222 1.0 15.4 88 10.6 60 91 0.295 0 7.70 704 1.85 169 2017-Od-13 10:44:48 Page 6 Component Constructions Job: Date: Oct 12, 2017 Bath 3 By: Neat �i Aim Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculadons@gmail.com Web: w .heatandairolculabonsincoom For: IvbryRivas, NUHAUS 303 LLC PO Box 12055, Denver, GO 80212 Phone: 303-886-7437 Email: mary.mail@me.00m Location: Area U -value R' fthm--°F Indoor: Heating Cooling Denver International, CO, US 16" ox stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, w Indoor temperature (°F) 70 75 Elevation: 5430 It 238 Design TD (°F) 70 17 Latitude: 40°N 2 glazing, cir outr, arc gas, w d frm mat, cir innr, 1/4" gap, 1/4" thk: 2 s Relative humidity(%) 30 50 Outdoor: Heating Cooling fvbisturedifference (gr/Ib) 34.5 -36.3 Drybulb (°F) 1 92 Infiltration: C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 2 0.222 Dailyrange (TF) - 28 ( H ) Method Simplified 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10" thkns, 112" gypsum Well bulb ('F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value R' fthm--°F Walls Gain BWh FrmwaIt, 1/2"wcod shth,1/2"gypsumboard int fnsh, 2'x6"woodfrm,s 74 0.240 16" ox stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, w 41 0.240 2"x6" wood frrn, 16" o.c. stud all 114 0.240 Partitions 238 (none) 16.7 Winrbws 669 2 glazing, cir outr, arc gas, w d frm mat, cir innr, 1/4" gap, 1/4" thk: 2 s 15 0.320 glazing, cir outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk. 6.67 ft head ht Doors (none) Ceilings C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 2 0.222 gypsum board int fnsh Floors 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10" thkns, 112" gypsum 71 0.295 board int fnsh WrightSOft' Right -Suite® Universal 2017 17.0.19 RSU21135 f CC3k ...sktop\Calculations17053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Insul R ff-'FIBWh Mg HTM BWIW Loss Clg HTM Btuh BUh/W Gain BWh 20.0 16.7 1226 5.87 431 20.0 16.7 676 5.87 238 20.0 16.7 1902 5.87 669 0 22.2 334 17.6 264 1.0 15.4 30 10.6 21 0 7.70 551 1.85 132 2017 -Oct -13 10:44:48 Page 7 Component Constructions Job: Date: Oct 12, 2017 Cist 2 By: C sl s i4 >r< Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculatims@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Project• • Insul R ft' -°FlBtuh Htg HTM B h/ For. MaryRi%es, NUHAUS303LLC Walls PO Box 12055, Denver, CO 80212 Frmwall, 1/2"wood shth,1/2" gypsum board int fnsh, 2"x6" wood frm,w 29 Phone: 303-886-7437 20.0 16.7 475 5.87 167 Email: mary.mail@me.com Design Conditions 2"x 6" w ood f rm, 16" o. c. stud Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design 7D (°F) 70 17 Latitude: 40'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area fl 1.1 -value EMIR' -°F Insul R ft' -°FlBtuh Htg HTM B h/ Loss Clg KrM BWh Btuh/R' Gain ah Walls Frmwall, 1/2"wood shth,1/2" gypsum board int fnsh, 2"x6" wood frm,w 29 0.240 20.0 16.7 475 5.87 167 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x 6" w ood f rm, 16" o. c. stud Partitions (none) Windows (none) Doors (none) Ceilings C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 21 0.222 1.0 15.4 327 10.6 226 gypsum board int fnsh Roors 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10"thkns, 1/2" gypsum 34 0.295 0 Z70 265 1.85 64 board int fnsh 1Ni'i11tSQft` Right-Sude®Universal 2D1717.0.19 RSU21135 2017 -Oct -1310:44:48 Page 8 _.sktop\Ca1cu1ations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 tea�_s asr Nook By: Heat &Air Calculations Inc Plan: 7053 W.28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Emil heataircalculabons�il-rn Web: vnvw.heatandaircalculabonsin-in Construction descriptions Project• • Ll -value Insul R For: NbryRivas,NUHAUS303LLC Gain K PO Box 12055, Denver, C080212 fl?-'Fffl h BEh/R` BNh Bth/W Phone: 303-886-7437 Walls Email: mary.mail@me.com Design Conditions 24 0.240 20.0 Location: 399 Indoor: Heating Cooling Demer International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 5.87 Design TD (°F) 70 17 Latitude: 40°N 0.240 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisture difference (grAb) 34.5 _ -36.3 Dry bulb(T) 1 _ 92 Infiltration: 1294 5.87 Daily range (°F) 28 ( H ) Nbthod Simplified Vtktbulb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Ftg HTM Loss Clg HTM Gain K BGhff--'F fl?-'Fffl h BEh/R` BNh Bth/W Blur, Walls Firm wall, 112"wood shth,1/2" gypsum board inlIrish, 2"x6"wood frm,n 24 0.240 20.0 16.7 399 5.87 140 16" o.c. stud: Firm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, a 30 0.240 20.0 16.7 496 5.87 174 2"x6" wood frm, 16" o.c. stud s 24 0.240 20.0 16.7 399 5.87 140 all 78 0.240 20.0 16.7 1294 5.87 455 Pa rtitio ris (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr incl 1/4" gap, 1/4" thk: 2 n 21 0.320 0 22.2 469 11.1 235 glazing, clr outr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft a 30 0.320 0 22.2 674 33.7 1019 head ht s 21 0.320 0 22.2 469 17.6 371 all 72 0.320 0 22.2 1611 22.4 1626 Doors (none) Ceilings C part ceiling,: C part ceiling, carpet fir fnsh, frm fir, 10" thkns, 1/2" 22 0.222 1.0 15.4 342 10.6 236 gypsum board int fnsh Floors 19A-Obscp: Part f loor, carpet flr fnsh, frm fir, 10" thkns, 1/2" gypsum 33 0.295 0 7.70 257 1.85 62 board int fnsh 2017-0ct-13 10:44:48 Wrl9htS0f[* Right -Suite® Universal 2017120.19 RSU21135 Page .. sktop\Calculafiom\7053 W. 28th Ave. Nuhausrup Calc = MJ8 Front Door faces: E to Construction descriptions Component Constructions Living / Dining Heat &Air Calculations Inc Job: Date: Oct 12, eon By: Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculabons@gmail.com Web: www.heatandaircalculabonsinc.com Insul R Htg HTM Project• • For: NbryRivas, NUHAUS303LLC re-"F/ehh BWhM' etuh etuh/V PO Box 12055, Denver, C080212 Walls Phone: 303-886-7437 Email: mary.mail@me.com 128 0.240 20.0 Design Conditions 2135 5.87 751 Location: Denver Intemationa, CO, US Indoor: Indoor temperature (°F) Heating 70 Cooling 75 Elevation: 5430 ft 16.7 Design TD (°F) 70 17 Latitude: 40'N w Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) Daily range (°F) Mt bulb(°F) Wind speed (mph) 1 92 - 28 ( H ) - 60 15.0 7.5 Infiltration: Ntethod Construction quality Fireplaces Simplified Average 0 16.7 Construction descriptions Or Area LLvalue Insul R Htg HTM Loss Clg HTM Gain re Bhnlre-"F re-"F/ehh BWhM' etuh etuh/V etuh Walls Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6" w ood f rm,n 128 0.240 20.0 16.7 2135 5.87 751 16" o.c. stud: Frm wall, 1/2' wood shth, 1/2" gypsum board int fnsh, a 109 0.240 20.0 16.7 1818 5.87 640 2"x6"wood frm, 16"o.c.stud w 12 0.240 20.0 16.7 200 5.87 70 all 249 0.240 20.0 16.7 4153 5.87 1461 Pa rtitioris (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 1 /4" thk: 2 n 46 0.320 0 22.2 1012 11.1 507 glazing, clr outr, air gas, w frm mat, clr inn r, 1/4" gap, 1/4" thk; 6.67 ft a 16 0.320 0 22.2 345 33.7 522 head ht all 61 0.320 0 22.2 1357 16.9 1029 Doors 11 DO: Door, w sc type n 80 0.390 0 27.1 2168 9.54 763 Ceilings C part ceiling,: C part ceiling, carpet flr fnsh, frm fir, 10" thkns, 1/2" 11 0.222 1.0 15.4 176 10.6 121 gypsum board int fnsh Roors 19A-Obscp: Part floor, carpet flr fnsh, frm fir, 10" thkns, 1/2" gypsum 432 0.295 0 7.70 3324 1.85 799 board int fnsh " 1Niiflt50f#' Right-SuiteQ+J Universal 2017 17.019 RSU21135 2017 -Oct -13 10:44:48 Page 10 ACXA...sktop\CalculaflonsV053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 T�� & tlir„_ Bath 1 By: - Heat & Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email heataircelculatlons@gmailcom Web: w—.heatandaircalculatlonsinc. com For: Mary Rivas, NUHAUS303LLC PO Box 12055, Denver, CO 80212 Phone: 303-886-7437 Email: mary.mail@me.com Design C• • • Location: Indoor: Heating Cooling Demer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40oN Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (TF) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Loss Clg HTM Gain B1uh Bt.M Btuh Construction descriptions Or Area 1.1 -value Ins ul R fl BMl "F fe--"FBM Ftg HTM BWhty Walls Frm wall, 112" wood shth,112” gypsum board intfnsh,2"x6"w ood frm,e 109 0.240 20.0 16.7 1811 5.87 637 16" o . stud'. Firm wall, 1/2' wood shth, 1/2" gypsum board int fnsh, s 75 0.240 20.0 16.7 1251 5.87 440 2'x6" w ood frrn, 16" o. c. stud all 184 0.240 20.0 16.7 3062 5.87 1077 Partitions (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 1/4" thk: 2 e 28 0.320 0 22.2 621 33.7 940 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 114" thk, 6.67 ft s 15 0.320 0 22.2 334 17.6 264 head ht all 43 0.320 0 22.2 954 28.0 1204 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2 gypsum board int fnsh: Attic 138 0.408 49.0 28.4 3923 19.6 2706 ceiling, asphalt shingles roof mat, 112' gypsum board int fnsh Roors 19A-Obscp. Part floor, carpet fir fnsh, frm fir, 10"thkns, 1/2" gypsum 29 0.295 0 7.70 225 1.85 54 board int fnsh 2017 -Oct -13 10:44 48 WYlgflt90ft' Right-Suite®Universa1201717.0.19RSU21135 Page 11 sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 f��a sli,_ Clst. By: i`-.ai-a3lHf.uaa� x1s: Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G. Denver, CO 80216 Phone: 720-767-9627 Email: heatairpimlabons@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Area U -value fe BWhtW--°F Project• • Frm wall, 1/2"woodshth, 1/2"gypsum board intfnsh,2"x6'woodfrm,s 50 0.240 For: IvbryRivas, NUHAUS303LLC 2'k 6"wood firm, 16" o. c. stud Partitions PO Box 12055, Denver, C080212 (none) W indOWS Phone: 303-886-7437 Doors (none) Email: mary.mail@me.com Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsumboard intfnsh: Attic 61 0.408 49.0 28.4 1742 19.6 1202 Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40'N Relative humidify(%) 30 50 Outdoor: Heating Cooling Nbtsturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Vlktbulb (T) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value fe BWhtW--°F Insul R Htg HTM Loss Clg KrM Gain fl? -F/B6 BWhr BWh Btuhff Btuh Walls Frm wall, 1/2"woodshth, 1/2"gypsum board intfnsh,2"x6'woodfrm,s 50 0.240 20.0 16.7 826 5.87 290 16"o.c. stud: Frm wall, 1/2" wood shth, 1/2"gypsum board int fnsh, 2'k 6"wood firm, 16" o. c. stud Partitions (none) W indOWS (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsumboard intfnsh: Attic 61 0.408 49.0 28.4 1742 19.6 1202 ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh Floors 19A-Obscp: Part floor, carpet fir fnsh, firm fir, 10" thkns, 1/2" gypsum 7 0.295 0 7.70 53 1.85 13 board int fnsh 2017 -Oct -13 10:44:48 ,i 1NY{C,ji1t•SYif Right-Suite®Universal 201717.0.19 RSU21135 Page 12 ACX>� ._sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 eAPOpen to Below By: r h:; - Heat &Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email. heataircalculabons@gmail.com Web. www. heatandaircalculationsinc.com Project Information For: NbryRivas,NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Indoor: Heating Cooling Denier Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -363 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) A/bthod Simplified VVetbulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R R' B -VI F fi'-°F - Htg HTM Btuhff Loss Clg HTM Gain Btuh BtWM BNh Walls Firm wall, 1/2"wood shth,112" gypsum board intfnsh,2"x6"w ood frm,s 38 0.240 20.0 16.7 626 5.87 220 16" o.c. stud: Frm wall, 1/2 wood shth, 1/2" gypsum board int fnsh, 2"x 6" w ood frm, 16" o. c. stud Partitions (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 114" thk. 2 s 15 0.320 0 22.2 334 17.6 264 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk, 6.67 ft head ht Doors (no ne) Ceilings Attic ceiling, as ph aft shingles roof mat, 1/2" gypsum board int fnsh: Attic 65 0.408 49.0 28.4 1847 19.6 1274 ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh Roors 19A-Obscp: Part floor, carpet fir fnsh, frm flr, 10"thkns, 1/2 gypsum 7 0.295 0 7.70 56 1.85 13 board int fnsh '. A - Wilgf1t5Oft" Rig h6Suite®Universal 2017 17 0.19 RSU21135 2017 -Oct -13 10:4448Page 13 AG•A ...sktop\Calculaffons\7053 W. 28th Ave. Nuhausrup Calc = MJ8 Front Door faces. E Component Constructions Job: Date: Oct 12, 2017 Meas AiHall By: C'alau ra6rins jrng: Plan: 7053 W. 28th Ave. Heat &Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heatair lculations@gmail.com Web: www.heatandaircalculationsinc.com U -value BWWW T Project• • Gain Btuh Walls For: NbryRi\as, NUHAUS303LLC Frmw all, 1/2"wood shth, 1/2"gypsum board in tfnsh,2"x6"woodfrm,s 66 0.240 PO Box 12055, Denver, CO 80212 1101 5.87 387 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, Phone: 303-886-7437 2"x 6" w ood f rm, 16" o. c. stud Email: mary.mail@me.com Partitions Design• • • (none) Location: Indoor: Heating Cooling Den\er Intemationa, CO, US Indoor temperature (TF) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grllb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (TF) - 28 ( H ) Nlethod Simplified 3087 Mt bulb ('17) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1? U -value BWWW T Insul R Htg HTM W --'FBM BM/h' Loss Clg HiM Btuh Btu01/1F Gain Btuh Walls Frmw all, 1/2"wood shth, 1/2"gypsum board in tfnsh,2"x6"woodfrm,s 66 0.240 20.0 16.7 1101 5.87 387 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x 6" w ood f rm, 16" o. c. stud Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board int f ns h: Attic 158 0.408 49.0 28.4 4474 19.6 3087 ceiling, as ph a it s h ing le s roof mat, 1/2" gypsumbcard int fnsh Roors 19A-Obscp: Partfloor, carpet flr fnsh, Inn fir, 10" thkns, 1/2" gypsum 9 0.295 0 7.70 71 1.85 17 board int fnsh rn►rlghtsOft' Right-Su ite$\Universa1201717.0.19 R 2017 -Oct -13 10:44:48SU21135 Page 14 ,4CC>% ...sktop\Calcu1ations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 Heat s AirBedroom 1 By: Heat &Air Calculations Inc Plan: 7053 W. 281h Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email heatair iculabom@gmail.com Web:—heatandaircalculationslnc com For: rvbryRivas, NUHAUS 303 LLC U -value Beh/h'-'F Insul R IP-`F/BEh Mg HTM Btuh/V Loss Clg HTM BNh B"tile PO Box 12055, Denver, C080212 Walls Phone: 303-886-7437 Frim wall, 112"wood shth,t/7'gypsumboard intfnsh,2"x6'woodfrm,n Email: mary.mail@me.com 0.240 20.0 16.7 1332 Design C• • • 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, a 124 Location: 20.0 Indoor: Heating Cooling Denier International, CO, US 2"x 6"wood frim, 16" o. c. stud all Indoor temperature (T) 70 75 Elevation: 5430 ft 3393 Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling MDisturedifference (grft) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) 28 ( H ) Method Simplified 1lltetbulb (°F) 60 Construction quality Average 38 Wind speed (mph) 15 0 7.5 Fireplaces 0 11.1 Construction descriptions Or Area ft' U -value Beh/h'-'F Insul R IP-`F/BEh Mg HTM Btuh/V Loss Clg HTM BNh B"tile Gain Bien Walls Frim wall, 112"wood shth,t/7'gypsumboard intfnsh,2"x6'woodfrm,n 80 0.240 20.0 16.7 1332 5.87 468 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, a 124 0.240 20.0 16.7 2061 5.87 725 2"x 6"wood frim, 16" o. c. stud all 203 0.240 20.0 16.7 3393 5.87 1194 Partitions (none) Windows 2 glazing, cV outr, air gas, w d frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n 38 0.320 0 22.2 843 11.1 423 glazing, clr oulr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" thk' 6.67 ft a 13 0.320 0 22.2 287 33.7 435 head ht all 51 0.320 0 22.2 1131 16.9 857 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board int f nsh: Attic 232 0.408 49.0 28.4 6580 19.6 4540 ceiling, asphaft shingles roof mat, 1/2" gypsum board int fnsh Floors 19A-Obscp: Part floor, carpet flr fnsh, frm flr, 10" thkns, 1/2" gypsum 21 0.295 0 7.70 159 1.85 38 board int fnsh 2017 -Oct -13 10:44:48 WrightSO t° Right -Suite® Universal 2017 17.0.19 RSU21135 Page 15 >CA ...sktoplCalculations\7053 W. 281h Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job. Date: Oct 12, 2017 heat & air Bath 2 By: t 11 aa€�'c-i;3ns dr�cPlan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heataircalculabons@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Area U -vale fl' BkAM--'F Walls Frmwall, 112"woodshth,1/2"gypsumboard int fnsh, 2'x6"woodfrm,s 71 0.240 16" o.c. stud: Frm wall, 1/7' wood shlh, 1/2" gypsum board int fnsh, w 73 0.240 7x6" w ood frm, 16" o. c. stud all 144 0.240 Partitions (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 114" ink: 2 s glazing, clr outr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" ink, 6.67 ft w head ht all Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh: Attic ceiling, asphaft shingles roof mat, 1/2' gypsum board int fnsh Floors 19A-Obscp: Part f loor, carpet fir fnsh, frm fir, 10" lhkns, 1/2' gypsum board int fnsh 15 0.320 4 0.320 19 0.320 90 0.408 12 0.295 Insul R Project• • Gain R'--'F/BWh For: Mary Rivas, NUHAUS 303 LLC Bhhfre BWh 20.0 16.7 PO Box 12055, Denver, C080212 5.87 418 20.0 16.7 Phone: 303-886-7437 5.87 425 20.0 16.7 Email: mary.mail@me.com 5.87 844 Design Conditions Location: Indoor: Heating Cooling Denier International, CO, US Indoor temperature (T) 70 75 Elevation: 5430 It Design TD (TF) 70 17 Latitude: 40oN Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (TF) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -vale fl' BkAM--'F Walls Frmwall, 112"woodshth,1/2"gypsumboard int fnsh, 2'x6"woodfrm,s 71 0.240 16" o.c. stud: Frm wall, 1/7' wood shlh, 1/2" gypsum board int fnsh, w 73 0.240 7x6" w ood frm, 16" o. c. stud all 144 0.240 Partitions (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 114" ink: 2 s glazing, clr outr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" ink, 6.67 ft w head ht all Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh: Attic ceiling, asphaft shingles roof mat, 1/2' gypsum board int fnsh Floors 19A-Obscp: Part f loor, carpet fir fnsh, frm fir, 10" lhkns, 1/2' gypsum board int fnsh 15 0.320 4 0.320 19 0.320 90 0.408 12 0.295 Insul R Htg HTM Loss CIg HTM Gain R'--'F/BWh BWh4F BWh Bhhfre BWh 20.0 16.7 1188 5.87 418 20.0 16.7 1209 5.87 425 20.0 16.7 2398 5.87 844 0 22.2 334 17.6 264 0 22.2 89 33.7 135 0 22.2 423 21.0 399 49.0 28.4 2543 19.6 1754 0 7.70 92 1.85 22 - WrilNY50i Right-Suite•1 Universal 2017 17.0.19 RSU21135 2017 -Oct -13 10:44:48Page 16 ...sktop\Calculations\7053 W. 28th Ave. Nuhaussup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 Hl ecs;, Laundry By: Heat & Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email heataircalculabons@gmail.com Web: www.heatandancalculationsinc.com Construction descriptions Or Project Information U -value BtuhM 'F Insul R R'--F/BWh Htg HTM BMIR' For: NhryRivas, NUHAUS303LLC Walls PO Box 12055, Denver, C080212 Frm wall, 1/2"wood shth,112" gypsum board int fnsh,2x6"w oodfrm,w 56 Phone 303-886-7437 20.0 16.7 934 5.87 329 Email: mary.mail@me.com Design Conditions 2"x6" w ood frm, 16" o. c. stud Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisture difference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 0.320 0 Dailyrange (°F) - 28 ( H ) IVlethod Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area R' U -value BtuhM 'F Insul R R'--F/BWh Htg HTM BMIR' Loss Clg HTM BNh BMR' Gain Btuh Walls Frm wall, 1/2"wood shth,112" gypsum board int fnsh,2x6"w oodfrm,w 56 0.240 20.0 16.7 934 5.87 329 16" o.c. stud- Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6" w ood frm, 16" o. c. stud Partitions (none) Windows 2 glazing, clr cuff, air gas, w d frm mat, clr innr, 1/4" gap, 114" thk: 2 w 4 0.320 0 22.2 89 33.7 135 glazing, clr outr, air gas, w frm mat, clr innr, 1/4" gap, 1/4" thk, 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asph alt shingles roof mat, 1/2" gypsum board int fnsh: Attic 43 0.408 49.0 28.4 1229 19.6 848 ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh Floors (none) _ 2017-0ct- 13 10:44:48 WrightsofY Right -Suite® Universal 201717.0.19 RSU21135 Page 17 }1:. A _.sktop\CalculationsN7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job: - Date: Oct 12, 2017 ati air Bedroom 3 By: Plan: 7053 W. 28th Ave. .%alculatcan, h,r Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heatairceculadors@gmail.com Web: www.heatandaircalculationsinc.com Area Project• • Rg HTM Loss Clg HTM For: Mary Rivas, NUHAUS 303 LLC ft BWh/R'-'F R'-°F/Bkh BM/h' PO Box 12055, Denver, C080212 BNhlh' BNh Walls Phone: 303-886-7437 Email: mary.mail@me.com Frm wall, 1/2"w ood shth, 1/2" gypsum board int fnsh, 2"x6" w ood frm,n 75 0.240 20.0 Design Conditions 1244 5.87 438 Location: 124 Indoor: Heating Cooling Denwr Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It 0.240 Design TD (TF) 70 17 Latitude: 40'N 1163 Relative humidity(%) 30 50 Outdoor: Heating Cooling - K/bisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (TF) - 28 ( H ) Method Simplified VVetbuIb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area LLvalue Insul R Rg HTM Loss Clg HTM Gain ft BWh/R'-'F R'-°F/Bkh BM/h' BNh BNhlh' BNh Walls Frm wall, 1/2"w ood shth, 1/2" gypsum board int fnsh, 2"x6" w ood frm,n 75 0.240 20.0 16.7 1244 5.87 438 16" o.c. stud: Frm wall, 1/2' w ood shth, 1/2" gypsum board int fnsh, w 124 0.240 20.0 16.7 2061 5.87 725 2"x6" w ood frm, 16" o.c. stud all 198 0.240 20.0 16.7 3305 5.87 1163 Partitions (none) Windows 2 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 1/4" thk 2 n 38 0.320 0 22.2 843 11.1 423 glazing, clr outr, air gas, w d frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft w 13 0-320 0 22.2 287 33.7 435 head ht all 51 0.320 0 22.2 1131 16.9 857 Doors (none) Ceilings Att ic ce iling, as ph aft shing[as roof mat, 1/2" gypsum board int fnsh: Attic 184 0.408 49.0 28.4 5211 19.6 3595 ceiling, asphalt shingles roof mat, 1/2" gypsum board int f n s h Roors (none) vrl�l�Sii2017-Oct-13 10:44:48 . . 19 RSU21135Page 18 ...sktop\Ca1culations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Component Constructions Job. Date: Oct 12, 2017 �e�> s r Bedroom 2 By: Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone. 720-767-9627 Email: heataircalculabons@gmail.com Web: v—v heatandaircalculationsinucom For. NhryRivas, NUHAUS 303 LLC U -value Bvlire--'F Insul R R'-'FIBtJ, Htg HTM Bb htW Loss Clg HTM BNh BMrR' PO Box 12055, Denver, C080212 Walls Phone: 303-886-7437 Frm wall, 1/2" wood shth, 1/2" gypsum board intfnsh,27c6"woodfrm,n Email: mary.mail@me.com 0.240 20.0 16.7 1471 Design Conditions 517 16" o.c. stud: Frm wall, 1/2 wood shth, 1/2" gypsum board int fnsh, Location: Indoor: Heating Cooling Denier Intemationa, CO, US Indoor temperature (TF) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude_: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grllb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified V*tbut lb(°F) - 60 Construction quality Average 26 Wind speed (mph) 15.0 7.5 Fireplaces 0 11.1 Construction descriptions Or Area tv U -value Bvlire--'F Insul R R'-'FIBtJ, Htg HTM Bb htW Loss Clg HTM BNh BMrR' Gain Btuh Walls Frm wall, 1/2" wood shth, 1/2" gypsum board intfnsh,27c6"woodfrm,n 88 0.240 20.0 16.7 1471 5.87 517 16" o.c. stud: Frm wall, 1/2 wood shth, 1/2" gypsum board int fnsh, 2 x 6"wood frm, 16" o. c. stud Partitions (none) Windows 2 glazing, c, Ir outr, air gas, w d frm mat, clr innr, 114" gap, 1 /4" thk: 2 n 26 0.320 0 22.2 575 11.1 288 glazing, c outr, air gas, w frm mat, c; Ir inn r, 1/4" gap, 114" thk1 6.67 ft head ht Doors (none) Ceilings Attic ceiling, as ph aft shingles roof mat, 1/2" gypsum board int fnsh: Attic 189 0.408 49.0 28.4 5352 19.6 3693 ceiling, as ph aft shingles roof mat, 112 gypsumboard int fnsh Floors (none) 2017-0c613 10:44:48 Wrights Oft` Right -Suite® Universal 2017 17.0.19 RSU21135 Page 19 RCCA .-sktop\Calculations\7053 W. 28th Ave. Nuhausrup Calc = MJ8 Front Door faces: E Component Constructions Job: Date: Oct 12, 2017 iea._atr_ Mud By: Heat � Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 72(l-767-9627 Email: heataircalculabom@gmail.com Web: vrww.heatandancalculationsinc.wrn Construction descriptions Project• • U -value Insul R For: lvbryRivas, NUHAUS 303 LLC Gain W PO Box 12055, Denver, C080212 ft--°F/Btuh Bbbff Btuh Bl h/W Phone: 303-886-7437 Walls Email: marymail@me.com Design Conditions 1 0.240 Location: 16.7 Indoor: Heating Cooling De Deer Intemationa, CO, US Indoor temperature IT) 70 75 Elevation: 5430 ft 372 Design TD (°F) 70 17 Latitude: 40°N 67 Relative humidity(%) 30 50 Outdoor: Heating Cooling IVIDisturedifference (gr/Ib) 34.5 -36.3 Dry bul b (°F) 1 92 Infiltration: 16.7 1507 Dailyrange (°F) - 28 ( H ) IVlathod Simplified VVet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Ftg HTM Loss Clg HTM Gain W Bbbfw--.F ft--°F/Btuh Bbbff Btuh Bl h/W Btuh Walls Frmwall, l/2"wood shth,1/2" gypsum board int fnsh, Tx6"wood frm,ne 1 0.240 20.0 16.7 18 5.87 6 16" o.c. stud: Frm wall, 1/2" wood shth, 1/2" gypsum board int fnsh, se 22 0.240 20.0 16.7 372 5.87 131 2x6"woodfrm,l6"o.c.stud nw 67 0.240 20.0 16.7 1118 5.87 393 all 90 0.240 20.0 16.7 1507 5.87 530 Partitions. (none) Windows 2 glazing, clr outr, air gas, w d frm mal, clr innr, 1/4" gap, 1/4" thk: 2 se 44 0.320 0 22.2 986 29.0 1284 glazing, clr outr, air gas, wd frm mat, Or inn', 1/4" gap, 1/4" thk; 6.67 ft head ht Doors (none) Ceilings C part ceiling,: Cpart ceiling, carpet flr fnsh, frm flr, 10" lhkns, 1/2" 56 0.222 1.0 15.4 858 10.6 592 gypsum board int fnsh Floors 19A-Obscp: Part floor, carpet fir fnsh, frm fir, 10"thkns, 1/2" gypsum 56 0.295 0 7.70 429 1.85 103 board int fnsh WCtgtliS(i Right-Suite•lUniversal 201717.0.19 RSU2017-0ct-13 10:44:4821135 Page 20 ACC>A .sktop\Calculations\7053 W. 28th Ave. Nuhausrup Calc = MJ8 Front Door faces: E Project Summary Entire House Heat & Air Calculations Inc Job: Date: Oct 12, 2017 By: Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720767-9627 Email: heataircalculabons@gmail.com Web: va vAeatandairmiculabonsinc.com Project Information For. M3 Rivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@me.com Notes: Design Information Weather Winter Design Conditions Outside db 1 °F Inside db 70 °F Design TD 70 °F Heating Summary Structure 103124 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Design TO Humidification 0 Btuh Piping 0 Btuh Equipment load 103124 Btuh Infiltration Method Construction quality Fireplaces Denver Intemationa, CO, US _ Summer Design Conditions Outside db 92 °F Inside db 75 °F Design TO 17 °F Da ily ra nge H Relative humidity 50 % MUisturediffererice -36 gr/lb Sensible Cooling Equipment Load Sizing Str uctu re 51892 Btu h Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Nbdel A93UH1D070B12A-` Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 50180 Btuh Simplified Latent Cooling Equipment Load Sizing Averag e 0 Structure -575 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area(fl2) (none) 2678 2678 Equipment latent load 0 Btuh Volume (f 3) 21778 21778 Airchanges/hour 0.32 0.16 EquipmEnt total load 50180 Btuh Equiv. AVF (cfm) 116 58 Req. total capacityat0.70 SHR 6.0 ton Heating Equipment Summary Cooling Equipment Summary Make Armstrong Make Armstrong Trade AIR EAS EARMSTRONGAIR,ADVANCE... Trade ADP Nbdel A93UH1D070B12A-` Cond 4SCU13LB136P-3 AHRI ref 4208443 Coil HH48(1,2)36++TXV+TD AHRI ref 8295451 Efficiency 93 AFUE Efficiency 10.5 EER, 13 SEER Heating input 66000 Btuh Sensiblecooling 23380 Btuh Heating output 62000 Btuh Latent cooling 10020 Btuh Temperature rise 50 °F Total cooling 33400 Btuh Actual airflow 1377 cfm Actual airflow 1113 cfm Air flow factor 0.013 cfm /Btu h Air flow factor 0.021 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved byACCAto meet all requirements of Manual J 8th Ed W rf htsoi"2017-Ocl-13 10:44 48 > Right -Suite® Universal 2017 17.0.19 RSU21135 Page 1 ._IwCalculafions\7053 W. 28th Ave. Nuhaus.mp Calc = MJ8 Front Door faces. E AED Assessment Job: Date: Oct 12, 2017 air Entire House By: Cam lstfs n� RT Plan: 7053 W. 28th Ave. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Demer, CO 80216 Phone: 720-767-9627 Email: heataircalculabons@gmail.com Web: www.heatandaircalculatlonsinc.com Test for Adequate Exposure Diversity Hourly Glazing Load Hour of Day Maximum hourly glazing load exceeds average by 17.7%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Eltuh wr,i�., 2017 -Oct -1310:44:48 Rig ht -Suite® U niv ersal 2017 17.0. 19 RSU21135 Page 1 ...sktop\Calculations\7053 W 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E For: rvbryRivas, NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Location: Indoor: Heating Cooling Deneer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40oN Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 (H ) Mt bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Hour of Day Maximum hourly glazing load exceeds average by 17.7%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Eltuh wr,i�., 2017 -Oct -1310:44:48 Rig ht -Suite® U niv ersal 2017 17.0. 19 RSU21135 Page 1 ...sktop\Calculations\7053 W 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Right -J® Worksheet Job: Ar Entire House Bate: Oct 12, 2017 e: Heat $ Air Calculations Inc Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-767-9627 Email: heatairc iculabons@gmail.com Web: www.heatandaircalculafionsinc.com 1 Room name Entire House Mechanical 2 Exposed wall 358.7 ft 64.3 ft 3 Room height 8.7 ft 6.1 It heal/cool 4 Room dimensions 17.9 x 14.4 ft 5 Room area 2678.0 fN 258.3 ft- PTy Ty I Construction U-valueOr HTM Area (ft') Load Area (f P) Load numbeI (Btul✓ft''I' I (Btuh/ftj I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heal Cool Gross WP/S Heat Cool Gross N/P/S Heat Coal 6 W 15815-0wc-8 0.088 n327 0.00 109 109 355 0 109 109 355 0 Frm wall, 12' wood 0.240 n 16.68 5.87 755 462 7698 2708 0 0 0 0 2 glazing, Or outs, 0.320 n 22.24 11.15 214 0 4754 2383 0 0 0 0 11 DO 0.390 n 27.10 9.54 80 80 2168 763 0 0 0 0 11 W Fnn wall, l2' wood 0.240 ne 16.68 5.87 1 1 18 6 0 0 0 0 W 15B 15 -O"_8 0.088 a 3.27 0.00 87 87 286 0 87 87 286 0 1y Frm wall, l2' woad 0.240 a 16.68 5.87 548 461 7688 2704 0 0 0 0 tG 2 glazing, clr outs, 0.320 a 22.24 33.66 87 0 1926 2915 0 0 0 0 1y Frm wall, l2'wood 0.240 se 16.68 5.87 67 22 372 131 0 0 0 0 �C 2 glazing, clr outr, 0.320 se 22.24 28.96 44 0 986 1284 0 0 0 0 W 15815 -OM -8 0.088 s 3.27 0.00 109 109 355 0 109 109 355 0 Frm wall, 12' wood 0.240 s 16.68 5.87 722 605 10094 3551 0 0 0 0 2 glazing, clr outs, 0.320 s 22.24 17.61 96 0 2137 1692 0 0 0 0 11D0 0.390 s 27.10 9.54 21 21 569 200 0 0 0 0 W Frm wall, 12' wood 0.240 sw 16.68 5.87 1 1 18 6 0 0 0 0 W 1SB15-0wc-8 0.088 w 3.27 0.00 87 87 286 0 87 87 286 0 Vy 1 -wall, 12' wood 0.240 w 16.68 5.87 489 441 7349 2585 0 0 0 0 L._C 2 glazing, clr, outr, 0.320 w 22.24 33.66 48 0 1077 1630 0 0 0 0 W Fnn wall, 12' wood 0.240 nw 16.68 5.87 67 67 111E 393 0 0 0 0 C Attic ceiling, aspha 0.408 - 28.36 19.56 11 11 32900 22699 0 0 0 0 C C part ceiling, 0.222 - 15.41 10.63 180 180 2775 1915 0 0 0 0 C C part ceiling, 0.247 - 17.18 11.85 18 18 306 211 18 18 306 211 F 19A-0bscp 0.295 - 7.70 1.85 110 1103 8492 2041 0 0 0 0 F Part floor, frm fir, 0.368 - 8.32 2.00 256 256 2127 511 256 256 2127 511 61 c) AED excursion 101 1 -14 Envelope loss/gain 1 95854 50329 1 1 3716 708 12 a) Infiltration 72701 873 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 3 690 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 103124 51892 3716 708 Less external bad 0TO 0 0 Less transfer 0 0 0 Redistribution 0 0 0 14 Subtotal 103124 3716 708 15 Duct loads 096 0% 0% 0°.6 0 0 TF11 1013771 3124 5'892 3715661 7081 1 Air raequired (cfm) I I 1 I I Calculations aDDroved bvACCAto meet all reauirements of Manual J 8th Ed. vvri htsaft° 2017 -Oct -1310:44:48 1&01Right-Suile® Universal 2017 17.0.19 RSU21135 Page ..sMwCalculafions%7053 W. 28t 1 h Ave. Nuhaus.rup Calc = MJ8 Front Door faces' E Right -M Worksheet wears Entire House Heat & Air Calculations Inc Jo b: Date: Oct 12, 2017 M. Plan: 7053 W. 28th Ave. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-7675627 Email: heataircalculabons@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Office Kitchen 2 Exposed wall 27.5 ft 29.7 it 3 Roomheight 9.0 it heaUccol 9.0 Itheluccol 4 Room dimensions 12.5 x 15.0 it 19.8 x 14.3 it 5 Room area 187.5 W 281.4 ft' Ty I Construction number 1 -1 -value (Bt ub/ft'-°FJ� Or HTM I (Btuh/ftp Area (ft') I or perimeter (ft) Load I (Btuh) Area (f F) I or perimeter (ft) Load I (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Coal 6 W 15B15-0-8 0.088 n 3.27 0,00. 0 0 0 0 0 0 0 0 F"wall, 12" wood 0.240 n 16.68 5.87 113 67 111 393 0 0 0 0 2 glazing, clr oub, 0.320 n 22.24 11.15 46 0 1012 507 0 0 0 0 1 1 D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 11 W Fnn -a' 12' wood 0.240 ne 16.68 5.87 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 a 3.27 0.00 0 0 0 0 0 0 0 0 Iy F, wall, 12" wood 0.240 a 16.68 5.87. 0 0 0 0 90 90 1501 528 L -G 2 glazing, clr outr, 0.320 a 2224 33.66 0 0 0 0 0 0 0 0 Vy Frm wall, 12' wood 0.240 se 16.68 5.87 0 0 0 0 0 0 0 0 tG 2 glazing, clr outr, 0.320 se 22.24 28.96 - 0 0 0 0 0 0 0 0 W 15815 -OW -8 0.088 53.27 0.00 0 0 0 0 0 0 0 0 F"wall, 12" wood 0.240 s 16.68 5.87 0 0 0 0 177 141 2352 827 2 glazing, clr outr, 0.320 5 22.24 17.61 0 0 0 0 15 0 334 264 11 DO 0.390 s 27.10 9.54 0 0 0 0 21 21 569 200 W Frmwall. 12' woad 0.240 sw 16,68' 5.87 0 0 0 0 0 0 0 0 W 15B75 -0w" 0.088 w 3.27 0.00 0 0 0 0 0 0 0 0 Vy Frm wall. 12'wood 0,240 w 16:68 5.,87 135 108 1793 631 0 0 0 0 �G 2 gWang, clr outr, 0.320 w 2224 33.66 28 0 612 926 0 0 0 0 W F- wall, 12" wood 0.240 nw 16.68 5.87 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.408 - 28.36 19:56 0 0 0 0 0. 0 0 0 C C pan ceiling, 0.222 - 15.41 10.63 62 62 955 659 0 0 0 0 C C.part ceiling, 0247. - 17.18 11.65 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 - 7.70 1.85 188 188 1444 347 112 112 862 207 F Part floor, fnn fir, 0-368 - 8.321 2.00 0 0 0 0 0 0 0 0 6 c) AED excursion 309 1 1 1 30 Envelope lossrgain 1 69331 37711 1 1 56181 2057 12 a) Infiltration 679 82 733 88 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 7612 3853 6351 2145 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 415 166 0 0 14 Subtotal 8027 4018 6351 2145 15 Duct loads -0°/h 0% 0 0 -0% 0% 0 0 802071 401�BI 63851 21481 Airtregnued(crm) I I I I I Calculations aooroved bvACCAto meetall reauirements of Klbnual J 8th Ed. ' wrighksoft" 2017 -Oct -1310:44:x8 --� Rig ht -Suite® Universal 2017 17.0.19 RSU21135 Page 2 AGC; ...sktop\Calculafions\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door faces: E Right -J® Worksheet Job: T�"A�� Entire House Date: Oct 12, 2017 Heat & Air Calculations Inc Ptan: 7053 M 28th Ave. 1791 E 58th Ave. Unit G. Denver, CO 80216 Phone: 720-767-9627 Email: heatairr lculabons@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name 1 hall Bath 3 2 Exposed wall 7.6 ft 14.3 ft 3 Room height 9.0 it heat/cool 9.0 ft heatfcool 4 Room dimensions 1.0 x 162.6 ft 1.0 x 71.5 ft 5 Room area 162.6 fN 71.5 ft - Ty Construc8on U -value Or f I Area (ft') I Load Area (fe) Load number (Btuh/fP-T (BiTT4t uh/ftp or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S ..at Cool Gross N/P!S Heat Cool 6 W 15875-D c 8 0.088 n 3.27 0.00 0 0 0 0 0 0 0 0 F"wall. 12" wood 0.240 n 16.68 5.87 0 0 0 0 0 0 0 0 2 glazing, clr outr, 0.320 n 22.24 11.15 0 0 0 0 0 0 0 0 11D0 0.390 n 27,10 9.54 0 0 0 0 0 0 0 0 11 WFmwall, Mr wood 0.240 ne 16.68 5.87 0 0 0 0 0 0 0 0 W 15815-0wc-80.088 a 3.27 0.00 0 0 0 0 0 0 0 0 VrFen wall, 1/2". .0d 0.240 a 16.68 5.87 0 0 0 0 0 0 0 0 �G 2 glazing, clr outr, 0.320 a 22.24 33.66 0 0 0 0 0 0 0 0 VL Fnn wall, 12' wood 0.240 se 16.68 5.87 0 0 0 0 0 0 0 0 �G 2 glazing, clr outr, 0.320 se 22.24 28.96 0 0 0 0 0 0 0 0 W1� 15B15-0wc8 0.088 s 3.27 0.00 0 0 0 0 0 0 0 0 Frrn wall, 12" wood 0.240 s 16.68 5.87 68 68 112 396 89 74 1226 431 2 glazing, clr oub, 0.320 s 22.24 17.61 0 0 0 0 15 0 334 264 �---0 11!X1 0390 s 27.10 9.54 0 0 0 0 0 0 0 0 W Farr wall, 12' wood 0.240 sw 16.68 5.87 1 1 18 6 0 0 0 0 W 15B154)wc-8 0.088 w 3.27 0.00 0 0 0 0 0 0 0 0 19f Frm wall, 12" wood 0.240 w 16.68 5.87 0 0 0 0 41 41 676 238 -. 2 glazing, dr oub, 0.320 w 22.24 33.66 0 0 0 0 0 0 0 0 W Fm wall, 12" wood 0.240 nw 16.68 5.87 0 0 0 0 0 0 0 0 C Attic tailing, aspha 0.408 - 28.36 19.56 0 0 0 0 0 0 0 0 C C part ceiling, 0.222 - 15.41 10.63 6 6 88 60 2 2 30 21 C C part ceiling. 0.247 - 17.18 11.85 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 - 7.70 1.85 91 91 704 169 71 71 551 132 F Part floor, fnn fir, 0.368 - 8.32 2.00 0 0 0 0 0 0 0 0 61 c) AED ex -ion 1 -13 1 1 49 Envelope loss/gain 1936 619 1 1 2816 1135 12 a) Infiltration 188 23 354 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appir-s/other 0 0 Subtotal (lines 6 to 13) 2124 642 3169 1178 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redishibution 530 211 0 0 14 Subtotal 2654 853 3169 1178 15 Duct loads _0% 0% 0 0 -0% 0% 0 0 1 26351 8181 31421 11251 Airtraequued (c m) I I I I 1 Calculations approved bvACCAto meet all requirements of Nhnual J 8th Ed �,,�� wrighk9ofi` Right-SuiteBlUniversal 201717.0.19 RSU21135 2017 -OM -13 10:44:48 Page3 ...sktop\Calculations\7053 W. 28th Ave. Nuhaus.rup Calc = MJ8 Front Door laces: E City of ��Wheat j idge MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 July 7, 2017 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 7053 West 28' Place, Wheat Ridge, 80033 SUBDIVISION: Mortensen Resub of Blk 2 LOT(s): 4 SECTION: 26 PARCEL NO: 39-264-12-006 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE:—% Co 'Lo�-7 DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(a�ieffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel@jeffco.us and edelynko@ieffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda j.martinez(&usps.gov and krissyj.summerfield@usps.gov and arlene.a.vicjgey_Ausps.gov 8. Xcel Energy, sandra.cardenas(a,xcelenergy com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water Co. 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: Site Vicinity Map 283; feed 5t. 2631 Reed 5t i i t x 2816 Teller 5t. 7035 W ZBfh PL 2605 Reed St, 17053 7045 W. 26th PL W. 28th Place (Duplex) Lot4, _ Resubdivislon Block2 Mortensen Subdiulsjon 28TH PL y 048 W. 28th Place Lot 3, Resubd(v1SlonBlock 2 , Mortensen Subdivision ! 7030W.281h Pl. - 7020W. 28th P6. 704OW 28th PI, 2795 Reed 5t. 27�elle�St (Duplex) (Duplex) N FND. NO. 5 REBAR 1.5" A.C. ILLEG. 11�L=5455M I CY- SECTION 261 r LEGAL DESCRIPTION PROVIDED: S URV,.Y PLA F Lot 4, Mortensen Resub of Block of Borth"s Subdivision, County of Jefferson, Stote of Colorado. 1. NUTICEI: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey ,+:. commenced more than ten years from the date of the certification shown hereon. x N 89*59"04"" E 317.12 M&R SOUTH 75' EXCEPTED C) C) Lr5 EL=5441.00 t EL=5440.90 N 89"59"04"" E 317.12 Legend CLEANOUT WA TER VAL VE n2;1 GU Y WIRE POWER POLE i { '01 6 Richard E. Heinz State of Colorado Professional Land Surveyor No. 16116 For and on behalf of AAA Surveying Land Consultants, LL] C'41' , L 7