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3350 Yukon Court
061764�/J- -6'tn01j SPECTION RECORD INSPECTILINE RM: htt ://www.ci.wheatrid e.c p g o.us/Inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter vv Iw+ I %JUI VV1H1U1 VLV rV-Jr 110 Approval UT 1 he Above Inspections Underground/Slab Inspections Date :1npector Comments itials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Annrnval of Thin Akr%%,e 1.,�......+: Rough Inspections Date Inspector Initials _. . .... ...rvvv 11.7 GVNV11.7 Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection /Fire Protection Dist. Final Electrical Final Plumbing Final MechanicalRLY Roof n AC .3PA eo vu- Final Window/Doors Final Building J_ NOTE. All items must be ccmpleted 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 authori7atinn .,f nrl-„nm.,-„ *For low voltage permits —Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather property Address permit Number permit issued Date owner info" aeon proqer�y owner Information property Owner Address W i a5t I �Or I j,,,,spection ComrjanlY inspector Name Inspector COntaCt iso The City of Wt -teat Ridge Third Party Form Check Llgt I Acknow e, en wiedge roof I am inspecting is 6/12 or over all TOOfl- hearb\t ackmtne that are under 6112 must be inspected by the City of Wheat RAge Bg WL. a the moflng system fDt t,,,q rc-fe, I r I ent�ed bui di. tg has been nsp- I hearby acknowledg e p and found to be in compli-ance with .minirritIm requireme',ts of tle- 2012 JR,�, and 2012 as welt as art City & Wtw,-at Ridge nd P procedure and Manuf8icturef'S Olicies 9 inspector. Date'. referenced above and I give Y acknowledge that I am tjje coofner of, the building my cansent for the iisted thi-rd-party inspection company to perform my mf inspection lieu of the City of Wheat Kidge Buildipg DivisiOn ire sPecitOn- in aate. propery Ownerl Agqa- This original document vve as the roofing check list, must be suorritted to the Chief B�jjng Of rtiAhjr. seven days of the final inspection. Drop Off in peri permit counter 2nd floor 7500W. 29th, Ave wileat age CO,80033 Drafted Date- T/26117 submit via Emall Please add note to re,&Se Side, ❑ N/A aN/A ❑ N/A EJ N/A ETN/A E/2--N'/A ❑ N/A ❑ N/A F -I N/A F—IN/A [2-14/A ❑ N/A ❑ N/A ❑ N/A E) N/A ❑ N/A F-1 N/A E-A alk/A ❑ N/A lat '/'A/ Eg'N";A ❑ N/A El N/A [7j N/A ,E] N/A The City of Wheat Ridge — --4 C Fdb nsV&dthpck List notes MidRoofs Roof Inspection Q, Pass M Fail ❑ Pass E] Fail Structural roof components 1;14ass E] Fail Verify that no more than 2 layers of shingles exist ass E] Fail Flashing for roof and walls ❑ pass 0 Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) 0 Pass El Fail Verify shea4ing nail pattern ( See policy & Proceedures' F-1 Pass F -I Fail Crickets and saddles where needed 2 -'Pass ❑ Fail Verify B vent must have boot same guage as pip D --Pass F-1 Fail Verify vent caps D --Pass E] Fail Verify no flashings are damaged or rusted 12-9ss E] Fail Step flashing shall be min. of 4x4 piece per shingle F-1 Pass El Fail Verify scuppers allow for proper drainage EJ4ass E] Fail Ice and water shield 2' in heated walls spaces [amas, E] Fail Under layments must follow 2012 IRC / 2012 IBC 12-1Pass ❑ Fail Verify roof slope for proper drainage ❑Pass ❑ Fail Dripedge shall have min of 2" overlap [1 --ass ❑ Fail Dripedge should extend down min 2" past roof deck 1:24a'S' ❑ Fail Dripedge shall be mechanicaly fastened 12" OC F-11 Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 n Pass F] Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope F-1 Pass ❑ Fail Above roof insulation R-25 D41ss F] Fail Below roof residential R-38 ❑ Pass E] Fail Below roof commercial R-32 F1 Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of A warranty with the address on the letter for final inspectio 0 Pass, F1 Fail Metal roof shingles shall not be installed on slope less 17 P s n Fail Metal valley flashing shall be the same material as roof n ass n Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile k'-60fol quirements ❑ Pass X", Fail Clay and concrete the shall have a min. 2-1/2:12 slope \4 Slopes 4:12 and under require double undedayment 3:5s -D tce� ,J C4 Hll The City of Wheat Ridge Inspection Check List notes Company Name: Inspector signature: Date of Inspection: 1P;. 2LI, /I aN Roof Inspection ❑ N/A EI/Pass D Fail ltA ❑ Pass E] Fail ❑ N/A ap/5 ❑ Fail N/A Pass, El Fail ❑ Fail El Pass ❑ Fail EJ Pass El Fail [—I Pass E] Fail ❑ N/A O"Pass 0 Fail ❑ N/A [71/ Pass ❑ Fail F-1 N/A DPass EJ Fail F-1 NIA n"Pass ❑ Fail qg/A F-1 Pass Q Fail El N/A .11 Pass Q Fail ❑ N/A El"Pass ❑ Fail F-1 N/A ❑Pass ❑ Fail F] N/A ❑ pass ❑ Fail ❑ N/A E] ❑ Fail E—] N/A Pass ❑ Fail Iq D Pass F—] Fail /I aN El Pass E:1 Fail N/A F] Pass [] Fail ❑ N/A 1:3/P8ss E] Fail N Pass Fail N/A ❑ pass ❑ Fail E] N/A [—] Fail The City of Wheat Ridge Inspection Check List notes Final Roof Structural roof components Verify that no more than 2 layers of shingles exist Flashing for roof and walls If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Verify sheahing nail pattern ( See policy & Proceedures: Crickets and saddles where needed Verify B vent must have boot same guage as pip Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min. of 44 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated walls spaces Under layments must follow 2012 IRC / 2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Modified Bitumen, EPDM, TP© min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio Metal roof shingles shall not be installed on slope less 3-12 E] N/A( ❑ F] Fail Metal valley flashing shall be the same material as roof ❑ N/A F1 Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" ❑N/A Fail Clay and concrete the shall have a min. 2-1/212 slope Slopes 4:12 and under require double underlayment U le 6 'J The City of Wheat Ridge Inspection Check List notes Final Roof Notes -33 5 O s 3:S'" u /<�z �D C4 - City of Wheat Ridge Residential Roofing PERMIT - 201704765 PERMIT NO: 201704765 ISSUED: 07/25/2017 JOB ADDRESS: 3350 Yukon CT EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install OC DURATION asphalt shingles with 21.67SQ Reroof house and attached garage 7/12 *** CONTACTS *** OWNER (303)919-5046 RAY PAULA SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,424.00 FEES Total Valuation 0.00 Use Tax Permit Fee 218.90 220.15 ** TOTAL ** 439.05 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. ► 4 � City of Wheat Ridge Vol Residential Roofing PERMIT - 201704765 PERMIT NO: 201704765 ISSUED: 07/25/2017 JOB ADDRESS: 3350 Yukon CT EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install OC DURATION asphalt shingles with 21.67SQ Reroof house and attached garage 7/12 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 properly 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 per ori and that all work tote per d is disclosed in this document and/or its' accompanying approved plans and specifications. Signature OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official "" Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz �V From: no-reply@ci.wheat ridge.co.us Sent: Monday, July 17, 2017 2:11 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3350 Yukon Ct Paula Ray 3039195046 Paul am rays earth link.net Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name New Vision Roofing and Exteriors Contractor's License 160147 Number (for the City of Wheat Ridge) Contractor Phone 3039170628 Number Contractor Email Address newvisionroof@gmail.com Retype Contractor Email newvisionroof@gmail.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing OC Duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 21.67 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 21.67 roofing material for this project Provide additional detail Reroof house and attached garage 7/12 here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 10,424 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant New Vision Roofing and Exteriors Email not displaying correctly? View it in your browser. 3 CUSTOMER AGREEMENT Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 '�O.'�-91 7-nA?R Rnh(6)NPW-Visinn-Rnnfinn c --nm ACCREDITED BUSINESS New-Vision-Roofing.com Licensed & Insured. BBB Accredited Property Owner Emailr Date 7 Pa1t11.eA-_Mg,0t,4.(��n Street Address _ 1 C� Estimato City, STZIP Wh", Insura mpany Phone t- - 5-a VC� Work Phone �- g-� Y-5176 Claim # 7l O • ull Partial Repair Damage: yes no Type: H2/ HOUSE GARAGE %HED SHED Roof Type: Ori Drip Ed Color: !/V nd'f s p kingsect Flashin s p g lean Up & Remove Debris Full Partial R Ir Damage: es no pe: ST �y Style: E5" –;-7- Lf: 0 NYL Color: Full Parti Repair 6" –Comm. Alum.. Steel Color: jjp_/h� Payment Op '"ons Work pleted according to the above specifications in the amount of:(noturance supplements, permit costs or any unforeseen construction costs) /�nce due upon completion ❑ Cash sale LU INSURANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner until roofing materials delivered at site or a majority of roofing work has been performed. I (We) agree, by signing below, to all contract conditions on both front and back, of this agreemer sa Homeowner's Signature: Date of Acceptance: j NVR Signatu 1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. 2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. 7. Homeowner is responsible for Homeowner's Association approval of roofing products and colors. 8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (O&P) if approved by the insurance company, as part of the claim. 9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing & Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred, including attorney's fees. 10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's lien on the contract property. 11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company. 12. Our standard workmanship warranty for roofing is five (5) years. 13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive wind, ice or hail during the period of the warranty. 14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72 hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is not a penalty, but is fair and just compensation for services rendered to that point. 15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing. 16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be charged as extra on a time and material basis. City of �W heat j�idge COMMIUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave January 23`d, 2017 Owner/Occupant 3350 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 201600289 (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 plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter 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. 29"' Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of Wheat -ge COMMUNI tY D[V[LOPM[NT www.ci.wheatridge.co.us 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. 29`h Ave. January 23`d, 2017 Owner/Occupant 3350 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 201600289 (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 plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter 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. 29h Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior Pe it Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 ci.heatrid�e.co.us City of, �CoMMUNiTyDEVELo�y�a NT A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F, PF'I, M F / , i3 i / Job Address: 33S6 )�N Ic o N C T Permit Number: 2.0/4 OB2 & n � /u J ❑ No one available for inspection: Time .7__ ' .?`�AI'�M Re -Inspection required: Yes No *When corrections have b en made, call for re -inspection at 303-234-5933 Date: 11- � y Inspector:, - DO NOT REMOVE THIS NOTICE s< - * I le City of it -It -(,o�wh6l-at # # altos =A—M landscaping is competed at 3350 Yukon Court necess provi e e Troperty owner of its intent to do so. If the City of Wheat Ridge exercises its right to perfonn work of any nature, including labor, materials and 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. 10111*119 IS M111111111001 General Contractor: M OM Business P— 3 Date NUMAWMIM By: Title:—C Date:_ s / Phune Ay Title City of Escrow/Letter of Credit Transmittal Sheet mom Name Date 09 co FOR 0 ice ", USE ONLY .w�. City � Building & Ins tin services Division 7500 W. 2e Ave., Wheat Ride, Co 80033 Pun Review Office: 303-235-2855 * ; 303-237-$929 In do Lire: 303-234-5933 r c l 3 _ p i all highlighted s on both std this, tr aprpt � Property Property Owner Mailing Address: (if different than property address) Contractors City License Address - Sub Con 51 st iW Plumbing:44 � � - kA g W.R.pity License # W.R. City License #W.R. City License # �►` ► a • r .s• STRUCTURENEW COMMERCIAL NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING �6�MERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT • x COMMERCIAL », RESIDENTIAL mss- °�• ♦«. STRUCTURE w PLUMBINGMECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT P gA ELECTRICALIR or REPLACMENT ,. PLIANCE Sq. FtJLF ... Btu's Gallons Amps Squares Other OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of ekmt.,?l 0,11MOINA111 "'I u Nam x � w CIRCLE R) (CONTRACTOR) jLr (AUrRO&ZED REPRESENrATIVE) of (OWNER) (CONTRACTOR) Reviewer e`17 PUBLIC WORKS COMMENTS: a A iws. t Received Iu: s .Ni 0 .P SIGMA ' , 4 0 City of' SINGLE FAMIL YIDUPLEX ] PUBLIC W0KKS_t1'_1 9'0 R-Wh6a BUILDINGPERMITAPPLICA TION REVIEW Date: Location: ATTENTION: BUILDING DIVISION ti 1 11: J ii ic::M I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments c-beckiel't'' below. I. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: :�OK 110 refer 1 Public Improvements required & .- to be completed with projectstipulations. a. street paving/patching- Yes b. curb & gutter Yes No — Completed No c. side Yes — Completed e No — Completed d. Other (specify): Yes No — Completed For items not constructed, the amount of funds taken in lieu of construction: 3 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, 4. __„ 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. 5. 0 NOT` APP ROVED: The Public Works Department has reviewed the submitted material and does not approve this Penult Application for the stated reason(s): Signature Mark Van Nattan ME 6. -j/— Stipulations-, AS 7. -j/— A Drainage Certification Letter accompanied by As -Built plans from the Engincer-of-Record shall be required prior to the issuance of the Certificate of Occupancy, NOTE- ANY DAMAGE TO EXISTIN(i PUBLIC IMPROVEMENTS AS A RESUi.T OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR ,ro'lTIE ISSUANCE OI" "I CERTIFICATE OF OCCUPANCY. MEMNIM City of Wh6at R�iqge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W 29"' Ave. Wheat Ridge, CO 80033-8001 P.- 301235.2861 F: 303,235.2857 Date: _q3zAe__ Location of Construction: Purpose of Construction: Single Family -I&— Commercial $100m (Required of all projects for document processing) $50.00 * Review of existing or minimal technical documents: $200,00 * Initial review' of technical civil engineering documents (Fee includes reviews of the Io and 2 d submittals): ......... ..............$600.00 * Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2"' submittals): .... ... $50U0 * Trip Generation Study Review Fee: ..,. ......... ........ t, ,.a.,., .......... $200-00 0 0 & M Manual Review & SMA Recording Fee... ... ..... $100.00 Emus= 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 Resubmittal Fees. 3'd submittal (1/S initial review fee): ...... --- .......... $300.00 4'h submittal (full initial review fee)-,.., ... $600.00 $ All subsequent submittals: ......... $600.00 $_ (Full initial review fee) TOTAL REVIEW FEES (due at tfine of Building Pertnit issuance): sa�a� PLEASE NOTE THATINT ADDITION TO THE ABOVE FEES, THERE WIU, BE ADDITIONAL LICENSINGr AND PERMITFING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBJJC RIGHT -017 -WAY, WwwvLwheatridgt.cwui Rev 12/12 City (')I° Wh6atfkoctc City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. wheat Ridge, CO 80033-800 t': 301235,2861 F: 303.235..2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: I ADDRESS: Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements eats located along the frontage of said address shall be restored, if damaged from related construction to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 301235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Fite iv. i wheatridge.co u Rev 2/08 Address: �w Zoning: Lot Sipe: Wa s. fI Lot Width: Property in the flood fYes, add surve3ing condition FLD TyPe OfprO t (applicable y conditions in arentheals ; A.ee ssont yen TY11 or site plan one �iti�sx� ark site i if' l dpIi �, mew ILS arr sate + es ti'in �t ' �° r wlr ' cif settaeic SSI Maximum t Coverage: qo % i sq. ft, House: s rr seeImprovements: Shed: cause/ dition: Detachellgarage:---. q ft, ed:etacwage: sq. ft Other: sq. ff, arm q. Total Existing s ft q. ff. Leat Coverage % Prea s +Existing � sq, ft Lot Coverage " % Required Setbacks: pS... S S Provided Setbacks: Ply S A S l For additions or new construction, is the structure within fact of minimum setbacks? _� �....... _ � Height: Ii Maximum dei t. Yes, �d surveying �eard.ftin _. . Maximum Sipe: < .; ° . Proposed Height: ft. Proposed sq. . Si e: } sq.. ft. Parkland- If the permit is for new construction, have Parkland dedication fees been paid? ....\.... � n...... , ..,_w. If no, add condition PFEE, noti owner, p d. . , d ncatiiy building division. Streetscae: I�caes the permit result in of the c�fc�vrn Construction of new reds flatting of new lotsnditicans. New development Q Additions that increase floor area by EI% or �srcapased floor area more (see formula) — existing floor area.. ) i existing floor area If any box is checked... SF/DUPLEX-1s th e eistzngt�urb Butter � .afcacrt sidewalk ad"lscent tc If Curb, tter tar sidewalk is isse the prep y ing, streets p construction or fees -in -lieu will be required, -MULTIFAMILY—Does the frontage meet current city standards? If not, sere t ca e construction or fees -in -lieu will be required. Fees -in -lieu Ofaedication or construction are due at the time the per ait is issued, ............ 0 orado Geoscience & Design, Inc, R0. Box 68 Fran ktown, Colorado Elo116 *hone ;fir 3,688.ijo - F3,688a,-195 - CoGeoDesign Yukon Grove, LLC P 0 Box 102563 Denver, CO 80250 SUBSURFACE INVESTIGATION ml REPORT NO. 15-393 JUtV 23,201,5 NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUMIRAL CIM, ENGINEERS General 1 Site Conditions 1 Field and Laboratory Investigation I 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 I Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface Investigation Yukon Grove, LLC Colorado os en and Design, Inc, Report No, 15-393 wig i MO % I 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, Subsurface Investigation Yukon Grove, LLC CWoradeoscience and Design, Inc. Report No, 15-393 Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure, The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil MR—Ort. 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. 19 Swell Potential Chart Subsurface investigation Yukon Grove, LLC Colorado Gam sclence and Dewgn, Inc, Report No. 15-393 'esentative Percent Swell 1,000 Psf Surcharge) I 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. 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 • 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. in Subsurface hvestigation Yukon Grove, LLC Colorado Geosdence and Design, Inc, Report No, 15-393 The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 1 0'-O" The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. I Subsurface Pnvesfigation Yukon Grove, LLC Colorado Geosdence and Design, Inc, Report No, 15-393 The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession, The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession, No other representation, expressed or implied, is included or intended. M Colorado Geoscience and Design, Inc. PROJECT, Subsurface Investigation JOB NO: 15-393_ CLIENT: Yukon Grove, LLC LOCATICS N'3350 Yukon Court, Jefferson Log of Test Holes qRyLty, CoIorado DRILLING METHOD� 4" Continuous Flight Auger MR BE 91 M IM MM In 0 I Clay, very sandy, stiff, moist, brown Fine-grained sand, clayey to very clayey, medium dense, slightiy moist to moist, brown Notes: 1. xly indicates that "x" number of beta of a 140-povnd hammer failing 30 inches are required to drive a 2 -inch diameter sampler "y" number of inches, 2, 1 indicates depth at which soil sarnpPes were taken. HE 0 M M M MM R 0 Where Applicable -- a: T Indicates ground water encountered during the drMing operation, I X1 t), INF Indicates groond water encountered after 24 hours. IT, c- 6 Indicates auger refusal, d, _C_ Indicates caving. Figure 2 100 300 im 3M 5M 10M 20,000 28,030 APPLIED T ti th 4' Soil ritire: l tl r itd 100 300 IM 3M 5M 10M 20,303 28,000 APPLIED PRESSURE F Fest Hole No,jl DeRth ' Soil D medium dense ill t3 mit �rs�t d� JOB . 15-393 FIGURE 3 100 300 im 3M 5th 10M 20,0003,000 APPLIED PRESSURE (PSF) Test Hole No. 1 .j_pegth 9' Soil Descri,eji2n,: Fine-grained sand,,clagi to veaSlayej,,medi4-�A JOB 140a -393 FIGURE I , 6R WAUS, TOP & 6071 PRI(JrR TO LW. l`lllC'Kf-'U,JNGi —.-MlL &-OPED ',2" 7otER 10 FT, KlIN, DO N OT DtNKE s OR ED"'MG oil TOP 12" Of" BAC"KFIl-L, (.3RAME 13E"AM -MODERATELY CON4PA.CT,':-D BACKFILL F.� " ll' -1 - I UDON l'-411-11-1 1-,------- -1.1-1., -- - -- , D A N1 P P R OOF, N G POLYETHYL'FNE Gt.U'.'-0 TO WALL, EXPAN&ON JOINT ...... ---'----AND EXTENDED ALONG BOTTOM, 0"F THE E EXCAVA110N, ....... 15# BUILDM FE[J To 3/4 1/2" ('L-EAN (""RAVEL 4 aM6N 4-" DIAMET'ER PERFORATED PIPE, -.,,—SLOFIE DRAIN PIPE 1 /8" PER FOOT TIC 12" MIN. DAYUGHT, OR TO A SL,'Vp PJTIF -ro DAYUGHT, COVER END MTH SCREEN, BACKFILL AROLJND -rf E [OUNDATION SHOULD BE MM"FENED AND COMPACTED AND 7HE FINAL GRADE 1HULD BE WELL St.-OPED TO ijDl'- PONDING, OF RA�NFALL, IRRiGAT�ON WATER, AND SNOW M'r-(.-'f AD,J'AC[:-7N T -"0 FOUNDATiON WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY? FROM I'OUNDATION L WAI LS A11111 i SOD, EDCING OR DECORA'11VE GRAVE'L, AND POIL- YETIHYI-ENE". DOWN, SFl0LJTS AND SiLL COCKS S�--IOULD DISCHARGE �NTO SPLASI�-i C BLOCKS OR LONG:, EXTE`Nlll-iONS, DRAINSYST EM BELOW GRADE AND BACKRI-l-, DETAILS (FOIZ F001ING FOUNDATION) 1 N A j--*----F'0UNDATf0N IL TO BE SLOPED AWAY FROM FOUNDA110N, mm NOTE, I PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE 2,DOWNSPOUTS AND EXTENSIONS SHOULD EX-FF--'NDF-D EHYOND THE FO'�'JNDAPIIDN. GRADE 2 Important Information About the Report The data collected by Colorado Geoscience & Design, Inc, during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein, This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non-sarnpled soil or rock may differ from interpretations inade 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 perfort'nance and provide the necessary recommendations for design and construction, Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improver eats. 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 recommendation s would be advisable. Geotechnical 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 the Subsurface Investigation, when the sample is wetted order 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 criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart SWELL PO"FEN TIAL A'r 1,000 LBS. CLASSIFICATION 0 to 1/z% von -expanni velver y to �12 to Vei% Low 11/2 to 3112,% Moderate 3V-, to 6% High 6 to 8% Very High Greater than 8% Critical The 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 dainage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movernent, partial framing void and ,z ace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several finns in the Denver metropolitan area and are not limited to the relative swell classification, More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering, It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: * 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, imgated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to tire foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to SwellitkgSoilsfir Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. UXA Ards, pm,') l.,,*4 a.4,Aw*w- A, Report SEG 0116-012 / January 2016 Yukon Plan D FH Lot 1f 3 ,P66 Yukon Court, Wheat Ridge, CO 80033 Prepared by: Tracy Savoy Report SEG 0116-012 — Page 2 DISCLAIMER The following pages summarize the heat gain and heat loss of the building using the ACCA 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 HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information 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 information given to us is correct or complete. Savoy Engineering Group utilizes WrightSoft Residential 15.0 which is an ACOA Certified and ASHRAE 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 ITVAC duct layout installed on-site DOES NOT 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, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). •• SEG 0116-012 — Page 3 Report SEG 0116-012 - Page 4 Ott :IBvr.itdo.htmi SUMMARY ACCA Certified Manual J Load Calculation — Desion Data Su The ACCA Certified Load Analysis includes: a SHR of 0.90 The Load Analysis includes a duct loss: • Basement & Main Fl- CONDITIONED SPACE duct location • Upper Floor: VENTED ATTIC duct location IT11 P IIIMMM • AC 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 at 100-115% (cooling dominant climate) or 100-125% (heating dominant climate) of Design Total Heat Gain, 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. AED Assessment nt Dat son 8, 201 �x Date: .taft #3, 21316 . 3� *EntireHouse By: 'Pray Savoy �� 48�at t fr r:ittd k Savoy Engineering Group Naar of Day r tso ' Right-Suii Universal 2015 15.0.24 RSU13868 Fuge 1 n D Farmhouse Lot 181Yukon Plan D FH Lot 16.rup Calc = W8 House Front faces: W Prgject Information For- Yukon Grove Plan D - Farmhouse Lot 16 3350 Yukon Court, Wheat Ridge, CO 80033 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton aw. Indoor#` Elevation: MDesign TD Latitude: 40*N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 67.6 -45A Dry # #:. Infiltration: D. Wet # r Wind speed h Test for Adequate Exposure'WMly Naar of Day r tso ' Right-Suii Universal 2015 15.0.24 RSU13868 Fuge 1 n D Farmhouse Lot 181Yukon Plan D FH Lot 16.rup Calc = W8 House Front faces: W Jo 0116-012 Component • • Date: Jan # Savoy16 Entire House By: Tracy Savoy Engineering Group Phone: �801) 949-5337 Webs Project Information For: Yukon Grove Plan s - Farmhouse Lot 16 3350 Yukon Court, Wheat Ridge, CO 80033 Walls 15613-Owc-10: Bg wall, heavy dry or tight damp soil, "x4" wood inti frm, n concrete wall, r-13 cav ins, 8" ink, 112" gypsum board int fresh e s W all Yukon Plan AC Winly Wall: Frm wall, vnl ext, 162" wood shin, r-8 batt ins, n r-14 spray foam ins, 112" gypsum board int fnsh, 2"x6" wood frm, 16" e o.c. stud s W ail Yukon Pians Window Well: Concrete wall, 2"x4" wood int frm, 8" thk, r-13 n cav ins, 1t2' gypsum board int fnsh S w all Partitions 12E -Ow -w7 Frm wall -1/2" a • t t finsh, 2"x6" wood Windows 4A5-2ov: 2 glazing, cis low -e outr, air gas, vnl fret mat, cir inns, 1/2" gap, n 114" thk; NFRC rated (SHGC-0.27) n e s s w w all 4A5-2ov., 2 glazing, clr low -e outr, air gas, vnl frm mat, c1r snnr, 1t2" gap, e 114°" thk: NFRC rated ( HGC=0,27); 2 ft overhang (6 ft window ht, 2 it sep.) 279 Design Conditions 13.0 3,56 992 Location:Indoor:Denver 0 261 0.045 13.0 Stapleton Int'l AP, CO, US 928 Indoor temperature (*F) 72 75 Elevation: 5285 ft 13.0 Design TD (*F) 79 20 .. 40ON 208 Relative humidityY 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 67,6 -45A Dry bulbInfiltration: 3,56 3619 0 0 rangeDaily (*F) - 27 (H Method Simplified 1861 Wet �• " Construction quality Tight 22.0 speed (mph) 150 7,5 Fireplaces 0 524 ConstructionWind descriptions Or ,, . HTM Loss 1862 0.75 391 401 0.045 22.0 Walls 15613-Owc-10: Bg wall, heavy dry or tight damp soil, "x4" wood inti frm, n concrete wall, r-13 cav ins, 8" ink, 112" gypsum board int fresh e s W all Yukon Plan AC Winly Wall: Frm wall, vnl ext, 162" wood shin, r-8 batt ins, n r-14 spray foam ins, 112" gypsum board int fnsh, 2"x6" wood frm, 16" e o.c. stud s W ail Yukon Pians Window Well: Concrete wall, 2"x4" wood int frm, 8" thk, r-13 n cav ins, 1t2' gypsum board int fnsh S w all Partitions 12E -Ow -w7 Frm wall -1/2" a • t t finsh, 2"x6" wood Windows 4A5-2ov: 2 glazing, cis low -e outr, air gas, vnl fret mat, cir inns, 1/2" gap, n 114" thk; NFRC rated (SHGC-0.27) n e s s w w all 4A5-2ov., 2 glazing, clr low -e outr, air gas, vnl frm mat, c1r snnr, 1t2" gap, e 114°" thk: NFRC rated ( HGC=0,27); 2 ft overhang (6 ft window ht, 2 it sep.) 279 0.045 13.0 3,56 992 0 0 261 0.045 13.0 3.56 928 0 0 271 0.045 13.0 3.56 962 0 0 208 0.045 13.0 3.56 738 0 0 1018 0.045 13.0 3,56 3619 0 0 523 0.1745 22.0 3.55 1861 035 391 251 0.045 22.0 3.55 892 0.75 187 524 0.045 22.0 3.55 1862 0.75 391 401 0.045 22.0 156 1425 0.75 299 1699 0.045 22.0 3.55 6040 0.75 1269 39 0.077 110 6.08 237 0.92 36 28 0.077 13,0 6,08 173 0.92 26 28 0.077 13.0 6.08 173 0.92 26 96 0,077 13.0 6.08 589 0.92 88 162 0.068 19.0 5.37 870 0.70 113 88 0.340 0 26.9 2364 12.0 1058 6 0.340 0 26.9 161 12,0 72 30 0.340 0 26.9 806 32.3 969 112 0.340 0 26.9 2995 17.8 1987 5 0.340 0 26.9 672 17.8 445 98 0.340 0 26.9 2632 32.3 3164 25 0.340 0 26.3 672 32.3 807 384 0.340 0 26.9 10301 22.2 8502 36 0.340 0 26.9 967 32.3 1162 2016 -Jan -29 W51:34 #' Doors 111 }0: Door, wd sc type Ceilings 168-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" gypsum board int fnsh Floors 20P -30t: Fir floor, tm fir, 8" thknsr-30 cav ins, amb, ovr 20P -30t: Fir floor, tm ftr, 8" thkns, r-30 cav ins, gar ovr 21A -32t: Bg floor, heavy dry or fight damp • 19 depth n 24 0,390 0 n 20 0.390 0 all 44 0,390 0 1005 0,020 %0 76 0,035 30,0 11 0,035 30.0 918 0.020 0 30,8 739 10.8 260 30,8 619 10,8 218 303 1359 10.8 478 1.53 1588 1,03 1031 2,77 209 040 30 2,77 30 040 4 1,58 1450 0 0 2016 -Jan -29 09:51:34 wrightSOft' Right-Surte@ Universal 2015 15,0,24 RSU13868 Page 2 '0M ...n 0 Farmhouse Lot 161Yukon Plan D PH Lot 16,rup Calc - W8 House Front faces: W Load Short Form Entire House Savoy Engineering Gro Phow (801) 949-5337 Webwmvioad-calculations,com PSI of Infotion Yukon Grove Plan D - Farmhouse Lot 16 3350 Yukon Court, Wheat Ridge, CO 80033 lesion Information Htg C19 Infiltration Outside do ("F) -7 95 Method Simplified Insidedb (*F) 72 75 Construction quality Tight Design TD ('F) 79 20 Fireplaces 0 Daily range - H Inside humidityw,50 so Moisture difference (gr1lb) 68 -45 Make Trane Trade XB90 Model TUC113080A9421A* AHRI ref 2008194 Efficiency Heating input Heating output Actual air flow Air flow factor Static pressure 92.1 AFUE Area 80000 Btuh 74000 Btuh 68 "F 1210 cfm 0,034 cfm/Btuh 0,60 in H2O Make Trane Trade TRANE Cond 4TTR3036EI Coil 4TXCXy. 036Ye. C3 AHRI ref Efficiency 11 5 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 SEER Area 30960 Btuh 3440 Btuh 34400 Btuh 1150 cfm O058 cfm/Btuh O60 in H20 1,00 282 ROOM NAME Area Htg load Cig load Ht g AVF CIg AVF (ftp) (Stuh) (Btuh) (cfm) (cfm) Mud Room 48 1325 282 45 16 CTS 10 0 0 0 0 DR/GR/KIT 574 6995 4945 237 287 Stairs 1 74 0 0 0 0 CHS 4 0 0 0 0 LIN 8 0 0 0 0 PN 5 0 0 0 0 Study 166 2249 1783 76 103 PWDR 30 777 577 26 33 Stairs 2 74 1908 817 65 47 Bath 2 58 1689 1024 57 59 Laundry 42 1232 928 42 54 Bedroom 3 158 3055 2714 104 158 CH 4 0 0 0 0 LN 8 0 0 0 0 WIC 3 27 0 0 0 0 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. 2016 -Jan -29 09:51:34 wrightSOft' Right-Suite0 Universal 2015 15,0.24 RSU13868 Page I .,n D Farmhouse Lot 161Yukon Plan 0 FH Lot 16,rup Calc = W8 House Front faces: W IC 2 Bedroom 2 KWIC Master Bedroom WBath Liners 2 Dail Stairs Bedroom 4 Bath 4 CL 4 FEC Room Entire House Other equip loads Equip. @ 1.00 RSM Latent cooling 27 0 0 0 0 152 2240 1397 76 81 58 0 0 0 0 214 4409 2549 150 148 124 2389 1105 81 64 7 0 0 0 0 54 0 0 0 0 74 0 0 0 0 179 1870 102 63 6 157 1825 1078 62 63 66 664 0 23 0 20 0 0 0 0 424 3014 514 102 30 d 2842 35640 19817 1210 1150 7171 1816 21633 0 2842 42812 21633 1210 1150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Jan -2e 09:51:34 w r t ' Right-SuiteUniversal 2015 15,014 RSU13868 Page 2 ...n D Farmhouse Lot 16#Yukon Pian D FH Lot 16.rup Cato = WS House Front faces: Vii Right -M Worksheet Entire • Phone: (801) 949-5337 Web, vmw, load -calculabons.com WMMMI�� ROME, 2016 -Jan -29 W51:34 Right-SufteO Universal 201515,0,24 RSU13868 Page I n 0 Farmhouse Lot 16\Yukon Plan 0 FH Lot 16.rup Caic = W8 House From faces: W Right -JO Worksheet Entire House Phone. (801) 949-5337 Web: wmmload-calculations.com ZMMMI�� Calculations apqrpvedj�y ACGA.tp,,meqt,Alj,.Fpquirernents. of Manual J 8th Ed. 2016 -Jan -29 M 51 �34 VVrfght-SOft' RiqhtSUAWV Universal 2015 15A24 RSU13868 Page 2 ,..n D Farmhouse Lot 16\Yukon Plan D FH Lot 16.rup Cate - W8 House Front faces: W MI.,• House Phonw(801)949,5337 Web: vwmload-caIcWaGons.com ZMMMI�� Calculations appr "v cit�v ACCA,to.me t'alfreq r al 8 ements of Manu J th Ed 2016 -Jan -29 W�51� Rrght-S.ReO Universal 2015 15,0,24 RSU13868 peg n D Farmhouse Lot 16\Yukon Plan D FH Lot 16,rup Calc - W8 House Front faces� W i Etitire House Phone: (801)949-5337 Web: wwroad-calculations.com By: Tracy Savoy WE 2016 -Jan -29 09:51:34 Right-Su�teVUniversak20l5l5,O,24RSU13868 Page 4 —n D Farmhouse Lot 16\Yukon Plan D FH Lot 16.rup Calc - W8 House Front faces� W RighW@ Worksheet - Entire House IF 2016 -Jan -29 W51:34 D Farmhouse Lot 16\Yukon Plan D FH Lot 16,rup Calc - W8 House Front faces� W %a A Right -J@ Worksheet Entire House p—,,- ian4i OACLA'Ak7 \A/Ah' �inan-r.air,.ulafiors.corn aznnl�� 2016-jan-29 09:51:34 -*-vvIrIOhtSOft' Right-SuiteVU.iersal20l5l5,0,24RSU13868 Page 6 Cato = W8 House Front faces: W —n D Farmhouse Lot 16\Yukon Plan D FH Lot 16,rup Right -JO Worksheet Eritire House Phone: (801) 949-5337 Web: wwwload-calculations.com By: Tracy Savoy !q! 2016 -Jan -29 W51:34 Ak4+*- wrightSOft' Right-Suitet, Universal 2015 15A24 RSU13868 Page 7 Calc = W8 House Front faces: W ",n D Farmhouse Lot 16%Yukon Plan D FH Lot 16.rup Phow (8011949-,5337 Web; wwwfoal-calculations,com • zznnl�� 2016 -Jan -29 09:51�34 wrightskoft' Right-SuiteV Universat 2015 16A24 RSU13868 Paqe 8 -n D Farmhouse Lot 16kYukon Plan 0 FH Lot 16.rup Cale = W8 House Front faces: W Right -M • Entire House Phone: (801)949-5337 Web: www[oad-calculations,corn Job: SEG 0116-012 Date: Jan 28, 2016 OMMMKO3= 2016 -Jan -29 W51"34 VVtrI9htSOA24 RSU13868 Page 9 Aftk _ n D Farmhouse Lot 16\Yukon Plan D FH Lot 16.rup Calc = W8 House Front faces: W Phone: (801) 949-5337 Webload-caiculafions,corn • 2016 -Jan -29 M51:34 Right-SuiteOUnimfsat2Dl5l5,0,24RSU13868 Page 10 A&� ", D Farmhouse Lot 16\Yukon Plan D FH Lot 16,rup Cale - W8 House Front faces: W RighWO Worksheet Entire House p-- IQAIb OAQ-lq'17 khaki r -loadnalculations.corn By. Tracy Savoy gIMMOROAM - 2016 -Jan -29 09:51:34 vktrIOhtSOft' Right-SWWD Universal 2015 15A24 RSU13868 Page 11 Calc = MJ8 House Front faces� W n D Farmhouse Lot 16\Yukon Plan D FH Lot 161up Job* SEC 0116-012 Right -JO Worksheet Rata: Jan 26> 2016 Entire House Tracy Savoy Savoy Engineering Croup meet all r if Manual J 8th Ed ns aoProved by ACCA to Calculatio I 11, VVrI9htSOft' Cale = W8 House Front faces: W t. —n D Farmhouse Lot %Wukon Plan D FH Lot 16.ruP RighWO • Entire House Phone: (801) 949-5337 Web: wmvload-calculsfions.com 22001�4 2016 -Jan -29 W51:34 Right-SurteI� Universal 2015 15,0,24 RSU13868 Page 13 ,,n 0 Farmhouse Lot 16\Yukon Plan D FH Lot 16.rup Calc - W8 House Front faces: W Right -JO Worksheet Entire House Phone: (8011 949 5337 Web: wvwfload-calculations.com By: Tracy Savoy �NMMUOIRW- ap p Emma w I A I I 2016 -Jan -29 09:51:34 Fk WrIght-laOft' Right-SufteO Universal 2015 15,0,24 RSU 13868 Page 14 .,,n D F.rihoose Lot 16kYukon Plan Q FH Lot 16,rup Calc - W8 House Front faces: W Calculations approved by ACCA to meet all requirements f Manual J 8th Ed 20IC-Jan-29 09:51 vv*I9htSOfr Right-Suitst universal 2015 15A24 RSU13868 Page Right -JO Worksheet Job: Date: SEG 0116-012 Jan 2 , 2016 Entire House By; Tracy Savoy Savoy Engineering Group Calculations approved by ACCA to meet all requirements f Manual J 8th Ed 20IC-Jan-29 09:51 vv*I9htSOfr Right-Suitst universal 2015 15A24 RSU13868 Page Project Summary Entire Houses s, Kp Savoy Engineering Grou Phom (801) 949-5337 Web: mm.toad-calculabons,corn Project Information lsa HIM , OLOW-19 I #xo�� - . , I i * " Notes: Joy Valentine Cool Sunshine Heating & Air Conditioning, Inc Design Infonnation Weather- Denver Stapleton Intl AP, CO, US Winter Design Conditions Summer Design Conditions Outside db -7 OF Inside db 72 OF Design TD 79 OF Heating Summary 0,15 Structure 30179 Btuh Ducts 5461 Btuh Central vent (100 cfm) 7171 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 42812 Btuh mmu= Method Simplified Construction quality Tight Fireplaces 0 ilm Outside db Heatincoolln OF Area (ft2) 2842 2841 Volume (ft3) 17686 17686 Air changes/hour 0,15 O�08 Equiv. AVF (cfm) 44 24 ilm Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range H Relative humidity 50 % Moisture difference -45 gr/lb Sensible Cooling Equipment Load Sizing Structure 15455 Btuh Ducts 4362 Btuh Central vent (100 cfm) 1816 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21633 Btuh Latent Cooling Equipment Load Sizing Structure 401 Btuh Ducts -285 Btuh Central vent (100 cfm) -2548 Btuh Equipment latent load 0 Btuh Equipment total load 21633 Btuh Req, total capacity at 0.90 SHR 2.0 ton Z hill Ace + wrightsoft' Right-SufteV Universal 2015 M0,24 RSU13868 2016 -Jan -29 09:51:46 Page I AM ... n D Fannhouse Lot 16kYukon Plan 0 FH Lot 16.rup CWc - W8 House Front faces: W Job: SEG 0116-012 Manual S Compliance Repoft Date: Jan 28, 2016 Entire House By: Tracy Savoy Savoy Engineering Group Phom(801)949-5337 Web�wvmloa(Lca[Wafir)MCOM Sensible gaiw 21633 Btuh Latent gain, 0 Btuh Total gain: 21633 Btuh Estimated airflow: 1150 cfm Manufacturees, Perforrnance Data atActual Design Conditions Equipment type'. Split AC Manufacturer: Manufacturer: Trane 1210 cfm Actual airflow: 1150 cfm IW Sensible capacity: 25991 Btuh Latent capac 780 Btuh Total capacity: 26771 Btuh Equipment type* Gas furnace Manufacturer: Trane Actual airflow: 1210 cfm Output capacity: 74000 Btuh 120% of load 0% of load The above equipment was selected in accordance with ACCA Manual S. wo� wrights0ft' Right -Suite Q) Universal 2015 15,0.24 RSU13868 Page I )AIM —11 D Farmhouse Lot 16NYukon Plan D FH Lot 16,rup Calc -W8 House Front faces: W Job: SEG 0116-012 Duct System Summary Date: Jan 28,2016 Entire House By. Tracy Savoy Savoy Engineering Group Phonw (801) 94a-5337 Web� wAwfoad-calculations.corn Project Information For- Yukon Grove Plan D - Farmhouse Lot 16 3350 Yukon Court, Wheat Ridge, CO 80033 2016 -Jan -29 09:51 A6 wrightSOft' Right-SuiteO Universal 2015 15,0,24 RSU13868 Page I n D Farmhouse Lot 16kYukon Plan D FH Lot 16,rup Cale - MJ8 House Front faces: W Heating Cooling External static pressure OZO in H20 0,60 in H20 Pressurelosses 026 in H20 0,26 in H20 Available static pressure 0,34 in H20 0.34 in H20 Supply / return available pressure 0121 / 0,119 in H20 0.221 0.119 in H20 Lowest friction rate OM4 in/I 00ft 0.094 in/1 00ft Actual air flow 1210 cfm 1150 cfm Total effective length (TEL) 361 ft Supply Branch Detail Table Design Actual Ftg.Eqv (Btuh) Ln (ft) Ln (ft) Both 2 c 10241 57; 59 OA06 5.0 OX0 54O 155O st7 h 4 Bet 4 h 664OA48 4O OX0 19,5 130.0 st2 Bedroom 2 8 mo c 1397 76 81 OA01 60 OX0 60O 160.0 st6 Bedroom 3 c 2714 104 158 0,112 7.0 OX0 57,0 140O st7 Bedroom 4 c 1078 62j 63 OA46 5.0 OxO 32O 120.0 st2 DRIGR/KIT 0 1648 791 96 01169 6O OX0 20.5 110,0 StIl DRIGRIKIT-A 0 1648 79 96 0,134 6O OxO 245 140.0 SOO DRIGRIKIT-8 c 1648 791 96 0.140 60 OX0 17.5 140,0 stIO Laundry c 928 421�� 54 0.104 5�O OX0 53.5 160.0 1 st7 M, Bath h 2389 81 64 0,109 6,01 1X0 625 140 O st6 MECH / STRG-A h 1870 63 6 0.155 5.0 OX0 17,5 125.0 StI I Master Bedroom h 2204 75 74 OM4 6,0 OX0 74,5 IMO st6 NUster Bedroom -A h 2204 75 74 OM9 6O OX0 685 155,0 st6 Mud Room h 1325 45 16 OA50 4O OX0 27O IMO stl 1 PWDR c 577 26 33 0,149 4O OX0 23,5 125,0 st2 REC Room h 3014 10211 11 30 0,136 6O Ox 0 23.0 140,0 st Stairs 2-A h 1901 65� 47 0,100 5.0 OXO 565 165O st6 Study c 178:131 76� 103 0,150 6,0 1 OX0 37.0 110,0 st2 2016 -Jan -29 09:51 A6 wrightSOft' Right-SuiteO Universal 2015 15,0,24 RSU13868 Page I n D Farmhouse Lot 16kYukon Plan D FH Lot 16,rup Cale - MJ8 House Front faces: W 2016 -Jan -29 09:'51:46 r * Right-SuReS Universal 2015 15.0.24 RSU13868 Page 2 ..n U Farmhouse Lot 161Yukon Plan D FH Lot 16,nip Calc m W8 Nouse Front faces: W Supply Trunk Detail Table Trunkr- .„ Duct Ste Peak AVF 372 341 w•f ..9 ..k AVF 203 271 —0,104 609 SO 0 Peak 0 r - «7 2005 0146 449 7.0 ShtMetl stl w Peak AVF 188 «0,150 422 6. *Is ShtMetl StI StI Peak AVF 1210 1150; 0 094 726 157 ShtMetl Return Branch Detail Table Grill�, . « _HxW Stud/Joist , �"'Opening w i 440 0,094�� li+. 8x 14rtl Return Trunk Detail Table + Type yy Material y y{ 2016 -Jan -29 09:'51:46 r * Right-SuReS Universal 2015 15.0.24 RSU13868 Page 2 ..n U Farmhouse Lot 161Yukon Plan D FH Lot 16,nip Calc m W8 Nouse Front faces: W 0 Basement Trane Condenser: 4TT83036EI Coil: 4TXC8036BC3 furnace: TUC1808GA9421A' Job #: SEG 0116-012 Yukon Grove Plan D - Farmhouse Lot 16 3350 Yukon Court Wheat Ridge, CO 80033 Phone: (801) 949-5337 IM, Ilklik Z A, ; M 'Z& AA 9, C—*A Scale: 1 :81 page I Right-SudeO Universal 2015 15,0,24 RSU13868 2016 -Jan -29 09:54:40 ... or 16NYukon Plan D FH Lot 16.rup 0 Job #: SEG 0116-012 Performed by Tracy Savoy for: 3350 Yukon Court Meat Ridge, CO 80033 LWAIVIV17A 10% If S ME M! 1! a 9 M Scale: 1 : 81 Page 2 Right-SufteS Universal 2015 15,0.24 RSU13868 2016 -Jan -29 09:54AG ON 4xIO 81 cfm Upper Floor 4XI Stairs 2 x4 1tiO 81 cfm F 18 19 X8 cfm 75 '116mmimar iRC; 3 WIC 2 5 cfm @ ZT�"Z'1'1121-1' 212. L"I 6 B,ath 2 611 cfm 8X8 M.Bath Master fledroor"I Bedroom 3 4xIO 75 cfm ,'W ON 4xIO 81 cfm Job #: SEG 0116-012 ki-WO-46-l'i Amf"- I"- TUKOTI t,.')fUVQ rWI U - rdtfIfIJA,1V 3350 Yukon Court Wheat Ridge, CO 80033 Phone: (801) 949-5337 www,load-calculations.com Scale� 1: 81 3 'v Page 3 Right-SufteO Universal 2015 1�5,0,24 RSU13868 2 016_ja 9 09 0 016-Ja2S9 M54:840 Stairs 2 F 18 19 X8 Xl 8 iRC; 3 WIC 2 5 cfm @ ZT�"Z'1'1121-1' 212. L"I 28 x 18 B,ath 2 611 cfm 8X8 8x4 69 cfm Bedroom 3 Laundry 8x4 7 12x8 2x6 .;64 ef 158 cfm Job #: SEG 0116-012 ki-WO-46-l'i Amf"- I"- TUKOTI t,.')fUVQ rWI U - rdtfIfIJA,1V 3350 Yukon Court Wheat Ridge, CO 80033 Phone: (801) 949-5337 www,load-calculations.com Scale� 1: 81 3 'v Page 3 Right-SufteO Universal 2015 1�5,0,24 RSU13868 2 016_ja 9 09 0 016-Ja2S9 M54:840 I, PUBLIC WORKS DATE 4 BASEMENTi O FN0 RECEIVE ESE .=5491.4 E9EPV.« 500. RAGE ENT Y : e Ev, 9.s I a AIN r,I M 200 62.00' # ¢ �.. id should m . g, ti shown as detached (behind 5' amenity zone). EML GRAPHIC SCALE 1'.10' Fd i.r. re ol.2 �ow owt ri nta nsl 4 X12.0 1 EASE 5499:4 �EMENT�4 i GARAGE � s�� &t�$. SELF T ELEVATION v� ELEV.u!54 _ w , _ . TES CITY HE s ELEVJ=SS O. PUBLIC WORKS, ENGINEERING APPROVED FOR - DRAIN SIDEWALKTHE E WAUS AS SHOWN HEREON ARE FOR SITE ,_n ,r• '0 CUR18 & GUTTER 0 STREET QUOINS PURPOSES» 114E SOILS E00M SHOULO BE aF ' WS LLA6 E 3 S PLAT CONSULTED TRFR,At # EP�i�t�!. Fn. . F" FS1i DRAM Ni9 FJ9E T" y SUBJECTTO FSELD 3NS E rONS ` �._. az EXISTING CONTOURS Direct roof drain downspouts in the directions as indicated herein to protect adjacent properties from stormwaterPLAN tO ITS WS ONS 3.. rrs�T � - �� Y VAAY. j A Drainage in ertii c tion tetter shall be required prior to C.O. to ensure site has been property graded. Wom GRADING ey# completed, signed and sealedFoundation Setback and PRIOR 70 EXCAVATION. E Y ET Elevation Certification from Professional Lan Surveyor will AOPILOT PLAN SHOWS NLY, I g - A ATE% NC. DATE UCTURAL be required, IT Mna ESsI� 4 2009 ryry < d kddkx* ED MA v MAN CHTnx LLC, 7TOWA �. MOW0"00-4W 15-0-1 t � ., t r 4r. OM wMAMa"M a+a" 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