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3320 Yukon Court
City of Wheat Ridge E -Res. Window Replacement PERMIT - 202001436 PERMIT NO: 202001436 ISSUED: 07/30/2020 JOB ADDRESS: 3320 Yukon Ct EXPIRES: 07/30/2021 JOB DESCRIPTION: Replacing 19 windows throughout home. U -value is .30 *** CONTACTS *** OWNER (303)249-1297 WESTBERG MARK ANDREW SUB (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 47,230.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 991.83 ** TOTAL ** 1,041.83 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Window Replacement PERMIT - 202001436 202001436 3320 Yukon Ct ISSUED: 07/30/2020 EXPIRES: 07/30/2021 Replacing 19 windows throughout home. U -value is .30 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 ermit. I further attest that I am legally 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 thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original �ppermit fee. 3. If this permit expires, a new permit may be required to be obtained. lssuance 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 Divisi 6. The ' -%nce or grant of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apple c e ora d' ance 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. "' Dina Kemp V 6 V lq3 (,,, From: no-reply@ci.wheatridge.co.us Sent: Wednesday, July 29, 2020 3:06 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Categories: Dina Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION 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** 3320 Yukon Ct Mark Westberg 303-249-1297 Field not completed. cc auth westberg.pdf CONTRACTOR INFORMATION 1 Contractor Business Seiler Construction Name Contractor's License 180220 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-945-1519 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address mbeaudoin@renewalcolorado.com Retype Contractor Email mbeaudoin@renewalcolorado.com Address DESCRIPTION OF WORK Number of window 19 windows and/or doors being replaced Location of 5 basement, 2 master bath, 2 master, 4 family, 1 bath, 4 dining, window(s)/door(s) being 1 kitchen replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .30 or better window(s)/door(s)? City of Wheat Ridge requires the u -value to be .32 or better on windows.. Attach copy of westberg specs.pdf window/door cut sheets showing sizes and a -value Project Value (contract 47230 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 2 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Mackenzie Beaudoin Permit Email not displaying correctly? View it in your browser. 2, Yw�v�l fri Ii1rSPECI Ajim RE%;0ii.L INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Uc,-.upanc,//Tyne rL r Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Mid -Roof Final Electrical Lath / Wall Tie Final Mechanical Rough Electric Roof Rough Plumbing/Gas Line Final Building Rough Mechanical NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute anti; orization of occupancy. Rough Framing Rough Grading Insulation _ Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for ;your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute anti; orization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permittee' I Intii A Certificate of Occupancy Is Issued Protect This f> -a From The Weather Michael P. Sheridan, P.E. 9927 Hurty Avenue Conifer, Colorado 80433 (303) 838-4707 mikes herida npe(a-)-1 ive. com September 7, 2017 Subject: Mid -roof inspection for re -roof of residence at 3320 Yukon Ct., Wheat Ridge, Colorado This letter will confirm that a representative from my office conducted the subject mid -roof inspection. The following were observed: 1. 2" x 4" Drip edge on the house 2. 2 rows ice and water on front of house and covered front porch 3. Synthetic underlayment 4. Designer Owens Corning Duration shingles 5. Correct nail pattern per code (6 nailsisheet) This roofing inspection project was determined to meet code requirements. Photographs of the inspection are available in my office. Please contact me for any questions or concerns. Michael P. Sheridan, P.E. �0 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: I Job Address: 3 3'Dd-�- Permit Number: -D 0 1-7 0 ❑ No one available for inspection: Time ';6 q 7P �yPM Re -Inspection required: Yes NQ When corrections have been made, call for re -inspection at 303-234-5933 Date: 11 /1-7111-7 Inspector: —7-"b DO NOT REMOVE THIS NOTICE e City of Wheat Ridge Residential Roofing PERMIT - 201706553 PERMIT NO: 201706553 ISSUED: 08/24/2017 JOB ADDRESS: 3320 Yukon CT EXPIRES: 08/24/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 28 sq *** CONTACTS *** OWNER (303)953-9123 MCHENRY DON SUB (720)295-7506 Cody Brown 120171 Spire Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 6 A City of Wheat Ridge Residential Roofing PERMIT - 201706553 PERMIT NO: 201706553 ISSUED: 08/24/2017 JOB ADDRESS: 3320 Yukon CT EXPIRES: 08/24/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 28 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed Ilgd,,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 U I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official andmay 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 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 issuance anting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c e o 'any ordm egul tion f this jurisdiction. Approval of work is subject to field inspection. r �- Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett ,20(70'C S3 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 22, 2017 9:30 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION bu Property Address 3320 Yukon Court Wheat Ridge, CO 80033 Property Owner Name Don McHenry Property Owner Phone 303-953-9123 Number (enter WITH dashes, eg 303-123-4567) 189 4 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Don McHenry Contract - Jul 24 2017 - 11-30 AM. I- -fAi1 �1►1 i : ►7 IP Contractor Business Spire Roofing LLC Name T) L Contractor's License 120171 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 720-295-7506 7000 S Broadway ste 1 D, Centennial, CO 80122 Contractor Email Address megan@spireroofing.com Retype Contractor Email Address DESCRIPTION OF WORK megan@spireroofing.com TOTAL SQUARES of 28 the entire scope of work: Project Value (contract12000 value or cost of ALL materials and labor) Are you re -decking the No roof? 190 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 28 Owens Corning TruDefinition Duration Designer - Sand Dune Asphalt Pitch 5/12 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 191 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Megan Clairmore Email not displaying correctly? View it in your browser. 192 Date: q ) Z I P.O. 469PIRE ROOFING LLC Home Improvement Work Order 1 / We, the owners of the premises mentioned below hereby authorize Spire Roofing LLC to furnish all necessary materials, labor, and workmanship to install, construct and place the improvements according to the following specifications, terms, and conditions below described: Don McHenry Property Owner: Property address: 3320 Yukon Ct Wheat Ridge, CO 80033 Contact Phone: Scope of Mork: .7 Remove existing roof and inspect roof deck. Contact Email. ❑ Replace rotten decking if applicable at an additional charge of $2 per sglft. Install ice and water barrier where applicable. „e Install Synthetic u,iderlayment. ,'a Install d ''' edgejgutter apron on all eaves & rakes. Color: Wh�e Install UUfatiQn shingles, manufactured by teens Coming Color: Sand Dune me Replace, flashing around all plumbing s ks, i��tney, walls, valleys, and where necessary toproperly channel water. ,B Install hip and ridge shingles. Style: Pro �a9e Color: Sane Dune E Properly seal all necessary areas with sealant. +id Clean up and dispose of all work related deb Replace' LF of gutters and LFqfdownspoutsinW�AL color. Additional Items: .Start Date: Z zEach trade will be completed within 3 business days of start date of the individual trade. Spire Roofing LLC cannot be held responsible for any delay or nonperformance due to unfavorable weather, acts of Cod, delays incurred by property owner such as lack of decision, materialtlabor shortages, or airy other unforeseen delays out of Spine Roofing LLC 's control. For performance of the work described above property owner agrees to pay Spire Roofing LLC Total $ 13,136.65 , zero of which is due upon execution of this agreement. $ 7,000.00 due upon commencement of work/materials arrival. (ACV or 50% unless otherwise stated) Balance $ 6,136.65 due upon completion of all work. All materials are property of Spire Roofing. Homeowner has three calendar days to cancel this agreement in writing. As a condition precedent to the filing of an action or a lawsuit relating to or arising out of the Project, the Owner and Contractor hereby agree to mediate the dispute with each there and any other interested parties. In the event of arbitration or litigation, all reasonable attorney's fee's and other costs shall be payable to Spire Roofing LLC for any breach. All suits arising out of or related to this agreement shall be filed in the courts ofRoutt County, Colorado. Spire Rooting LLC shall hold in trust any payment received from you until Spire Roofing LLC has delivered roofing u,"erials at tbp site or has performed a majority of the rooting work on your property., Property Owner Signature: Spire Roofing LLC Representative: 7000 S. Broadway Suite 1D Centennial, CO 80122 Initial 46 (720) 295-7506 www.SpireRoofing.com 2 City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: February 6, 2017 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement requested for funds for in the amount of $11,500.00 (Eleven thousand five hundred dollars and no cents) being held for landscaping for property located in the Yukon Grove Subdivision generally located at 32"d Avenue and Yukon Court. Please note that the requested amount was provided in separate payments submitted at various times for a total of $11,500 (see attached). The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: SEND TO: Yukon Grove, LLC Yukon Grove, LLC P.O. Box 102563 Denver, CO 80250 Meredith Reckert for Ken Johnstone Director of Community Development www.ci.w heatridge.com s Meredith Reckert From: Jackie Kowal <Jackie@nicholascustomhomes.com> Sent: Thursday, January 5, 2017 2:17 PM To: Meredith Reckert; Tammy Odean Subject: Escrow refunds for Yukon Grove Follow Up Flag: Follow up Flag Status: Flagged Hello Meredith, Could you please process the refund of the escrow for the following addresses. I believe they are all complete. 3320 Yukon (1500) •3350 Yukon (15 00) -3360 Yukon (1500) 3330 Yukon (1500) 3340 Yukon (15 00) 3351 Yukon (1500) 3205 Yukon (1000) 3341 Yukon (1500) Jackie Kowal Accounting Manager Nicholas Custom Homes Inc. Mailing address: PO Box 100068 Denver CO 80250 4201 E Yale Av, Unit B 13 5 Denver CO 80222 303-953-9525 ofc 303-828-8985 cell iackie(anicholascustomhomes.com invoicesnnichol ascustomhomes. com 1 A B C D E F G H I Landscaping Escrow Log AddressI 2 83 3869 Tabor Court Developer Stan Pac Date Received 2 52016 Amount 51000.40 Expiration Date 0601-2016 Amt. Released Released Date Remarks 84 3860 Tabor Court Stan Pac 02'12'2016 SL000.00 06'012016 85 10100 W. 38th Avenue ]4CG MominaStar 02192016 S 27.090.00 09'01'2016 S 27.090.00 08 03'2016 landscaping, arlan lot curb 86 3223 Jellison Biran-Morrison02252016 51.500.00 06'012016 s1.500.00 10132016 front vardlandsc in S7 5750,5760, 5780, 5790 W. 39 Incamation 02'25 2016 511,343.40 0601 '2016 512:833.00 1221-2016 landscaping around units 88 3869 Taft Stan Pac 03'18'2016 1 51:000.00 06'012016 front yard landscaping 89 7340 W. 44th Avenue BC Builders 03'182016 5 125.348.71 09012016 S 125348.75 05 272016 all landscaping 90 3440 Quail Court Quail Hollow- 04 04'2016 51,500.00 0,6012016 front yard landscaping 91 3225Yu1<onCourt Yukon Frove 05032016 51.500.00 06'01'2016 511500.00 09162016 front yard lands raping 92 3371 Yukon Court Yukon Grove. LLC O5 '03 2016 51,500.00 06012016 51:50000 09 16 2016 front yard landscaping 93 3321 Yukon Court Yukon Grove, LLC 04 122016 SI,500.00 06'01 `2016 S1.500.00 06 28°2016 front yard landscaping 94 3311 Yukon Court Yukon Grove, LLC 51,500.00 06 282016 landscaping 95 4110li ham William Powell 05 132016 1 51,000.00 06 30'2016 S 1000.00 0' 012016 front yard landscaping 96 3250 Iris Court Loumar Enterprises 05 27 2016 52,400.00 07 31 2016 front and side yard landscaping 9' 3391 Yukon Court 06'02'2016 51500.00 08 012016 $1.500.00 09 162016 front yard landscaping 98 InCamation InCamation 06092016 523.16;.00 09012016 523.16.00 12 -212016 trail desigan and construciton 99 3205 Iris Court Loumar 05 '312016 52,000.00 08312016 52,000.00 09 09'2016 [landscaping, - comer lot 100 3330 Yukon Corot / Yukon Grove, LLC 09'162016 51.500.00 10312016 101 3340 Yukon Court Yukon Grove, LLC 09'16'2016 51,500.00 10'31'2016 102 3341 Yukon Court Yukon Grove, LLC 09162016 51500.00 10312016 103 3331 Yukon Court Yukon Grove, LLC 06 30 2016 SI.50O.00 OS 012016 51,500.00 09 16 2016 104 3351 Yukon Court ^ Yukon Grove, LLC 10 712016 SI,500.00 04 30 201' 105 3350 Yukon Court- Yukon Grove. LLC 1102 2016 51.500.00 04 30 201' 106 3360 Yukon court ..— Yukon Grove. LLC 1102 2016 91,500.00 0.1'30 7017 107 3840 Tabor Court Stan Pac 11 16 2016 S1:000.00 04%30 2017 108 11305 W. 33rd Quail Hollow 11 '22 2016 550090 04 302017 front vard sod 109 11355 W. 33rd Quail Hollow- 1122'2016 5500.40 04 302017 front yard sod 110 3320 Yukon Court " Yukon Grove, LLC 11'232016 51,500.00 04 30'2017 front yard landscaping 111 3350 Quad Quad Hollow 1230'2016 5500.00 0430201' sod 112' 113 114 115 116 Meredith Reckert From: Jackie Kowal<jackie@nicholascustomhomes.com> Sent: Thursday, January 5, 2017 2:17 PM To: Meredith Reckert; Tammy Odean Subject: Escrow refunds for Yukon Grove Follow Up Flag: Follow up - Flag Status: Flagged Hello Meredith, Could you please process the refund of the escrow for the following addresses. I believe they are all complete. 3320 Yukon (1500) 3350 Yukon (15 00) •3360 Yukon (15 00) 3330 Yukon (1500) 3340 Yukon (1500) 3351 Yukon (1500) 3205 Yukon (1000) 3341 Yukon (1500) Jackie Kowal Accounting Manager Nicholas Custom Homes Inc. Mailing address: PO Box 100068 Denver CO 80250 4201 E Yale Av, Unit B 135 Denver CO 80222 303-953-9525 ofc 303-828-8985 cell i ackiena,nicholascustomhomes. com invoices &nicholascustomhomes.com 1 City of Wheat Ridge Municipal Building 7500 W. 291h Ave. January 23rd, 2017 Owner/Occupant 3320 Yukon Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201600663 (New Single Family Home) 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 pians 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 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, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior Permit Technician 7500 W29th Avenue Ridge, v Office Phone: 303-235-2873 Fax: 303-237-8929 i City of Wheat R,�d,e COMMU ett DEVELOPMENT www,ci,wheatridge.c€ ms 11 11111; 1 111111111111 1 1 1 111 IM am_ 'f�IIIIMA;v alul, I TRIPH V777TV, JUM- PIT C CR W III Me UJITU-1711t hundred dollars and zero cents ($1500.00) being held by the City of Wheat Ridge until landscaping is competed at Ing o T necessary, pnroMvia e Ui'ty of Wh �.a Xtit Ogge sia ITtirst give nto, ice in wnM property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials mid use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of April 30, 2017, has expired. General Contractor: Business Address! Phone /4 Date Title City of Wheat, JUd, Colorado By: Title: Date:— - 1. 4' e City of Escrow/Letter of Cred Transmittal Sheet i An escrow agreement has been executed for the installation of front yard M3M= ■ Escrow exv III IIIII Irv, for completion of site work. Notes: Name Date YUKON GROVE, LLC 11/29/2016 City of Wheat Ridge Date Type Reference Original Amt. Balance Due Discount 11/29/2016 Bill 3320 Escrow landsca 1,500.00 1,500m Check Amount Redstone Bank - Con 3320 YUKON - ESCROW FOR LANDSCAPING 6231 Payment 1,500.00 1,500,00 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: E M ;?— E lee r. ' r I 1 �e_ -K Job Address: 33.76 Y(,I e oni c -,- Permit Number: 2 0 0 D P/ ❑ No one available for inspection: Time 3 3 AM/PM Re -Inspection required: Yeswo When corrections have been made; call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE DosseylSudik STRUCTURAL ENGINEERS September 21, 2016 Yukon Grove, LLC Mr. Bob Nettleton P.O. Box 102563 Denver, CO 80250 RE: Structural Analysis Yukon Grove Subdivision Wheat Ridge, CO Plan A — Including the following addresses 3320, 3330, 3340, 3341, 3351, & 3360 Yukon Ct. Dear Mr. Nettleton; At your request, this office performed a structural analysis for the above listed residence. The purpose of the analysis was to review and provide recommendations for the conditions described below. The pertinent information regarding the analysis is as follows: POST CAP MODIFICATION It has come to the attention of this office that the front porch beam to post connection was modified to be a concealed connection. The two 4x8 beams were mitered over the 6x6 post. Leger Ioks were installed through the post and into each of the beams. Analysis by this office shows that the existing condition is structurally acceptable to support the applied loads. No modifications are required. Please contact our office if we may be of further assistance. Sincerely, Jamie Doerr Project Manager ��p0 LJCF7_'N 0~; a�0 DOSS sF4 37653 R/ONAL �7 Dave Dossey, P.E. Principal 6025 S. Quebec St., Suite 375 Centennial, Colorado 80111 303.996.0208 303.477.5680 i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: aw 5 -- I ) Job Address: 3S2,6 V `j 1-C0f'j Cr Permit Number: 2 of (. o° 6 b 3 d, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been ma all for re -inspection at 303-234-5933 Date: 9-29-14 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: //V S f 'F 2 f Job Address: 33?c Zc1 Kc 1v Permit Number: ZO / 6 06 (0 6 3 If, Su (Clf-,'u� a�,o 0' dJo GF ❑ No one available for inspection: Time /0.i AM/PM Re -Inspection required: Yes (o� When corrections have been made, call for re -inspection at 303-234-5933 Date: q 2P- / l Inspector: leiC b DO NOT REMOVE THIS NOTICE 10- PAWPermil # AM Revfew Aw- Jr> i.aBui46ng Perni&Application Pleas* '1*1000ft all hightl0ted areas on both sides of this ibm. nommtste tam PrOPerty Address, PrOPertY Owner Email - Mailing Address: (ff dfferent than Property address) ArchitecUEngineer E -n-011: Electrical: Ikk-4&A7v'I tr—, Plumbing W.R. City License # e", '57-3 W.R. City License# Olher City Licensed Sub, Other City Licensed Sub: City License # City License # Mechanical: I.I. Cly UcenseI NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE O UPGRADE AR ,Y y fYa.,: 'NEW RESIDENTIAL STRUCTURE COMMERCIAL ROFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL W a. ACCESSORY aW •yR. E (Garage, shed, deck, etc,) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL %.$ SYSTEMIAPPLIANCE REPAIR • AAIR REPLACEMENT PLUMBING SYSTEM/APPLIANCE AW ELECTRICAL or REPLACMENT SYSTEM/APPLIANCE AA 71P' ; y REPAIR A • A • o REPLACEMENT OTHER 1R: Sq. ULFA w 13tu Gallons Amps -2 Squares 1 Other city of SINGLE "MILYIDLIPLEX h6a �10,9e- B UILDING PERMIT A PPUCA TION RE VIE W IAC WORKS Date: 15 1A4112 -- Location: tJ ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I. -V Drainage: a. Drainage Letter & Plan required: Yes No K Site drainage/grading -4j<; refer to plan have been reviewed and are: :70K N044 stipulations. 2, -- _ Public Improvements required & to be completed with project: a. street paving/patching: — Yes No — Completed b. curb & gutter: — Yes No — Completed c. sidewalk: Yes No — Completed d. Other (specify): Yes No — Completed For items not constructed, the amount of funds taken in lieu of construction: $ 1 --V- Does all existing roadway/alley R.O.W. meet the, standards of the City: Yes No If not, what is required? If R.O,W, is required, has the deed been received: Yes No (see Note below) NOTE-. All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Mark 'an rattan�D —a i je� 5, NIA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Mark Van Nattan Dwe 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. i NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRI",D PER ROW CONSTRUCTION PERMIT PRIOR TOTHE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, City of 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 Date - Location of Construction: Purpose of Construction: Single Family Commercial Multi-Farnily (Required of all projects for document processing) $50m Co-inniercla ulti-Famitv Revie", Fees: • Review of existing or minimal technical documents: ..- ... ---- ... .... s2woo • Initial review' of technical civil engineering documents (F ee includes reviews of the I" and 2 nd submittals):........ .... ...... $600.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the i'' and 2 nd submittals):.. $500.00 • Trip Generation Study Review Fee, $200.00 • 0 & M Manual Review & SMA Recording $100.00 1 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: 0 Rest bmittal Fees: 3'd submittal {1,/2 initial review ...... $3KOO $- O'submittal (full initial review fee,): ....... $600A0 All subsequent submittals:.... $600.00 (Full initial review fee) ,TOTAL REVIEW FEES (due at titne of Building Pernnt issuance): PLEASE NOTE THATIN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WYFHIN PIJBLIC RIGHT-OF-WAY. www.ci.wheatridge.coms Rev 12112 W gj'� �' f kLIg-,:� t t 1, 1c- t 1�K; s City of Wheat Ridge Municipal Building 7500 W. 29'b Ave, Wheat Madge, Co 0033.8001 : 303.23U861 F: 3012351857 Dear Contractor: In conjunction with tate 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 fruitage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge 'Public Works s epartme t, and prier to the issuance ofa Certificate ofOccupancy. .prig to any construction commencing, the City Is representative will conduct an onsite inspection to determine the existingcondition(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 elopment e ie Engineer C: Fite Melissa Mackez From: Jim Johansen <j ohansen@build in9cci-com> Sent: Thursday, May 12, 2016 11:07 AM To: Melissa Mackey Subject: Re: 3320 yukon ct LVRIU= On Thu, May 12, 2016 at 10:44 AM, Jim Johansen <j9bansen &buildin �Ycci.cowrote: Melissa, The requirements for 3320 Yukon ct are pretty complete, Missing items are; Structural calculations showing lateral, live dead and point loads analysis, and a detail showing fixture counts, developed length. supply and service line size, sanitary fixtures, line size and backflows, with confon-nance to the IPC. A licensed professional needs to provide a analysis showing computations. No one line is provided as required. Address alternate braced panel per 602, 10.6 Jim Johansen Melissa Mackey pill''Jilli I'm 1'11, 111 WIN I 111 11 1 From: Jim Johansen <johansen@buildin9cci.com> Sent: Thursday, May 12, 241611:07 AM To: Melissa Mackey Subject: Re: 3320 yukon ct Same comments for 3300 Yukon C. On Thu, May 12, 2016 at 10:44 AM, Jim Johansen <ii,ohansen a-,buildinjacei.com,> wrote: Melissa, The requirements for 3320 Yukon ct are pretty complete, Missing items are; and a detail showing fixture counts, developed length. supply and service line size, sanitary fixtures, line size and backflows, with conformance to the IPC. A licensed professional needs to provide a analysis showing computations. No one line is provided as required. Address alternate braced panel per 602,10.6 I Arm "' R o' f e .�l In - Address: ':5 z) Zo 'I- , , , , t , -o"'- Zoning: Lot Size: dt "P sq. Lot Width: Property in the flood plain? If yes, add surveying condition FLD, Type of project (applicable survey conditions in parenthesis): 0 .Accessory 'LC yr site plan none 'SP if in floodplain (FLD) Addition alld site P�an if w/In dd IL setback or in floodplain (FND) if in floodplain (FLD) Cl 2' of setback or in floo�Lpl!!n New ILC and site plan yes (FN if Win 2' of setback (NRS) if in flood lain M n' Maximum Lot Coverage: _40 5670 % 47 + sq. Existing hnprovements: Proposed Improvements: House: sq. ft. Hous e/addition:sq. ft. �sq Shed: sq, ft. Shed: ft Detached garage: sq ft. Detached Garage: sq� ft. Other: — sq. ft. Other: sq. ft, Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage ReqSuired Setbacks: FR 10 S R Provided Setbacks: FR bo S 15 S R For additions or new construction, is the structure within 2 feet of minimurn setbacks? If yes, add surveying condition FND, Maximum Height: ft. Maximum Size: _ sq, Proposed Height: t _—L.21 ft. Proposed Size: sq. ft. Parkland: If the perinit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division, Streetscape: Does the pen -nit result in any of the following conditions? U Construction of new roads U Platting of new lots LJ New development U Additions that increase floor area by60% or more (see fonnula) (proposed floor area - - existing floor area ____ ) / existing floor area ____ = inc. Jf any box is checked.. SF/DUPLEX—Is there existing U Curb U Gutter L15 -foot 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 issuel one. n EMS-I�rgin YV15h-- sAWr- m m Y5eAVe,,r— wit fn 6k,' n -3/q t �3a � �I;o,, c4 -t -has Pe v& (o ped -35,(Oolo Plan A — Lot 19 3320 Yukon tit. Wheat Ridget C Prepared for Yukon Grove, LLC P.O. Box 102563 Denver, CO $0250 Date: May 3, 2016 P Doerr Professional of tnEngineer:Dossey P.E. MATERIAL SPECIFICATIONS: Concrete: te: 3000 psi Piers & Grade Beams Reinforcing Steel: ASTIR A-615 Fy 60 %si Structural Steel: Rolled tions. A992 Fr 50lss Steel Plates: A36 F 36 %si Structural Steel Salts. A325- Wood: Doug—Fir #2 (Timber truss) Fb = 900 psi F, 5 psi E = 1.+6 x 10,5 psi Hem -Fir #2 or Better Ft, = 850 psi F, = 75 psi E = 1.3 x 106 psi Manufactured Wood Products Minimum Specifications) LVL: Fb = 2600 psi F, 285 psi F 1.9 x 106 psi LSL : Fb = 2600 psi F, = 400 psi E 1.7 x 1 tip psi LSL Studs: Fb = 1700 psi F iii psi E = 1.3 x 1 Cid psi PSL,: F 2400 psi F, 290 psi F 2.0 x 106 psi SI ;C METHODS OF DESIGN. - PTE PROGRAMS - COMPUTER Forte 5.0 Simpson Strang Tie Connector Selector 2415-201 EnerCalu, MICROSOFT CEL& MATHCAD SPREADSHEETS: Footing Interior Square PadAs Footing Std.xls Wood Column 1.xl Foundation W ll.m d REFERENCES: Built-up Column Capacity Table Trus -Joist TJ foist Specifications 2015 Trus -Joist 1.9E Microllam LVL Headers and Beams Specifications 2015 n Ned TiOw Plan A t 1 DosseylSudik Client Company : Yukon Grove LLC Address PhoneAFax #: t Contact Nettleton Alternate Conted Client r�.r x aa,. .a��. 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Cd i ! d d`i 4 di 0.00 0,00 UMOX&Oft I t467 0.427 0,90 1100 1,0D LOO 110 1,00 €i. IAO393.16 • .i. ! ,t ted i d dv: d.i i 0i #.i: # d, 1,00 # i,i. i i:i # 1 D OM # did. 0. no-solt 1 eqn 0.697 1.15 tJOD IM 11,00 00 1,00 IAO 3,79 1,06172 10TUS IN 154-71 172,50 ! i i.' ,.. IAOO 1,00 too 1,100 dd 1100 0.00 0,00 i ii i dd Lonre i:" 0,711 i. ...1,100 .d it i`i di dt id int is 1496.00 •i i0 ! i -d..:. 1,00 IAD too 1.00 1.00 00 0,00 00 000 "th 2 SO " 1 0,677 0,616 dd i:d 110 it IM 1,00 2.60 728M 101526i, t 4"40.50W .:16100 Im 1,00 1.00 1,00 too 0,00 & i d i 0.00 coo Date: t t a y: .. DS Lo—ads Page.• I Dossey Sudik Roof: Floor-. Deck: Wind- 1 o w,Frost tea. pAICA w t Ai: t -J V- l*- A t '" PROJECT NAME: Yukon Grove a Plan (Lot 19). ENGINEER: Jamie Doerr DATE: 513=12016 t REPORTPER S01IS i F* Page `` t t �t`�Q1� Atte "v�`��attt t°�`ttb � t4 �� V�t"tl4.t��tS;�S � ♦ #. i F* Page PROJECT NAME: Yukon Grave - Plan Lot 1 ) 148 ENEli : Jamie ' rc ATE: 11E31 STRUCTURAL ENGINEERS I., ------ - - - - - � I �� att t l a4it tl PEP. r. k6dkt 7,117,0511.71"', iM,nwnt..:u�`, '.i KEY PLAX R �ft� �` ltt'v, i t lYtts 1 1iM1>k z' t l+ \ i t ut'tt �...� a�zeii£�"tl °�a 11tRltfl�"lifit r t�i 1 italil fi t} it lirl t�t t t m t A l C� llttn 11 1 � �1t44 t� , i it u � tui `��li�.tl�tt it ; i 1 tt�1G�Ut�et���lri�t�k�l a `��y�y,,tt�a''"�11 a~1��ccC td�t ~l�t ttl >t tt t `�. tt,,�u� t�� �f �t4 S�t C i"t'��� ���ul� �ti� k" 1 t tlt'••{tt���i t q hJ�im t�'�11t� �1����1titt�i`o�l tn:�:��� ��utv iitt t��'eP A ,t$v.ix.<<<�a tti t.lisill\tr��.�v�'ii�$ix+tf.lfi�l.tsv lift ttit�4t\t � 1i ��� lk}u`��M 1Y� �� }itd xr� itz( v:kt itL'kigt,M1hs1�«�ili �.�li��1.i:��l��{•�i�'��*G iliv,: ��i.fi�wti .i.���. •.: Page PROJECT N Yukon Grove- Plan A (Lot 1) f)s ENGINEER: Jamie Doeff ATE: 51312016 DosseyjSudik STRUCTURAL ENGINEERS Footing Size om `"� � ,A � k v M M f.OW LEIRE IG PRESSURE PER SOILS REPORT iM 1 1 iw+ "J ►i Mkt i GI ! ; f t TOTAL D TOTAL DEAD 1 161.11 P1f 1451.11 P1f 971.11 P1f i iM 1 1 iw+ "J ►i Mkt i GI ! ; f t TOTAL D TOTAL DEAD 1 161.11 P1f 1451.11 P1f 971.11 P1f Report SEG 0416-002 / April 2016 Yukon Plan A FH - Lot I +� .+, • Mmmmo baa"..+ „spem ""'w.diaroa Report SEG 0416-002 — Page 2 mao ,v """S_ N39130M `rhe following pages summarize the heat gain and heat loss of the building using the ACOA Manual J8 calculation procedure, The calculations are based on the information given to Savoy Engineering Group in the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing 14VAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon info anon provided by the party submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not independently verify that the data provided to Savoy Engineering Group is correct or complete, and any calculations made by Savoy Engineering Group are based upon the information provided by third parties. Savoy Engineering Group makes no claim that the info anon given to us is correct or complete. Savoy Engineering Group utilizes WrightSoft Residential 17.0 which is an RCCA Certified and ASFIRAE recommended computer program to determine the heating and cooling loads presented in this report, and is therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Savoy Engineering Group works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. If the HVAC duct layout installed on-site DOES OT match the Manual D duct design prepared by Savoy Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any altered duct design. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling, Uniform Building Code requirements, Uniforrn Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). Savoy Engineering Group therefore assumes no liability for final equipment selection or final system design. Various modifications to the information provided to Savoy Engineering Group may have occurred after this Design Support information was prepared, which would require that this Design Support information be modified in order to be accurate. After reviewing Savoy Engineering Group's report, and prior to any system purchase or installation, please inform Savoy Engineering Group in writing of any changes which may alter the assumptions and calculations contained in this report. Report SEG 0416-002 — Page 3 -0- Average climate in Wheat Ridge, Colorado Based on data reported by over 4, 000 weather stations Report SEG 0416-002 - Page $ :/ � ttdata. ,rn t wheat l d e Cr lnrado.htmi SUMMARY ACCA Certified Manual J Load Calculation Data Sum Entire House _per 34,481 N/A NIA N/A Coolin 14,498 14,498 9 1.3 95 °F 75 OF, 50% RFS The ACCA Certified Load Analysis includes: • SHR of 0.90 • The Load Analysis includes 5 people (# of Bedrooms + 1) and a 1,200 Btuh appliance load • The Load Analysis includes a duet los: o CONDITIONED ,PACE dint location Report SEG 0416-002 - Page 5 A© cooling equipment should be sized at 95-115% of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements. Heat pump cooling equipment should be sized 2100-115% (cooling dominant climate) or 100-125% (heating dominant climate) of Design Total ».»; 2.» or the next nominal size that is available to satisfy the latent and sensible requirements unless a larger size is dictated by the heating equipment selection. Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss, or next nominal size unless a larger size is dictated by the cooling equipment selection. Job: SEG 0416-002 A Assessment Date: Apr08,2016 By; Trary Savoy Entire House p Savoy Engineering Group Phom (801) 949-5337 Webk),ad-calculations'com N jFjjMj1ZK*j,%A�w Location: Denver Stapleton Intl AR CO, US Elevation: 5285 ft Latitude: 40ON Outdoor:Heating Cooling Dry bulb (OF) -7 95 27 ( H Daily range (T) - 59 Wet bulb (*F) - Wind speed (mph) 15,0 7,5 I Heating Cooling Indoor: Indoor temperature (OF) 72 75 Design TD (*F) 79 20 Relative humidity M 50 50 Moisture difference (gr/lb) 67,6 infiltration: Hew, of Day XWO / A -P Maximum hourly glazing load exceeds average by 35.61/6. Nllmwxr I+ "I'll t sure diversity (AED), based on AED limit of 30%. 02� 201& -Apr -08 08: %30 wrightSOft- Right -Suit -0 Universal 2017 17A01 RSU13868 Page I Yukon A FH Lot 191Yukon Plan A FH , Lot 19,ruP Cale = W8 House Front facm VV Component Constructions Date Ap 8, 20162 p ctat�, Air, �� t1Entire House By: Tracy Savoy a i a fi I Savoy Engineering Group Phone� (801) 949-5337 Web: mmload-calculations.com Pro ect Information For- Yukon Grove PlanFarmhouse Lot 19, r Yukon Ct, Wheat.. • 3t4sinn Coad ti Location: 0.045 Indoor.. Heating Cooling Denver Stapleton lnt'l AP, CO, US 0 Indoor temperature (°F) 72 7 Elevation: 5285 ft 294 Design TD (°F) 79 20 Latitude: 40°N 110 Relative humidity (%) 50 50 Outdoor: Heating tooling Moisture difference (gr/lb) 67.6 -45.4 Dry bulb (°F) -7 95 Infiltration: 216 0,045 Daily range (°F) - 27 (Fl) Method Simplified 0 Wet bulb (°F) _ 59 Construction quality Tight 294 Wind speed (mph) 15.0 7.5 Fireplaces 0 13,0 Construction descriptions or Area u -value maul R Htg HTM Loss C19 HTM Gain 1017 0,045 13.0 3.73 3798 1-Talls soil,15BI 3-0wc-M Bg wall, heavy dry or light damp «.. concrete wall. r-1 3 cav ins, 8" Ink, 1/2" gypsum board I Yukon Plan AG Vinly Wail: Frm wall, vni ext. 1/2" wood shth, r-8 batt ins, n r-14 spray foam ins, 112" gypsum board int msh, 2"x6" wood frm, 16" e o,c. stud s w all Yukon Plan Window Well: Concrete wall, 2"x4" wood int fret, 8" ink, r- 13 n cav ins, 112" gypsum board int fnsh s all Partitions 12E-Osw:♦ • * "sum board wood Windows 45-2av: 2 glazing, cir low -e outr, air gas, vni frrn mat, Or inns, 112" gap, n 114" ink; NF RC rated (SHGC= 0.27) n e S s IN w all 4A5-2ovd; 2 glazing, cir low -e outr, air gas, insulated vinyl frm mat, cir n nnr, 112°" gap, 114" thk; NFRC rated (SHGC=0,27) wrighftOft 216 0.045 13.0 3.56 768 0 0 62 0.059 13.0 4.75 294 0.04 2 200 0.045 110 3.56 712 0 0 29 0.059 13.0 4.75 140 0.04 1 216 0,045 13.0 3.56 768 0 0 62 0.059 13.0 4.75 294 0.04 2 231 0.045 13,0 3.56 821 0 0 1017 0,045 13.0 3.73 3798 0.01 5 419 0.045 22.0 3.56 9488 0.75 313 85 0.045 22.0 3.56 301 0.75 6 262 0.045 22.0 3.56 930 0.75 195 192 0.045 22,0 3.55 684 0.75 144 957 0.045 22.0 3.56 3402 0,75 715 61 0,077 13.0 6,08 374 0.92 56 91 0.077 13.0 6.08 556 0.92 84 31 0.077 13,0 8,08 187 0.92 28 184 0.077 13.0 6.08 1117 0.92 168 364 0,068 19.0 5.37 1955 0.70 255 43 0.340 0 26,9 1142 12:0 511 50 0.340 0 26.9 9343 12,0 601 20 0.340 0 26.9 537 32.3 646 66 0.340 0 26,9 1773 17.8 1176 20 0.340 0 26.9 537 17.8 356 40 0.340 0 26.9 1074 32.3 1291 5 0.340 0 26.9 672 32.3 807 264 0.340 0 26.9 7078 20.5 5389 49 0.340 0 26,9 1305 12.0 584 4A5-2ov: 2 glazing, cir low -e outf, air gas, vrg frm mat, & innr, 112" gap, w 30 0.340 0 26.9 806 24.0 720 1/4" thk; NFRC rated (SHGC=0,27): 5,5 ft overhang (6 ft window ht, 2 ft sep) Doors 11030: Door, wit sc type w 24 0.390 0 30.8 749 10.8 263 Cei I i n9s 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 veil ins, 1/2" 1293 0.020 50'0 1.58 2043 1,03 1327 gypsum board int fnsh Floors 19A-30bstp: Part floor, r-30 ins, frm fir, 8" thkns, 1/2" gypsum board int 54 0.034 30,0 2.25 121 0,57 31 fnsh 21A -20t: Bg floor, heavy dry or light damp soil, 3' depth 190 0.027 0 2,13 405 0 0 21A -32t: Bg floor, heavy dry or light damp soil, 10' depth 1071 OMO 0 1.58 1692 0 0 2016 -Apr -08 0819M wrightsoft, Right -Suite*) Universal 2017 17.0.01 RSU13868 Page 2 'I'M ... Yukon A FH Lot 19%Yukon Man A FH - Lot 19.rup Cats - MJ8 House Front faces: W Load Short Form Entire House s "A V tixf'; MV, f v"Aw 1m vP Savoy Enw Gro Job: SEG 0416-002 Date- Apr 08, 2016 By: Tracy Savoy Phow (801) 949-5337 WW ~,load-calculations.com P L.0ject Information ------ For: Yukon Grove Plan A - Farmhouse Lot 19, 3320 Yukon Ct, Wheat Ridge, CO Design -information Htg C19 Infiltration Outside db (*F) -7 95 Method Simplified Inside db ('F) 72 75 Construction quality Tight Design TD (*F) 7•9 20 Fireplaces 0 Daily range - H Inside humidity 50 50 Moisture difference (gr/lb) 68 -45 1�W Make Trane Trade XB90 Model TUC1 B060A9361 A* AHRI ref 2008193 Make Trane Trade TR ANE Cond 4TTR3024GI Coil 4TXC8031BC3 AHRI ref 5593965 Efficiency 92.1 AFUE Efficiency 11.5 EER, 133 SEER Heating input 60000 Btuh Sensible cooling 20700 Btuh Heating output 56000 Btuh Latent cooling 2300 Btuh Temperature rise 63 OF Total cooling 23000 Btuh Actual air flow 986 cfm Actual air flow 900 cfm Air flow factor 0,037 cfm/Btuh Air flow factor 0.072 cfmlBtuh Static pressure 0,50 in H20 Static pressure 0,50 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 149 3212 1231 120 89 KWIC 41 0 0 0 0 Master Bedroom 186 2385 863 89 62 Bedroom 2 110 1408 528 53 38 CL 2 14 0 0 0 0 CL 3 13 0 0 0 0 Bed 31 Study 110 1868 1613 70 117 DR/GR/KIT 516 6606 5328 247 385 Stairs 37 0 0 0 0 PNT 9 0 0 0 0 LND 8 0 0 0 0 Bath 44 934 599 35 43 Linen 8 0 0 0 0 Crawispace 190 1140 6 43 0 Mechanicals 416 3461 512 129 37 Bedroom 4 191 2880 1423 108 103 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. 2016 -Apr -08 08.19:30 wrightsoft' Right -Suite; Universal 2017 17,0,01 RSU13868 Page I AM ... Yukon AFH Lot 19kYukon PlanAFH -Lot 19,rup Calc -MJ8 House Front faces: W CL 4 25 Bath 2 5 Laundry 4 Stairs 2 44 RC Room 296 G. Stair 18 Entire House d 2522 Other equip loads 0 Equip. @ 1.00 RSM 346 Latent cooling 25 TOTALS ° 2522 0 0 0 0 414 0 15 0 0 0 0 0 0 0 0 0 2079 346 78 25 0 0 0 0 26386 12449 986 900 8095 2049 14498 0 34481 14498 986 900 Calculations approved by ANCA to meet all requirements of Manual J 8th Ed. 2096 -Apr -08 08:19:30 wrightsoft, Right-SurteO Universal 2017 17.0,01 RSU13868 Page 2 Yukon AFH Cot MYukon PlanA FH - Lot 19,rup Cala = W8 House Front faces: W R •Worksheet House Savoy Engineering a • Phone. (801) 949-5337 Web„ toad-calculations.com By; Tracy Savoy 2016 -Apr -08 0819M AftkRight-SuiteS Universal 2017 17A01 RSU13868 Page I ... Yukon A FH Lot 19\Yukon Plan A FH - Lot 19,rup Calc - W8 House Front faces: W Right -JO : { Worksheet Entire Housei Savoy Engineering Group Phone: (801) 949-5337 Web: load-calculations.com ., 0416-002 Date: Apr 08, 2016 2016 -Apr -08 0819 ".Yukon AFH Lot 19XYukon Plan A FH -Lot 19,rup Calc=W8 House Front faces� W i R gh"O • E ti n re • Savoy Engineering Group Phone: (801) 949-5337 Web: vvmaload-calculations.corn Job: SEG 0416-002 Date: Apr 08, 2016 By: Tracy Savoy ....... ... 2016 -Apr -08 08:19 Aft,Right-Suiteg Universal 2017 17401 RSU13868 P ,., Yukon A FH Lot 19\Yukon Plan A FH - Lot 19,rup Calc - MJ8 House Front facm W i Right-JO Entire House Savoy EngineeringGroup Job. SEG 0416-002 Date: s 08, 2016 By: Tracy Savoy Calculations aperoved by ACCA to meet all requirements of M., anual J 8th Ed. 2oi6-Apr-08 08:19:30 40- wright-soft' Riqht�Surte& Universal 2017 17,0,01 RSU13868 Page 4 Right -JO +► Entire • Savoy Engineering Group Phone: f801) 949-5337 Web: ~load-catcuWfions COM Job: SEG 0416-002 at Apr 08, 2016 Sy: Tracy Savoy ENW45M 201 G-Apr08 08: 19 A&K-44- wrightsoft, R�ght-SuihA) Universal 201717,0.01 RSU13%8 Fag] ... Yukon AFH Lot I%Yukon Plan A FH - Lot 19.rup Cale = MJ8 House Front faces� W Job. SEG 006-002 Right -A) Worksheet Date: ,a it O6, 2016 E,f"11'ire House By. Tracy Savoy Savoy Engineering Group calculationns a rovedI it ACOA to meet all re ulrerroents of Manual J 8th Ed. 2016 -Apr -08 48.19:54 r ht Page 6 Right-Suit�iv Unirsat 2417 17.4,di1 RSU1 8 ."Yukon AFH Lest 19\Yukon Plan A FH -Lot 19.rup Calc - J8 House Front faces:. W X*, Right -JO Worksheet ja4k, Entire House SMAAI� 4. tz�� Savoy Engineering Group - 1-1 n— —1 1a — . -- —11111.fi— I— By: Tracy Savoy 2016 -Apr -08 WO&W A4- VVriOhtSOft' Right -Suite,* Universai 2017 17,0,01 RSU13868 P ".YukonAFH Lot 19\Yukon PtanC CTG- Lot20,ruP Cajc-W8 House Front faces: W Jab, SEG 0416-002 �kRight-JO Worksheet Date: Apr O8, 2016 Entire House By. Tmcy Savoy Savoy Engineering Group Calculations a roved RCCA to meet all re iuirements of Manual J 8th Ed, 2016-Apr-0808iM30 righ ' Right-5uiseVb UnWernat 2047 ITO0 01 RSU13868 Page s Aftk .. Yukon A FH Lot 19\Yukon Plan A FH - Lot 19,aul) Calc = MA Nouse Front faces W Job: SEG 0418-002 Right -JO Worksheet Date: Apr 08, 2015 tea:, Entire House By. Tracy Savoy Savoy Engineering Group Calculations ageroved by ACCA to meet all requirements of Manual J 8th Ed, 2016 -Apr -OB 0819:30 •: •Riqht�Suite@e Right -JO Worksheet Entire House Savoy . Group pw,.—acne% Q-rAA7 Won , Inari_cairtllaOng.COM By. Tracy Savoy WrightSOft` Right -Suite* Universal Yukon AFH Lot 19\Yukon PlanA FH - Lot 19.rup Calc I MJ8 House Front facw W I Right -JO Worksheet Entire House Savoy Engineering Group By: Tracy Savoy 0 0 A - - ENE M. i1rimm Mom -MOR 2016 -Apr -08 O&W -44- wrightSOft"' Right-SurteO Universal 2017 17A01 RSU13868 Pagel ... Yukon AFH Lot 19\Yukon Plan A PH - Lot 19-rup Cato = NUO House Front faces� W Right -JO Worksheet Entire House Savoy Engineering Group Phone: (801) 949-6337 Web: wmvioad-cNeutations.com By: Tracy Savoy m irirmm 2016 -Apr -08 0819:30 V"'10htSOft' Right -Suite* Universal 2017 17,001 RSU13868 Page 12 ... Yukon AFH Lot 19\Yukon Plan A FH -Lot 19,rup Calc -W8 House Front faces: W Job: SEG 0416-002 Project Summary Data: Apr 08, 2016 By: Tracy Savoy V* - Entire House m3<tit twigf c at§riSavoy Engineering Group Phonal (801) 949-5337 Web: vMwload-catcutationsx0m For: Yukon Grove Plan A - Farmhouse ge, CO Lot 19, 3320 Yukon Ct, Wheat Rid Notes: Joy Valentine Coot Sunshine Heating &Air Conditioning, Inc Weather: Denver Stapleton Int'lAP, CO, US Winter Design Conditions Heatin outside db -7 72 OF IF inside db 79 OF Design TD Air changes/hour 27 Heating Summary Equiv. AVF (cfm) Structure 26386 0 Btuh Btuh Ducts Central vent (113 cfm) 8095 Btu B Humidification 0 0 Btuh Btuh Piping Equipment load 34481 Btuh ME= Method Simplified ght Construction quality Ti0 Fireplaces Make Trane Trade XB90 Model TUCIB06OA9361A* outside db Heatin Cooling Area 1ft2 2521 14598 2522 14598 Volume 011 0.06 Air changes/hour 27 15 Equiv. AVF (cfm) 14498 Btuh Make Trane Trade XB90 Model TUCIB06OA9361A* outside db 95 OF75 OF Inside db 20 OF Design TD H Daily range Relative humidity 50 -45 % gr1lb Moisture difference 14498 Btuh wnAL, 1,j - �-- •,nent Load Sizing Structure 12449 0 Btuh Btuh Ducts Central vent (113 cfm) 2049 0 Btuh Btuh Blower Use manufacturer's data y 1,00 Rate/swing multiplier Equipment sensible load 14498 Btuh Latent Cooling Equipment Load Sizing 629 Btuh Structure 0 Btuh Ducts Central vent (113 cfm) -2876 0 Btuh Btuh Equipment latent load Equipment total load Req, total capacity at 0.90 SHR 14498 13 Btuh ton Cooling Equipment Summary Make Trane Calculations approved Trade TRANE Cond 4TTR3024GI 201 6-AP08 08: 191 Coil 4TXCB03IBC3 Pag Y.kon A FH Lot 19\yukon Plan A FH - Lot 19SUP Calc . W8 House Front faces: W by A"'t'A t17770"W'm Calculations approved 201 6-AP08 08: 191 wrightSOft- Right-SufteS Universal 2017 17A01 RSU13868 Pag Y.kon A FH Lot 19\yukon Plan A FH - Lot 19SUP Calc . W8 House Front faces: W Job, SEG 0416-002 Manual S Compliance Report Date: Apr 08, 2016 V. Entire House By: Tracy Savoy I vji, mi'v'T"Won f Savoy Engineering Group =I Outdoor design DB: 95V7 Sensible gain: 14498 Btuh Outdoor design WB: 59VF Latent gain: 0 14498 Btuh Btuh Indoor design DB,, 75VF Total gain: Estimated airflow: 900 cfm Indoor RH: 50% Btuh Latent capacity' "& . - 1 31,20 attActual Desiq-n Con 1115M .1p 0 , 11agagg "- am Equipment type: Split AC Manufacturer: Trane Actual airflow* 900 cfm Sensible capacity: 16352 Btuh Latent capacity' 1308 Stuh Total capacity: 17660 Btuh lesign Conditions 113% of loaawd 0% of load Outdoor design DB: -7VF Heat loss: 34481 Btuh Indoor design DB: 72.0°F ManufactUrees Performance Data atActual Design Conditions The above equipment was selected in accordance with ACCA Manual S, Temp. rise, 50 *F wrights0ft' Right-SuiteO Universal 2017 17,0,01 RSU13868 Page 1 Yukon A FH Lot 19kYukon Plan A FH - Lot 19.ruP Calc . W8 House Front faces: W Duct System Summary Job: SEG 0416-002 Date: Apr 08, 2016 Entire House By:Tracy Savoy Savoy Engineeriing Group Phow (801) 949-5337 Web: wwwtoad-calcu�ations.com ct I n fo r mation PTie- Fori Yukon Grove Plan A - Farmhouse Lot 19, 3320 Yukon Ct, Wheat Ridge, CO 2016 -Apr -08 0819A4 WrightSOft' Right-Sufte(al UnNersal 2017 17.0.09 RSU13868 Page I Yukon A FH Lot 19\Yukon Plan A FH - Lot 19,rup Catc - WS House Front faces; W Heating Cooling External static pressure O50 in H20 O50 in H20 Pressure losses 0.25 in H20 015 in H20 Available static pressure 0.25 in H20 025 in H20 Supply / return available pressure 1 7 / 0.103 in H20 0,147 0,103 in H20 Lowest friction rate 0.084 in/I 00ft 0,084 in/I 00ft Actual air flow 986 cfm 900 cfm Total effective length (TEL) 296 ft Supply Branch MEN ra6l; Design 1 HxW 17 Actual Ftg.Eqv Name (Btuh) r Bath C 599 35 43 OA16 5,0 Ox 0 22,5 105.0 st5 Beth 2 h 414 15 0 0,094 4,0 Oxo 31 ' 5 125,0 st6 Bed 3 Study C 1613 -74 117 1094 7,0 OX0 31.5 125O st5 Bedroom 2 h 1408 53 38 0,124 5,0 Ox 0 3&5 80,0 st7 Bedroom 4 h 2880 109 103 0.094 7O OX0 31,5 125,0 st5 CraWspace h 1140 43 0 0.094 5.0 OX0 O stl DR/GR/KIT c 13321 62 96 O084 6,0 OX0 145 1600 st2 DR/GR/KIT-A C 1332 62 96 OA16 6.0 OxO i 125 115,0 stl DR/GR/KfT-8 C 1332 1 62 96 O094 6.01, Ox 0 O 135,0 st5 DR/GRIKIT-C 1332 62 96 0.091 6,0 t 22.5 140O st5 Master Bath h 3212 12* 89 0,084 7.0 OxO 39 O stl Master Bedroom h 2385 8 62 0 10 0 i 6O I OX0 O 125.0 stl nira s ![h 3461 I -ZS 37 0,0190 70 OX0 14 O 150,0 st2 REC Room h 2079 78i 25 0 ' 0941 6O 1 0 sti Supply Trunk Detail Table I k Trunk Veloc Duct Type Oprn) Material st5 Peak AVF F 336 455 0,091 683 10,5 ShtMetl st2 11 st2 �PeakAVF r 595 6 2 7 0.084 705 12.0 ShtMett st6 Peak A%/F 68 38 0,094 347 6O ShtMetl st2 t7 s st Peak AVF 53 38 0,124 386 5, 0 ShtMetl st6 stl 1 Peak AVF 391 273 0,084 704 10.0 « 1ShtMetl 2016 -Apr -08 0819A4 WrightSOft' Right-Sufte(al UnNersal 2017 17.0.09 RSU13868 Page I Yukon A FH Lot 19\Yukon Plan A FH - Lot 19,rup Catc - WS House Front faces; W 2018-APr-08 08:19:44 •"# Right -Suites universal 2017 17.0.01 RSU13868 Page 2 Yukon AFH Lot MYukon Plan A FH -Lot 19,rup Calc = W8 Nouse Front faces: W Veloc •.- • p 4041 Return Trunk Detail 'Table Material Type . ShtMetl r ShtMtl Y ! i i 2018-APr-08 08:19:44 •"# Right -Suites universal 2017 17.0.01 RSU13868 Page 2 Yukon AFH Lot MYukon Plan A FH -Lot 19,rup Calc = W8 Nouse Front faces: W N Crawlspace EM gloom= 4x8 15 CII Bath, 2 .. 4. Job #: SEG 0416-002 Performed by Tracy Savoy for: Yukon Grove Plan A - Farmhouse Lot 19,3320 Yukon Ct Wheat Ridge, CO Laundry Trane Condenser: 4TTR3024G1 Goit 4TXC B031 BC3 Furnace: TUCIB06OA9361A*j Bpdro= 4 Stwrs 2 M. IOX8 16X8 Mechantcas 7 "112 x 8 6" 6 CC 4, Phone: (801) 949-5337 www,load-calculations,com 0� Scale: 1: 81 Page I Right-Sufteg Universal 2017 IT0.01 RSU13868 2016 -Apr -08 0&20�50 19\Yukon Plan A F H - Lot 19, rup it Job #: SEG 0416-002 -aty-Of say'+rf I i±I Yukon Grove Plan A - Farmhouse Lot 19, 3320 Yukon Ct Wheat Ridge, CO R;�111 IIIIIIIIIIIIIII I I TI#Iw4U-711:fMMM3= VANXIff I W •:r. A • H Scale: I 81 Page 2 Right-SufteV Universal 2017 17.0,01 RSU13868 2016 -Apr -08 08:20:50 19\Yukon Plan A FH - Lot 19.rI https:/,/®vww.comfortsite,com/EBizJApplicatioii/productinfo/Perfoniiane.,. 4/23/2015 High Speeljgjj��� Capacities are net in Stuh/1000 - indoor fan heat deducted Outdoor Model 4TTR3024GI Indoor Model 4TXCB031BC3 ARIREF 5593965 Airflow 800 Total Net Capacity 23000 Btuh Airflow 800 CFM Compressor Power 1580 watts Indoor Fan Power 292 watts Outdoor Fan Power 128 watts SEER 13,25 Airflow 700 900 Total Capacity 8.98 1.02 Sensible Capacity 0,93 1,07 Compressor Kw 0,99 1L;01 Rated with 25 Feet 5/8 suction 3/8 liquid lines O.D.D.B. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM 72 75 1 78 KW 85 59 22,50 17,50 19.060 2130 [L22.10] 1,87 85 63 23.50 14.30 16�40 18,50 19�90 1.88 85 67 25.20 11.40 13,50 15.60 17,00 1,90 95 59 20.50 16.60 [n 20,50 M 1.96 95 63 21.50 13,50 17.70 1.98 95 67 23.00 10.50 12.60 1430 16.10 2.00 105 63 19.50 12.70 14,80 16,90 1830 2.08 105 67 20.80 930 11,80 13.90 15,30 2,10 105 71 22,60 6.90 9.00 11.10 12.40 2.12 115 63 17.50 11.90 14.00 16.10 17.50 2.18 115 67 1830 9.00 11,10 1120 1450 2,20 115 71 2030 6.10 8.20 1030 11.70 2,22 *** 95 59 20.50 IDDB= 75.00 18,70 1.96 * * * Performance at selected design conditions * Dry coil condition (Total Capacity = Sensible Capacity) Total capacity, compressor Kw and app» dew point valid only for wetcoll All temperatures in Degree F I of 1 4/23/2015 8:33 AM TM TRAAWB060-SUB-1 TAG- SUBMITTAL Upflow Horizontal Condensing as Furnace 518 IE"11e Stage 16-1/4"28-1/2" 19-9116" , 2" DIAMETER ► OUTSIDE AIR 1124-1/2" — " DIAMETER 5f8" FLUE CONNECT 718" DIA. MOLES Ar" ELECTRICAL 7-112", CONNECTION A' 1-'112" DIA. MOLE GAS CONNECTION rte, 1/2" SUPPLY CAL ELECTRICAL „. (ALTERNATE) 3/4 7/8” DIA. K.O 28-114,5 " - ELECTRICAL SUPPLY 40 (ALTERNATE) S? '" a 30-5/8" %t + 1-516", 1«1t2" DIA, Yk K.O. GAS 0r1/4" , 4 � � AONNECTIO i 3/4°' ^� `rs<° ° 22-1l2a CV . 'c5' `. `, ra.— 1-1/8"DIAXO, CONDENSATE c» DRAIN - Alternate 4-1/32" 1-768" X 768" SLOT K.O. CONDENSATE DRAB (FOR HORIZONTAL) P yy/ 41 FURNACE AIRFLOW (CFM) VS. EXTERNAL STATIC PRESSURE (INS" W.9.) MODEL SPEED TAP 0.10 0.20 0.30 0.40E W--- -- - 0.50 10.60 0.70 0.80 0.90 TUCIB060A9361A - - 1394 1359 1314 1260 1122 1038 945 643 3 - MED. -HIGH - Blue 12507 1232 1202 1160 1106 1040 962 873 771 2 - MED. -LOW 4 Yellow 1102 1092 1069 1034 986 j 925 852 766 668 957 944 922 891 806 750 686 614 CFM V5. TEMPERATURE RISE Cubic Feet Per Minute (CFM) MODEM 30{7EN 1200 13100 1400 TUC1S060A3361A 6 42 9 36 2(706 American Standard Inc. 10/06 TYPE Ulpflow J Horizontal RATINGS 60,000 Input BTUH Capacity BTUH (ICS) (D 56,000 AFUF 92.0 Tem . rise Min. Max. -P 30-60 1710 CT BLOWER DRIVE x 10 x 7 Diameter -Width (in.) No. Used 1 4 Speeds (No,) See Fan Performance S CFM vs. in. w,g. 1 Motor HP 1 7 R,P.M. 115/!1/1160 Volts/Ph/Hz COMBUSTION FAN • Type Centrifugal Drive - No. Speeds Direct1 Motor HP - RPM 1/55-3000 Volts/Ph/Hz 115/1!60 F.L., Amos 1.0 No FILTER — Furnished? Nigh Velocity Type Recommended I - 17x25 - tin. Hi Vol. (No.-Size-Thk.) 150/140 4 Central Furnace heating designs are certified by the American teas Association Inc. Laboratories. 4 Ratings shown are for elevations up to 2QQo tee t. For elevations above 2000 feet, Ratings should be reduced at the rate of 4°� for each t t104� #eel above sea level. (D (used on US, Government Standard Tests. (D The above wiring specifications are in accordance with National Electrical Cade; however, installations must comply with local codes. LING — Heavy gauge steel and NATURAL + MODELS BURNERS as i. , i • . •construction certifieding furnace designs are byith baked -on enamel iation for both natu- All models can be converted to L.P. gas used in the cabinet vy American Gas Assoc without changing burners. finish for strength and beauty. The heat rat and L,P. as. Limit setting and rating sect' f the cabinet is com- data were established and approved un - standard conditions using Ameri- can standards. IntegratedSAFE OPERATION — The System Control • state devices, continuouslywhich ♦ presence of flame, when the system is in the heating rw- of operation,a opening, combinationsolenoid lator provide extra safety and iW Q: Durable, ex- changeri stainless steel secondary exchangerheat provideof the heat to to the structure. Low energy power blower, increase efficiency and provide positive discharge of gas fumeso the Sincel'rane Itasapd'cyoiooritinuouspoduGlandproduct dadairoproverrnent, it reserves the dcgatrochangespeatHca- tions and design without notice. Trane A business of American Standard Companies www.trane,COM • + • i • i atu-sr s -s" r "*, for s• r •peration. Also contains connection points A.C./humidifier. drive Monet it,range for cooling and quirements, will switch from heating � cooling spe4 •.,•i thermostat.:: *, «. i f 1 "" pletely I I i I ned fiberglass lation. This results in quiet and efficient operation • the excellent acoustical s insulating qualities of • w Alum, Steel Type -Fired 0 ORIFICES— t ii Multiw Number . q k Ampacity Amps) • DIMENSIONS Uncrated a0 WEIGHT Shipping ♦(Lbs) 150/140 Central Furnace heating designs are certified by the American teas Association Inc. Laboratories. 4 Ratings shown are for elevations up to 2QQo tee t. For elevations above 2000 feet, Ratings should be reduced at the rate of 4°� for each t t104� #eel above sea level. (D (used on US, Government Standard Tests. (D The above wiring specifications are in accordance with National Electrical Cade; however, installations must comply with local codes. LING — Heavy gauge steel and NATURAL + MODELS BURNERS as i. , i • . •construction certifieding furnace designs are byith baked -on enamel iation for both natu- All models can be converted to L.P. gas used in the cabinet vy American Gas Assoc without changing burners. finish for strength and beauty. The heat rat and L,P. as. Limit setting and rating sect' f the cabinet is com- data were established and approved un - standard conditions using Ameri- can standards. IntegratedSAFE OPERATION — The System Control • state devices, continuouslywhich ♦ presence of flame, when the system is in the heating rw- of operation,a opening, combinationsolenoid lator provide extra safety and iW Q: Durable, ex- changeri stainless steel secondary exchangerheat provideof the heat to to the structure. Low energy power blower, increase efficiency and provide positive discharge of gas fumeso the Sincel'rane Itasapd'cyoiooritinuouspoduGlandproduct dadairoproverrnent, it reserves the dcgatrochangespeatHca- tions and design without notice. Trane A business of American Standard Companies www.trane,COM • + • i • i atu-sr s -s" r "*, for s• r •peration. Also contains connection points A.C./humidifier. drive Monet it,range for cooling and quirements, will switch from heating � cooling spe4 •.,•i thermostat.:: *, «. i f 1 "" pletely I I i I ned fiberglass lation. This results in quiet and efficient operation • the excellent acoustical s insulating qualities of • w Geoscience & Design, Inc. PA Box 68 rank own, Colorado 8o116 -Igo :. 303,688.q -1 5o - F= 3o;3.688.r2q,5 - CoGeoDesign Yukon Grove, LIX P 0 Box 102563 Denver, CO 80250 SUBSURFACE INVESTIGATION m REPORT NO. 15-396 JU1y 23, 2015 ' Vo REG/,9' 0 30 452 SIONA. N(Yr VALID WTrFIOUF OFJGINAL SIGNATURE GEOTECHNICAL STRUCTURAL civil, ENCUNEERS General I Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage 6 Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure I Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table 1 Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information out the Report Subsurface Investigation YuXon Grove, LLC CoWado Geoscience and Design, Inc. Report No, 15-396 This report presents the results of data obtained during the subsurface investigation at 3320 YUKON COURT, JEFFERSON COUNTY, COLORADO, This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. At the present time at the site is vacant. It is our understanding a single-family residence with a basement is planned for the site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,000 pounds per lineal foot of foundation wall, The topography of the site is generally flat, The vegetation at the site consists of native trees, ee and weds, Thweather was hot and cleaa r grasst the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. One (1) exploratory test hole was drilled on June 20, 2015 at the site shown on the Location Map, Figure 1, The test holes were drilled with a four -inch (4") diameter auger advancMd with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube, The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1 - All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical $Oil$. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conons and if the sites use irrigation for lawns. Subsurface Inver bgat ion Yukon Grove, LLC Colorado Geoscience and Design, Inc. Report No, 15-396 Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. Based on our evaluation of the subsurface conditions, we recommend the proposed single-family ,+, be founded on continuous concrete footings and pads. A professional engineer should use the following detign criteria to design the foundations, a Subsurface investigation Yukon Grove, LLC Coiorsdo Geos6ence and Design, inc, Report No15-396 Virtually all concrete stabs undergo some type of movement. Concrete stabs placed on soils comprised of medium dense or dense granular material, or comprised of soft or stiff clays with swell potential less than 1% under a 1000 lb surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. N Subsurface Inves0gation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Repott No. 15-396 Swell Potential Chart Slab Performance Risk Catego��_ Representative Percent Swell ,000 sf Surcharge 0 to Moderate 2 to <4 Hi to <6 Vani Minh ;� 6 led- , _,e! _n_��_ measured values*, rather, "o a 'uO5 presen N re n enl va t 00_� the rep g so 'a'lve P nc swe" � fil t siab performance. hey are a jud ment of the swell of the soil and bed rock pro a Rely 0 The swell potential of the indigenous soils for the residence at this site meet the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owneribuilder and, if the owneribuilder is unwilling to accept the risk of differential slab -on -grade movement a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor, In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents, Colorado Geoscience and Design, Inc, will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction, -on- =ses a slab grade floor, the following steps shall be part of the concrete slab design, Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process, The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than 1/2" thick, The floating concrete slab shall be completely isolated from all utility lines. M subsurface Invesfigation Yukon Grove, LLC Colorado Geoscience and Dessgn, lnc, Report No. 15-396 * Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint, * All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. * If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel mbar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct, The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system, The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order, Failure to install and failure of a sump Pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore propef installation of the perimeter drain is very important. 0 Subsurface Investigation Yukon Grove, LLC and r1asi2n, ine. auort No. 15-396 I Subsurface InvestigatOn Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No. 15-396 foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits, Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched at a 1/2H to IV maximum rate, Spoils for the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. The owner contractor should be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR, Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. T -FWTW,77*F generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction, A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications, Subsurface Investigation Yukon Grove, LLC Colorado Geos6ence and Design, ins, Report No. 15-396 In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our :gyperience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or nten e . The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. M PROJEGT� Subsurleoet!Invest JOB NO: 16-396 Colorado Geoscience and Design, Inc. - �tin o CLIENT,- Yukon Grove, LLC Log of Test Holes LOCATION: 3320 Yukon Court, Jefferson County, -Colorado DRILLING METHOD: 4" Continuous Fiiqht Aurier 88 r, I 0 [ U_ C 0 0 M IN IN im I Clay, sandy to very sandy, 100 stiff to very stiff, slightly moist to moist, light brown to dark brown Fine-grained sand, clayey, medium dense, slightly moist, fight brown BE in 88-1 M Clay, sandy to very sandy, stiff to very stiff, slightly 80 moist to moist, light brown to dark brown go IN Notes, Where Appficabie 1 . xly indicates that 'Y'number of blows of a 140 -pound hammer failing 30 a: 49, Indicates ground water encountered during the drilling caper inches are required to drive a 2 -inch diameter sampler "y" number of inches- b. Indicates ground water encountered after 24 hours, 2, 1 indicates depth at which soil samples were taken, cl Indicates auger refusal. d, -C.- indicates cavine Figure 2 100 300 im 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) 'fest Hole No,jl3' Susi ist to �s� Pi t r r car JOB . 15-396 FIGURE M Liam JOB . 15-396 FIGURE 100 300 IM 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) medium dense slight' Test Hole No, 1 Depth 14' Soil Descri tion: Fin 'Irained sand 'I v MN Eatkmm JOB NO. 15-396 FIGURE 3 0 ex: 0 ul PR�OR 'j'('! 8 A WEt L SLOPE'D PER 101 F11", MIN. DO NO -if DIKE �,MT,11' OR EDGING h T OP 12 O�F` Wi�:."Ul_COMPACTED BACKFR1 CON,�PAC'TED E_ 0 �Nlq C'R El� E- -R E M M ODLE BACKFOLl L 0 R S I AE3, D AM P P R 0 F I Nif` PU'_YET'FfYLE_N,r_ GLUED TO WAILl, JOINTEXTEP DED ALONG HE' BOTTOMI OF 1"FiE 'EXCAVATION, 4 " M1N . 31/4" TO 1 1/2" ULE"AiN' GRAVEIL 4" D�AMETER F-IERFORAI-ED PIPE" —,SLOPE DRA�N P9E 1/8" PER FOOT TO 12" MIN, DAYLIGHT, OR TO A 9,1MP PT. IF TO DAYLIGHT, COVER FND Wj T H SCREIEX ".1 c ED AND IOULD BE M 0 S 'TE N Fl, 3ACKFUl, AROUND THE F'0) U N D A T � 0 N S COMPAC7771� AN[DI THE FINAL C-7RADE SHOULD Brz- WELL SI OPED To PRECLUDE PONDING OF RAINFALL, IRRIGA-1-10N WAI'ER, AND SNOW MELT ADJACENT TO FOUNDA1110N WAL.L.S. CAUTION: DO NOT DIKE OR IMPEDE- THE FLOW OF WATER AWAY FROMi FOUNDAI�10N L WALLS WiTH '_`30D, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD D!SCNHARGE �NTO SPLASH BLOCKS OR LON(3' EXI"ENSIONS. DRAIN SYSTEM BAmb LOVN'GRADE AND BACKFILL DEFAILS (FOR FOO'FING F'OUN'DATION) 00 1 -*--FOUNDATION LQ A'! ------------- ---- DECORATIVE GRAVEL OR BARK AREA, SOIL TO BE SLOPED AWAY FROM FOUND AT�ON. N OTE OF 6" IN f�lE PROVIDE A WNIMUM SLOPE FIRST 10'---0" FROM HOUSE (10%). 2. DOWI\ISPOUTS AND EXTENSIONS SHOULD EXTENDED 5'--0" BEYOND THE FOUNDAPON. 02J_ Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the narne d client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. 11 is uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction, Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must detennine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation, To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable, Geoteclurical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in tire Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high, Table I presents the relative classification enteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure, Swell.11otential Chart SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 to 14% Non-expansiveNcry low 1/2' to V/i% Low I' 2, to 31/2% Moderate 3 �'2 to 6% Ifigh 6 to 8% Very High Critical "I'he swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot, The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and funiace plenum closure. High to Very High - large slab cracking and differential moverrient, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering, It is important to note that measured swell or soil expansion is not the only geotechnical critetia for the type of floor and foundation recommendations. Additional criteria considered include: * Soil and bedrock type and variability * Stratigraphy * Groundwater depth and anticipated post -construction moisture conditions. * Surface water drainage and features * Post -construction landscaping and irrigation * Construction details and proposed use * Local experience Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Stabs, pavements, and structures significantly reduce evaporation of the soil moisture, Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, most understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the stnicture. The owner and prospective purchaser also should review "A Guide to Sivelling Soilsfir Colorado Homebtqers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing thunage caused by swelling soils. I .'N F<F. E .=55ti5.2 1 AT 0 ml I GARAGE ELEV=5503.5 i► TOP OF FND w r House R rt e CSS«PYA; i t �A MAIN F.F. GARAGE M f TOP sFi LOT 2 0; k MGRADING PLAN SHOWS• PROPOSED IMPROVEMENTS — FINAL CONSTRUCTION MAY VARY. 1. LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2. THIS PLOT PLAN SHOWS IMPROVEMENTS AT GRADE A1GRADINGONLY SEE FOUNDATION PLANS FOR IMFORMATION. GRAPHIC SCALE 1'.10' 10 20 30 /fm:g = PROPOSED SPOT ELEVATION LANDSCAPE 4" 1410H OR LESS THAN THE LANDSCAPE WALLS AS SHOWN HEREON ARE FOR SITE GRADING PURPOSM THE SOILS ENGINEER SHOULD BE NSULTEO FOR STRUCTURAL INTEGRITY. FINISH GRADES 1 EXISTING CONTOURS P S, INC.i. '• •: !26309 l Slopes at the max. allowable 3:1 etre CITY F T ROGE difficult to properly landscape, PW PUBLIC WORKS recorxtmends .1 ma:. due to maintenance concerns. etta�tar�a walls DATE t& terracing may meed to be Sidewalk should b � � T incorporated into t}ar design t� to achieve shown as detached % 9� t Ik t ¢iatry�p (behind ' ara enity one). A, , k , r s Retaining walls: if any portion of a proposed retaining wall as "car greater ...; ^". P I. 2r t t (including footing)must st e designed y' , a Prcal ssional Engineer licensed in o•�, s a the State of Colorado. Re: to City of f heat Ridge, standar'. Y ELXYz 4.0 MAW FA SMPHIC SCALE V-10, vL «= S. 6" , r 0 to 20 30 rpg tai "tris attt falls 4"high r �alacac Arte atatt etas t to meet City standards. i s, , l,+ $ �fl r -. • M y x ,wvm . a a ♦ 4 ^ "a #Mixy'tl .fig y pgry�.g, Note 6` 1.e6. .J4 1 . {ply h Vin) 1 � � �.' '�y�a�, 1F, `L\_nY.-0^ & f� .. , .y¢.n,,. FFF tp, } ppryY_yg��P�9g'p.i✓«kpSykA6Ft TOW. 5 A0.t.«':EFbi tVle�T�<.. ,ypt y FOR = T. LANDSCAK � Phi SNOUW Air p > Ftp p A M . OARAOC y, LOT 20 r FNO +ter/Pr ssop"{ J f $ I, I Direct roof drain +. downspouts in the directions as medicated herein to ferreted adjacent properties from ,4taraaak.r rtarrft. 04AD" PLAN SBOWS ONO 2) A Grading Certification getter and an JLC rnap, WAY VARY. with spot elevations Shall be required prior to CO, to ensure site has been properly graded. ORADW CITY OF WHEAT RIDGE Poo ° � ,�... PUBLICWORKS, ENGINEERING �9p W MU „ APPROVED FOR: s taasyssceassat< arta aDRAINAGE CURB & GUTTERSTREET PLAT N 19MISCELLANEOUS E3 g5{ . « , 4 COM#AENT1101M l I Vor'4* raw NM 11 Jemm"490" 40 PJI�fQ�� tett; tt DAA nip r. 00 SUBJECTTO FIELD INSPECTIONS � .r City of i jige CO 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 March 25, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Bill Fritz NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3205 Yukon Ct. Lot 2 — 3225 Yukon Ct. Lot 3 — 3245 Yukon Ct. Lot 4 — 3265 Yukon Ct. Lot 5 — 3285 Yukon Ct. Lot 6 — 3295 Yukon Ct. Lot 7 — 3311 Yukon Ct. Lot 8 — 3321 Yukon Ct. Lot 9 — 3331 Yukon Ct. Lot 10 — 3341 Yukon Ct. Lot 11 — 3351 Yukon Ct. Lot 12 — 3361 Yukon Ct. Lot 13 — 3371 Yukon Ct. Lot 14 — 3391 Yukon Ct. Lot 15 — 3360 Yukon Ct. Lot 16 — 3350 Yukon Ct. Lot 17 — 3340 Yukon Ct. Lot 18 — 3330 Yukon Ct. Lot 19 — 3320 Yukon Ct. Lot 20 — 3300 Yukon Ct. SUBDIVISION: Yukon Grove Subdivision, Filing No. 1 Jefferson County Reception Number for Plat: 2015016465 (See attachment) NOTES This is a courtesy notification. AUTHORIZED BY: I DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchel@jeffco.us 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 www.ci.wheatridge.co.us 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 District 12. Wheat Ridge Sanitation District 13. Wheat Ridge 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: Vicinity Map DATE: A rd I M YUKON GROVE SUBDIVISION, FILING NO. 1 A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO I SHEET 02 OF 03 N00*06'22"W 359 AREA RESERVED FOR FUn R*HT-OF-A (SEE TRACT D NOTE ON SHEET AND SOOIV51: 299. EASEMENT, TYP )9oOL 0 R W1 10' x W STORMWATER EASEMENT HEREBY DEDICATED BY THIS PLAT R-2 ZONWO UWPLA 7TED a Ur4jrY AND vom" EASEMENT, lypl R4 #5 RIEW Wl CAP 4S 115721 wil STREET RIGHT-OF-WAY MONUME SHALL MoNU' &Sf; N M 70 FINAL UFT OF ASPHALT PAVEMX VLL BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST -Pt No 157♦9 BEKilmaK WORTH j CORNER, SECTION 2 FRO Z9 BRASS CAP ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC PLS# 13212 IN RANGE BOX I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT LONG WITH SLEEVE AND DATUM ACCESS COVER, STATE PLANE COORD A1 LATN3T46`09,72O504* u ELEVATION - 54 FEET (NAVD OAT M F- LON'WIOS'04'53.207629* CITY OF WHEAT RIDGE DATUM U&S QE OFMINQ5. *70582148 E. 184+125 BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %* ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS # 132t2 IN RANGE BOX, rl N CHAIN LINK FENCE --------- BARB #ARE FENCE PROPOSED PROPERTY LINE RIGHT—OF—WAY LINE SECTION UNE ME N mm JANUARY 22, 2015 NOVEMBER 3, 2014